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1100 WEST AVENUE_BLD2301_2026
CdTY OF ARL1 .0AGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360)403-3551 BUILDING PERMIT Address: 153 W.Cox Ave Permit#:2301 Parcel#:00461804400000 Valuation: 14240.24 OWNER APPLICANT CONTRACTOR Name:City of Arlington Name:City of Arlington Name:Reece Construction Company Address:238 N.Olympic Ave Address:238 Olympic Ave Address: 1525 114th St NE City,State Zip:Arlington,WA 98223 City,State Zip:Arlington,WA 98223 City,State Zip:Tulalip,WA 98271 Phone: Phone:360-403-3505 Phone:360-659-9600 LIC:REECECC852C7 EXP:2/27/2019 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial New CODE YEAR: 2015 STORIES: I CONST.TYPE: DWELLING UNITS: 0 OCC GROUP: BUILDINGS: I OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC 110/IRCI10. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. Signature Print Name Date Released By Date CONDITIONS Call for inspections. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 1/23/2019 Building Permit Fee $341.37 1/23/2019 Building Permit Fee ($341.37) 1/23/2019 Building Plan Review Fee ($221.89) 1/23/2019 Building Plan Review Fee $221.89 1/23/2019 Processing/Technology Fee ($25.00) 1/23/2019 Processing/Technology Fee $25.00 1/23/2019 State Surcharge-Commercial ($25.00) 1/23/2019 State Surcharge-Commercial $25.00 Total Due: $0.00 Total Payment: $0.00 Balance Due: $0.00 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon h � COMMERCIAL APPLICATION �e PERMIT SUBMITTAL 186 10 Department of Community& Economic Development City of Arlington - 18204 59th Ave NE -Arlington, WA 98223 - Phone(360)403-3551 THIS APPLICATION TO BE USED FOR NEW COMMERCIAL STRUCTURES AND RESIDENTIAL DWELLINGS NOT REGULATED UNDER THE IRC. THIS APPLICATION MUST BE ACCOMPANIED BYA COMMERCIAL APPLICATION SUBMITTAL CHECKLIST AND AN OCCUPANT'S STATEMENT OF INTENDED USE. Q �! Name of Project:_WAZZeg PQ,:. S,G•Qc5<F Ti¢� Valuation: 3 -z� tf ;11 c 2 Lk Project Address: Parcel ID#: Legal Description .14AL4-672 Ioihe,_. Owner: CITY OF 102L/iu47_0Al Phone Number: 360-yo3`35�� Address: A- � 0z_(M0,!f iwr City: State: _t-J,4 Zip Code: 481Z2!;3 Engineer: (qX T- 1x4eaEfI�),0fJ77_-Z) ()qLI e,4,0A165 Phone Number: Cell Phone: E-mail: Address: -JSVQ fj 5yLtJL1A14 r2b City: SPOVC14 6_ State. �_ Zip Code: Rg21� 360 General Contractor: 12eaee eemA,�Tj ucrfe i Phone Number: ' -,51/7 Cell Phone: g2S_.rb1 -S?7910' E-mail: Address RO, 11014 15,tI City: MA State. %AJ 4 Zip Code: QSCZ70 Contractor's License Number: REECE261#FjS,2,C'7 Expiration: b Z-ZT-/ 4 Contact Person: -t A/t. Phone Number: S60•y0��3 $-d$"r Cell Phone: E-mail: Address: City: State: Zip Code Proposed Scope of Work: e P,S'T, X77r SP4" sw f,0&S Rer,ei'V,Fd DEC 0 .2 2018 REV 2015 Page 6 of 9 13Lo 23 0 �• 1 :� � •,� r.� i, � z; � �.� � � - � .. C�*;Y COMMERCIAL APPLICATION •y� o PERMIT SUBMITTAL ifNC;1 Department of Community& Economic Development City of Arlington • 18204 59th Ave NE•Arlington, WA 98223 • Phone(360)403-3551 Project Name/Tenant 1419lce-P- PA0Ae PAb Site Address R V E Bldg/Unit/Suite IBC Construction Type / )Pe-, V ' V IBC Occupancy Type CeovP Description of Use P962WS7'Apple- 194b4 ,CoAF Rt-11"V& Building Square Footage 2 c36 Number of Stories I Square Footage Per Floor Z 3 Will there be any installation, modification or removal of the following? (Check all that apply) ❑ Automatic fire extinguishing systems ❑ Compressed gas systems ❑ Fire alarm and detection systems ❑ Fire pumps ❑ Flammable and combustible liquids(tanks, piping etc...) ❑ Hazardous materials ❑ High piled/rack storage ❑ Industrial ovens/furnace ❑ Private fire hydrants ❑ Spraying or dipping operations ❑ Standpipe systems ❑ Temporary membrane structure,tents(>200sq ft)or canopies(>400 sq ft) Provide details on any of the above checked items: Installation, changes, modifications or removal of any of the above may require additional submittals, information,or permits during the plan review or construction process. Statement of Special Inspection REV 2015 Page 7 of 9 I. , l: :" • :f • .. .. �� 'y . � l u •'. COMMERCIAL APPLICATION { PERMIT SUBMITTAL ��j�1 GAO Department of Community& Economic Development City of Arlington • 18204 59th Ave NE•Arlington, WA 98223 • Phone (360)403-3551 Name of Project: 4 4aey FAek — y i?o&ff Project Address: ,� /T v� Special Inspection Firm: G� �c,$T Address: �1 Contact Person: �� K-�ZL Phone: Yz.S` 7S7 NY Email: Special Inspection Firm Special Inspectors: The Special inspection Firm of W_>MST_ will perform special inspection for the following types of work(separate forms must be submitted if more than one firm is to be employed). ( ) Reinforced Concrete ( ) Bolting in Concrete ^1F v 1 LD 11-C7 hPaCCALT ( ) Pre-stressed Concrete s M b R T ( ) Shotcrete ( ) Structural Masonry T(011f ( ) Structural Steel and Welding ( ) High-Strength Bolting ( ) Spray-Applied Fireproofing ( ) Smoke-Control Systems (u) Other Specify: 620 .0-4b f'! �ConapAL7iva� �e F� All individual inspectors to be employed on this project will be WABO certified for the type of inspection they are to perform. If inspection is for work that is not covered by the WABO categories, a detailed resume of the inspector and firm must be submitted.The resume must show the inspector and firm are qualified to perform the work and testing required by the project design and specifications. The work shall be inspected for conformance with the plans and specifications approved by the City. Revisions and addenda sheets will not be used for inspection unless approved by the City.The special inspector shall report to the City revisions that are not approved. A daily record will be maintained on site itemizing the inspections performed,for the review of all parties Any nonconforming items shall be brought to the immediate attention of the contractor for resolution.A weekly shall be submitted to the City; detailing the inspections and testing performed, listing any nonconforming items and resolution of nonconforming items. Unresolved nonconforming items will be detailed on a discrepancy report and presented to the building department. A final report shall be submitted to the Building Division prior to the Certificate of Occupancy being issued.This report will indicate that inspection and testing was completed in conformance with the approved plans, specifications and approved revisions and addenda. Any unresolved discrepancies must be detailed in the final report. The special inspector and special inspection firm serve in the role as"deputy"City of Arlington inspectors and as such are responsible to the City of Arlington Building Division in the performance of the required work. Contractor: The contractor shall provide the special inspector or agency adequate notification of work requiring inspection. The City approved plans and specifications must be made available,at the job site for the use of the special inspector and the City Inspector.The contractor shall maintain all daily inspections reports, on site, for review. REV 2015 Page 8 of 9 i i • i ..�. �, ''� L�1 Y 0 COMMERCIAL APPLICATION PERMIT SUBMITTAL ING10 Department of Community& Economic Development City of Arlington • 18204 59th Ave NE•Arlington,WA 98223 • Phone (360)403-3551 The special inspection functions are considered to be in addition to the normal inspections performed by the City and the contractor is responsible for contacting the City to schedule regular inspections. No concrete shall be poured or other work covered until approved by the City Inspector. Building Division: The Building Division shall review any revisions and addenda.Approved copies will be given to the contractor to maintain as part of the approved plan set. The City Inspector will monitor the special inspection functions for compliance with the agreement and the approved plans The City Inspector shall be responsible for approving various stages of construction to be covered and work to proceed. Design Professionals: The architect and engineer will clearly indicate on the plans and specifications for the specific types of special inspection required,and shall include a schedule for inspection and testing. The architect and engineer will coordinate their revisions and addenda process in such a way as to insure all required City approvals are obtained, prior to work shown on the revisions being performed. Owner: The project owner, or the architect or engineer acting as the owners agent,shall employ the special inspector or agency. ENFORCEMENT: A failure of the special inspector or firm to perform in keeping the requirements of the IBC,the approved plans and this document may void this agreement and the Building Officials approval of the special inspector. In such case a new special inspector and/or firm would need to be proposed for approval.A failure of the design and/or construction parties to perform in accordance with this agreement may result in a STOP WORK notice being posted on the project, until nonconforming items have been resolved. ACKNOWLEDGEMENTS I have read and agree to comply with the terms and conditions of this agreement. Owner: ( .) T'/ O F A&/0 U 7rbA-, Date 12 I hereby certify that the above information is correct and that the construction on,and the occupancy and the use of the above-described property will be accordance with the law ules and regulation of the State of Washington I licants Signature -ISAnit e3 X. eZ L / 2- Print Applicants Name Date FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received REV 2015 Page 9 of 9 �Y1 Y OJ COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community Economic p y& co om►c Development City of Arlington - 18204 59th Ave NE•Arlington, WA 98223 • Phone (360)403-3551 The following minimum information is required for your Commercial/Multi-Family Building Permit Application. Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents. Incomplete applications will delay the review. Er One(1) City of Arlington Commercial/Multi-Family Permit Application (One(1) permit application per building or structure is required) One(1) City of Arlington Commercial/Multi-Family Submittal Requirements Form Ly Two (2)Architectural Drawings Two(2) Structural Drawings Two(2) Structural Calculations '�`C1ne(1)Proj u a tl/� One(1)Special Inspection Requirements Forms One(1) Occupant's Statement of Intended Use Form Drawings shall be BOUND SEPARATELYBY TYPE, architectural, structural and landscape, and then ROLLED TOGETHER IN COMPLETE SETS> An intake appointment is required for all new Commercial or Multi-Family Building Permit Applications. To schedule an appointment please contact the City of Arlington Permit Center at(360)403 3551 or by email to ced(d,)arlingtonwa.gov. I acknowledge that all items designated above are included as part of this application. REV 2015 Page 1 of 9 � ,� �� � � - I I I `'�Y O^ COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE•Arlington, WA 98223 • Phone(360)403-3551 A. FEES DUE AT TIME OF PERMIT ISSUANCE B. CODES The City of Arlington currently enforces the following International Codes 1. 2015 International Building Code(IBC) 2. 2015 International Residential Code(IRC) 3. 2015 International Mechanical Code(IMC) 4. 2015 International Fuel Gas Code(IFGC) 5. 2015 International Fire Code(IFC) 6. 2015 International Plumbing Code(IPC) 7. 2015 International Property Maintenance Code(IPMC) 8. 2015 International Existing Property Code(IEBC) 9. 2015 Washington State Energy Code(WESC) 10 2009 Accessible&Usable Buildings and Facilities(ICC/ANSI 1417.1) Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAC 51-51 Washington State Residential Code 3. WAC 51-52 Washington State Mechanical Code 4 WAC 51-54 Washington State Fire Code 5. WAC 51-56&51-57 Washington State Plumbing Code and Standards 6. WAC 51-11 Washington State Energy Code 7. WAC 296-46B Electrical Safety Standards,Administration,and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 85 miles per hour(Exposure C) Ground Snow Load: 25 pounds per square foot Seismic Zone: D2 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 12 inches Soil Bearing Capacity: 1,500 psf unless a Geo-Technical Report is provided. (IBC Table 1804.2& IRC R401A 1) D. PLANS AND DRAWINGS Submit two(2)complete sets of drawings and plans. Drawings and plans must be submitted on minimum 18"X 24", or maximum 30"X 42"paper.All sheets are to be the same size and sequentially labeled. Plans are required to be clearly legible,with scaled dimensions, in indelible ink, blue line, or other professional media. Plans will not be accepted that are marked preliminary or not for construction,that have red lines,cut and paste details or those that have been altered after the design professional has signed the plans. Please Note:A separate submittal of plans is required for each building or structure. REV 2015 Page 2 of 9 I I C�*;Y O! COMMERCIAL APPLICATION ',�ll�rG�o� PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE•Arlington,WA 98223 • Phone (360)403-3551 DETAILED SUBMITTAL REQUIREMENTS Mark each bo to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. SITE PLAN—REQUIRED WITH ALL SUBMITTALS (May be included as part of the Architectural Drawing cover Sheet) 1. Drawing shall be prepared at scale not to exceed 1"=20 feet. 2. Show building outline and all exterior improvements. 3. Provide property legal description and show property lines. 4. Provide dimensions from the property lines to a minimum of two building corners(or two identifiable locations for irregular plan shapes). 5. Show building setbacks,easements and street access locations. 6. Indicate North direction. 7. Indicate finish floor elevation for the first level. 8. Provide topographical map of the existing grades and the proposed finished grades with maximum five feet elevation contour lines. 9. Show the location of all existing underground utilities, including water, sewer,gas and electrical. 10 Flood hazard areas,floodways, and design flood elevations as applicable. B. [ ARCHITECTURAL DRAWINGS 1. Cover Sheet a) Building Information 1. Specify model code information. 2 Construction Type. 3. Number of stories and total height in feet. 4. Building square footage(per floor and total) 5. IBC Occupancy Type(show all types by floor and total). 6. Mixed-use ratio(if applicable) 7. Occupant load calculation(show by occupancy type and total) 8. List work to be performed under this permit b) Design Team Information 1. Design Professional in Responsible Charge 2. Architects 3. Structural Engineers 4. Owner 5. Developer 6. Any other Design Team Members 2 E� Floor Plan a) Plan view 1/8"minimum scale. Details a minimum '%-inch scale. b) Plans must show the entire tenant space. c) Specify the use of each room/area. d) Provide an occupant load calculation on the floor plan. (on every floor, in all rooms and spaces) e) Show ALL exits on the plans; include new,existing or eliminated. f) Show Barrier-Free information on the drawings. g) Show the location of all permanent rooms,walls and shafts. h) Note the uses in the adjacent tenant spaces, if applicable. i) Provide a door and door hardware schedule. REV 2015 Page 3 of 9 Gt�Y Off, COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE•Arlington, WA 98223 • Phone (360)403-3551 j) Show the location of all new walls, doors,windows, etc. k) Provide details and assembly numbers for any fire resistive assemblies. 1) Indicate on the plans all rated walls,doors,windows and penetrations. m) Provide a legend that distinguishes existing walls,walls to be removed and new walls 3. ❑ Reflected Ceiling Plan a) Plan view 1/8"minimum scale. Details a minimum '%-inch scale. b) Provide ceiling construction details. c) Provide suspended ceiling details complying with IBC 803.9.1 1. Show seismic bracing details. d) Show the location of all emergency lighting and exit signage. e) Detail the seismic bracing of the fixtures. f) Include a lighting fixture schedule. 4 ❑ Framing Plan a) Specify the size,spacing, span and wood species or metal gage for all stud walls. b) Indicate all wall, beam and floor connections. c) Detail the seismic bracing for all walls d) Include a stair section showing rise, run, landings, headroom, handrail and guardrail dimensions. 5. ❑ Storage Racks(if applicable) a) Structural calculations are required for seismic bracing of storage racks eight feet or greater in height. b) Eight feet or less,show a positive connection to floor or walls. NOTE: High pile storage shall meet the requirements of current International Building and Fire Codes. C. ❑ SPECIAL INSPECTION 1. Where special inspection is required by IBC 1704,the registered design professional in responsible charge shall prepare a special inspection program that will be submitted to the City of Arlington and approved prior to issuance of the building permit to comply with IBC 106.1. D. ❑ WASHINGTON STATE ENERGY CODE tj jA 1. One(1)completed Washington State Non-Residential Energy Code Envelope Summary forms E. OCCUPANT'S STATEMENT OF INTENDED USE 1. The Occupant's Statement of Intended Use form shall be completely filled out and may require the submittal of a Hazardous Materials inventory Statement(HMIS).Contact the Arlington REV 2015 Page 4 of 9 f� I c 'J COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE•Arlington,WA 98223 • Phone (360)403-3551 The building permit does not include any mechanical, electrical, plumbing or fire sprinkler/alarm work. These permits are issued separately. Mechanical, electrical, plumbing, or fire sprinkler/alarm permits require a separate permit application and may also require separate plan review. Please note that any tenant improvement work in a space that involves food handling or preparation requires Snohomish County Health District approval before the permit can be issued. You must provide the Permit Center a copy of the approval letter or the approved plans. Contact the Snohomish County Health District at(425) 339-5250 with any questions or for more information. An intake appointment is required for all large Tenant Improvement Building Permit Applications.To determine if your project requires an intake appointment,to schedule an appointment or to ensure that you have the most current information, please contact the City of Arlington Permit Center at(360)403-3551 or by email to ced@arlingtonwa.gov. Incomplete applications will not be accepted. I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. REV 2015 Page 5 of 9 ti Home Espafiol Contact Search L81 Safety&Health o Claims&Insurance c Workplace Rights c Trades Washington State Department of " Labor & industries REECE CONSTRUCTION COMPANY Owner or tradesperson PO BOX 1531 MARYSVILLE,WA 98270 Principals 360-659-9600 REECE,STEVEN ANDREW SNOHOMISH County JUSTIN,PRESIDENT Doing business as REECE CONSTRUCTION COMPANY WA UBI No. Business type 602 893 954 Corporation License Verify the contractor's active registration/license/certification(depending on trade)and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. REECECC852C7 Effective—expiration 02/27/2015—02/27/2019 Bond Fidelity&Deposit Co of MD $12,000.00 Bond account no. 09179114 Received by L&I Effective date 02/27/2015 02/25/2015 Expiration date Until Canceled Insurance BITCO General Ins Corp $1,000,000.00 Policy no. CLP3668327 Received by L&I Effective date 05/10/2018 05/10/2018 Expiration date 05/10/2019 BITCO General Ins Corp $1,000,000.00 Policy no. CLP3653542 Received by L&I Effective date 03/28/2018 05/10/2017 Expiration date 05/10/2019 Help us improve Insurance history Savings ................ .... No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&1 tax debts are recorded for this contractor license during the previous 6 year period,but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees?If so,verify the business is up-to-date on workers'comp premiums. This company has multiple workers'comp accounts. Active accounts L&I Account ID Account is current. 975,038-01 Doing business as REECE CONSTRUCTION COMPANY Estimated workers reported Quarter 3 of Year 2018"51 to 75 Workers" L&I account contact TO/DALE MCMASTER(360)902-5617-Email:MCMS235@lni.wa.gov Track this contractor A Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. . Actcu �11'�altinglon'• CITY OF ARLINGTON 238 N. OLYMPIC AVE-ARUNGTON, WA. 98223 PHONE; (360)403-3551 BUILDfNG PERMIT Address:48A-;b-ea%-Ave 9t� Permit#:2301 Parcel#:00461804400000 (/ Valuation: 14240.24 OWNER APPLICANT CONTRACTOR Name:City of Arlington Name:City of Arlington Name:Reece Construction Company Address:238 N.Olympic Ave Address:238 Olympic Ave Address:1525 114th St NE City,State Zip:Arlington,WA 98223 City,State Zip:Arlington,WA 98223 City,State Zip:Tulalip,WA 98271 Phone: Phone:360-403-3505 Phone:360-659-9600 LTC:RBECECC852C7 EXP:2/27/2019 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial New CODE YEAR: 2015 STORIES: I CONST,TYPE: DWELLING UNITS: 0 OCC GROUP: BUILDINGS: I OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRIATHON AND IN DOING THE WORK AUTHORIZED THEREBY; NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 19.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBCl10/IRCl10, A. N IS a to la' g to construction and construction materials in the City of Arlington must be reported on your sales tax return form and co d City of Ar it 9 31 1 w�4 signatere, Print Name Date Released By Date CONDITIONS Call for inspections. THIS PERMIT AUTHORIZE ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 1/23/2019 Building Permit Fee $341.37 1/23/2019 Building Permit Fee ($341.37) 1/23/2019 Building Plan Review Fee ($221,89) 1/23/2019 Building Plan Review Fee $221.89 1123/2019 Processing/Technology Fee ($25.00) 1/23/2019 Processing/Technology Fee $25.00 1/23/2019 State Surcharge-Commercial ($25.00) 1/2 3120 1 9 State Surcharge-Commercial $25.00 Total Due; $0.00 Total Payment: S0.00 Balance Due: $0.00 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon s • �. � �� •. FUNDS TRANSFER AUTHORIZATION Description: Haller Park Splash Pad Building Permit TRANSFER IN BARS# 322.10.00.00 341.37 4LS 3g�.t70•DI-vC� 2-5,00 Description: Building Permit Fee �z„ nrrtj Cowvnner�ia� c9KNt '5Vr1k V_ BARS# - 345.83.00.00 221.89 Description: Building Plan Review Fee BARS# 341.43.00.02 25.00 Description: Processing/Technology Fee Total V S AAP r , Department Manager Dale-IPA al ��--- TRANSFER OUT BARS# Description: BARS# Description: BARS# Description: Total 0 Department Manager ,-) III To: Marc Hayes,Community&Economic Development Director From: Barbara Tolbert,Mayor ��.� J/ Date: December 20&2018 Subject: Request to waive building permit fees for the Haller Park Splash Pad. I have reviewed the request from the City of Arlington Project Team to waive the building permit fees for the new splash pad facility. The new facility will be a valuable resource to the citizens of Arlington and the greater Arlington community. This phase of the Haller Park project is the capstone of the completion of the rehabilitation of one of the most used parks in all of Arlington. All of the phases of the park project have been constructed through the generous contributions of our local community. I hereby waive the building permit fees for the Haller Park Splash Pad Project. ��0 2301 Precast Products SCHWEITZER UTILITY SUBMITTALS Received DEC 022olcq b�D 23oi PAINTS : INTERIOR & EXTERIOR EXTERIOR SEALER FLOOR TRIM PAINT Precast • 0 r S r Technical Data & Application Instructions PRODUCT DESCRIPTION DuraShell is a water-based, fast setting concrete and masonry stain. It was specifically designed for use in original equipment manufacturing (OEM), in-house production and assembly line applications. DuraShell offers "solvent- like" dry times with the use of an external heat source, while still meeting the CPA guidelines for VOC levels in architectural finishes. When properly cured, it prevents the development of efflorescence bloom and blemishes in "hot" or fresh cementitious materials through the use of a unique acrylic resin blend. DuraShell allows moisture vapor to escape from the substrate while providing excellent water-repellency on the exterior surface. BASIC USES DuraShell is a superb water-repellent and color finish that can he applied to most any concrete or masonry substrate, including brick, concrete block, non-glazed tile, pre-case and cast-in-place concrete, and most other cementitious materials. DuraShell corrects natural color imperfections in the substrate by imparting permanent color uniformity and water repellency without disturbing the natural texture of the substrate. It is not designed for application to hori- zontal surfaces. COLORS DuraShell is available in 28 colors and can be tinted to match virtually any color-Contact the sales CXT Department for samples and availability. TYPICAL PROPERTIES PACKAGING & MIXING TABLE 1 DuraShell is a single component, ready-to-use material stocked in 5-gallon (19 liter) pails and available for special Property Value Method order in 1-quart containers and 55-gallon(208 liter)drums. Material shall be thoroughly mixed for a minimum of five Solids by Weight 40%(t2) ASTM D2369 (5) minutes prior to application. Do not thin the materi- al. Use a power mixer with a blade capable of uniformly Solids by volume 24%(-t2) ASTM D2697 mixing the entire container. Periodically agitate the mate- 10.5 ibs (t.2) rial during application to ensure even distribution of the Weight per Callon (4.8kgs) ASTMD1475 pigment. 900-1500 cps Shelf life in unopened containers is 2 years from date of Viscosity @ 70-F ASTM D2196 manufacture. Material should be stored at temperatures 1 no lower than 40°F (4'C), and no higher than 100°F Dry Time* 20 minutes ASTM D1640 (38°C). Do not open containers until ready to use the l Cure Time* 1 hour ASTM D1640 material. Gloss 4.0(60°Gardner) ASTM D523 Permeability 10 Penns(f2) ASTM E96 @ 4 dry mils t Adhesion to Concrete 300 lbs/sq.in. ASTM D3359 &Masonry (2,069 kPa) Low&High Temp. -701F to 200°F Service Limits (-57°C to 93°C) *Dry time and cure time at 75°F(24°C),50%R.H. Februai y 2011 CXT (5upercedes.Tuue 2006) Precast Products TD-CXT-DSH APPLICATION All surfaces must be structurally sound,dry,fully cured,and free from dust,curing agents,form release,efflo- rescence,scale or other contaminants. DuraShell may be applied by brush, roller or airless spray. Any airless spray equipment capable of t,000 psi (6,980 kPa) and 1/s gallon per minute (1.9 I/minute) delivery can be used. Higher capacity spray equipment is advised on large projects for maximum production.A reversible self-cleaning spray tip with orifice of.015" to .021"(.38 to.53 millimeters)and minimum 40 degree fan angle is recommended. Brush or roller application is recommended only for repair edge work and confined areas which would require extensive masking or protection from spray application.When applying DuraShell by brush or roller,exercise care to apply material at a coverage rate equal to that which has been spray applied.Variations in sheen could result if uneven coats are applied utilizing two or more methods of application. DuraShell is applied in a minimum of two separate coats on most substrates. The first application shall achieve an indepth penetrating color base and the second shall achieve color uniformity,aesthetic satin tone and water-repellency.The second coat can be applied as soon as the first is dry, Apply product first in a uniform horizontal direction, followed by a uniform overlapping vertical coat. When applying DuraShell to ribbed, fluted, split face or other coarse textures, care must be taken to spray the stain from various angles to ensure that all surfaces are evenly coated. Gun shall be held perpendicular to and not more than 18"from the wall. Care should be taken to prevent runs or sags.Backrolling is an effective method of achieving acceptable hide over coarse or porous surfaces. Use soap and water to thoroughly flush all tools, equipment. Purge water from equipment using Mineral Spirits, and leave the solvent in the lines and equipment until the next use. LIMITATIONS & PRECAUTIONS DuraShell is a low viscosity material designed to provide color uniformity and water repellency without dis- turbing the natural texture of the substrate. It is not designed to fill or waterproof porous substrates under wind driven rain or other severe conditions. DuraShell will freeze and become unusable at temperatures below 32°F (0°C). Do not ship or store unless protection from freezing is available. Do not apply DuraShell at temperatures below 50°F (10°C) or when there is a possibility of temperatures falling below 32°F(0°C)within six hours of final application. DuraShell requires complete evaporation of water to achieve cured properties. Cool temperatures and high humidity will retard cure. Do not apply if weather conditions will not permit complete drying of material before rain, dew,fog or freezing temperatures occur. Conversely, due to the fast drying nature of DuraShell, care should be taken during applications when ambient temperatures rise above 80°F,or when the product is applied in direct sunlight. Avoid breathing of vapor or spray mist. For exterior applications, approved MSHA/h]IOSH chemical cartridge respirator should be worn by applicator. For interior applications,provide mechanical exhaust ventilation.Air line masks or positive-pressure hose masks should be worn during interior applications. i For additional information on safety requirements, refer to OSHA guidelines and DuraShell QUICK SET Material Safety Data Sheet. I a CXT 3808 N Sullivan Rd. Building#7 Spokane Valley,WA 99216 Our•PvdJrcts are bvaamareed to rneer esrablished ynadily cwrhml standards.hrjormanon corrtatnrd sit our technical tlata is basal on laboratory aad field lesting,but at subject to change without prior noltre.No grmruruers ajrucwvrtjr rurgiven or hnphed,,not,does CIX assrmre aay rrrpa+rtlhlllty for cow rag<.per(onranca or be/crier rrwlrbrg fiom.rtor- age,handling or use of our prmduNs.Liabtllty,If any,is 11mlted to product replacement or,if uppl cable.to the terrrrs stated within the executed project warranty. "s— Precast 'a !ducts Technical Data & Application Instructions PRODUCT DESCRIPTION VandlShell is a high solids pure acrylic water-repellent penetrating sealer. It is formulated with non-ycllowing Methyl Methacrylate-Ethyl Acrylate copolymer resins to produce long term water-repellency and weather pro- tcction. VandlShell imparts a semi-gloss sheen to surfaces. It improves dirt pick up and graffiti resistance. Its non-sac- rificial characteristics allow for the removal of graffiti without the need to reseal the cleaned areas. VandlShell will allow moisture vapor to escape from the building interior under a vapor pressure drive while, at the same time,providing excellent water-repellency on the exterior through the use of hydrophobic resins. BASIC USES VandlShell was specifically developed as topcoat for masonry stains. Apply a small sample area to confirm com- patibility of masonry stain and topcoat. VandlShell is not designed to waterproof porous substrates under wind driven rain or other severe conditions as it does not"fill' the surface. It will protect the substrate against atmos- pheric deterioration with a clear,semi-gloss sheen,which provides water-repellency without disturbing the natural color or texture of the structure.. PACKAGING & MIXING VandlShell is a single component,ready-to-use material stocked 5-gallon pails(19 liters)and available for spe- cial order in 1-gallon (3.8 liter) and 1-quart sizes. Thoroughly mix containers to a uniform consistency. Do not thin the material. Shelf life in unopened containers is 2 years from the date of manufacture. Material should be stored at tempera- tures no lower than 40T(8T), or higher than 100°F (38'Q. Do not open the container until ready to use the material. TYPICAL PROPERTIES ADVANTAGES TABLE 1 * Graffiti resistant * Protects against industrial airborne chemicals Property Value Method * Reduces soil and fume absorption * Non-yellowing Solids by Volume 24%(t.5) ASTM D2697 * Maintains water-repellency Weight per Gallon 6.9 lbs(1.3) ASTM D1475 * Retains uniform appearance * Breaths—Allows vapor to escape from building Dry Time* 40 minutes @ 6 dit ASTM D1640 interior Cure Time* 6 to 8 hours ASTMD1640 * Ultraviolet resistant * Reduces dirt entrapment on rough textures Low&High Temp. -70°F to 200°F * Prevents darkening of surfaces during rain exposure Service Limits (-56°C to 94°C) * Minimizes efflorescence and migrating salts *Dry Time and Cure Time at 75°F(24°C),50%R.H. * Reduces spalling and deterioration * Single package—No pot life or shelf life problems * Easily applied by standard methods * Fast drying * Non-lapping—Dissolves into itself CXT * Re-treatment shows no evidence of repair * Long term durability February 2011 Precast Products (Supercedes June 2006) TD-CXT-VSH SURFACE PREPARATION APPLICATION INSTRUCTIONS(Cont.) All surfaces must be structurally sound, clean, dry, Brush or roller application is recommended only for fully cured, and free from dust, curing agents or form edging work and for confined areas which would release agents, efflorescence, scale or other foreign requite extensive masking or protection from spray materials. Masonry stains to be top-coated must be application. thoroughly cured. Refer to chart on Estimated Coverage Rates for type ESTIMATED COVERAGE RATES of substrate and approximate gallons per square foot TABLE 2 required.The number of gallons listed is approximate total for two (2) separate applications. These figures Square Feet/Gallon are provided for guideline use only. Substrate Estimated Total LIMITATIONS &; PRECAUTIONS Concrete Cast-In Placet 150 VandlShell should not be applied over damp sur- Precastt 150 faces. Glass Fiber Reinforcedt 150 Construction Block* 75 Solvents are flammable in liquid state. Use only in a Brick* 125 well ventilated are.Keep away from heat,sparks, and Exposed aggregatet 100 open flame. On interior applications, extinguish all -- ••- flames and pilot lights to and near the work *Apply approximately''/s total number of gallons in each oFthe area.During application and until vapors are gone, two(2)separate applications. refrain from using electrical switches or equipment tTwo coats may be required depending on surface porosity and unless they are U.L. designated explosion-proof. No desired Finish sheen. smoking shall be allowed in or near the immediate Note: The above absorption (coverage) rates are pro- work area. Use explosion-proof application equip- vided for estimating purposes only. Absorption rates ment which has been grounded and bonded. will depend upon the texture and porosity of the sub- Avoid breathing of vapor or spray mist. For exterior strate. Allow for extra surface area when estimating applications, approved (MSI-IA/NIOSH) chemical coverage for raked joints and fluted or split face sur- cartridge respirator should be worn by applicator. For faces. interior application, provide mechanical exhaust ven- APPLICATION INSTRUCTIONS tilation. Air line masks or positive pressure hose masks must be worn during interior applications. VandlShell shall be applied by airless spray equip- ment at the approximate rate of 150-200 square feet For additional information on safety requirements, per gallon. Any airless spray equipment capable refer to OSHA guidelines and VandlShell Material ofl,000 psi (6,980 kPa) and '/2 gallon per minute Safety Data Sheet. (1.91/minute) delivery can be used for applying VAN- DLSHELL. For maximum production on large projects, airless spray equipment capable of 2,000 psi (13,780 kPa)and 1 gallon per minute (3.8 1/minute) delivery should be used. A reversible self-cleaning spray tip with orifice size of.013" to .017" (.330 to .425 mm) and minimum 40degree fan angle is recommended. CXT I 3808 N Sullivan Rd.Building#7 Spokane Valley,WA 99216 Out ptndttcis or a gnnatr wilecd to petal established gualiq,conDvl startdatds,hsonvotion cmNrdrml lit Derr lechuknl data Js hosed on laboratory and firhl testhig.but is,rnhjrct to change without prim•none.No gtmraatcrs of rtccioacyoreghwi or impGel,nor doer CEI'asstwta tipsy rrrywtuil,11,2 far coverage,performonce or hituries nssdihrg faun slmvge,arm/lhtg m•tas: of our products. Liability, if any. is limited to product rephicnraenl or, if applicablle• to the turns rtttted withitr the etecuted project warranty. FLOOR PAINT Heavy 8.51 • Dui ARMORSEAL° Floor REXTHANET'" I FLOOR COATING '''I• Cocrtin�:s g65-60 SERIES • PRODUCT INFORMATION Revised 11/04 PRODUCT DESCRIPTION RECOMMENDED USES ARMORSEAL REXTHANE I FLOOR COATING is a high sol- For industrial, commercial, or marine applications where a ids,single component,aliphatic,moisture cure urethane,VOC heavy-duty polyurethane floor finish is required complying,moisture resistant industrial floor coating.This ure- Excellent resistance to alkalies,dilute acids, spillage of sol- thane coating cures to a high gloss and chemical resistant film vents, chemicals,jet fuel,grease,etc. equivalent to two-part urethane coatings. Formulated specifically for brush and roller application • Impact and abrasion resistant Urethane floor coatings may exhibit tire tracking. • Chemical resistant Meets ADA requirements for slip resistance for floors • Resists yellowing • Interior or exterior use • Suitable for use in USDA inspected facilities Schools Airport hangers • VOC compliant Laboratories Pharmaceutical Houses • Fast"hardness"development Clean rooms Resists Skydrol • Graffiti resistant PRODUCT CHARACTERISTICS PERFORMANCE CHARACTERISTICS Finish: Gloss System Tested: (unless otherwise indicated) Substrate: Concrete Color: Clear,White, Haze Gray, Deck Surface Preparation: SSPC-SP13/NACE 6 Gray, Sandstone, Tile Red 1 ct: ArmorSeal 1000 HS Clear @ 5.0 mils dft 1 ct: ArmorSeal Rexthane I @ 2.0 mils dft Volume Solids: 67%±2%,White (calculated) may vary by color Abrasion Resistance: Method: ASTM D4060,CS17 wheel, 1000 cycles, 1 kg load Weight Solids: 81%±2%, may vary by color Result: 116 mg loss VOC(EPA Method 24): Unreduced: 282 g/L;2.41 lb/gal Adhesion: Reduced 10%: 335 g/L; 2.8 lb/gal Method: ASTM D4541 Result: 1466 psi Recommended Spreading Rate per coat: Wet mils: 3.0-4.5 Hot Tire Pick-Up: Dry mils: 2.0-3.0 Method: ITM P213.00 @ 140°F Coverage: 358-537 sq ft/gal approximate Result: Passes NOTE: Brush or roll application may require multiple coats to achieve maximum film thickness and uniformity ofappearance. Moisture Condensation Resistance: Method: ASTM D4585, 100°F, 1000 hours Drying Schedule @ 3.0 mils wet @ 50%RH: Result: Rating 10 per ASTM D714 for blistering @ 40°F @ 77°F @ 100°F To touch: 4 hours 2 hours 30 minutes Pencil Hardness: To recoat Method: ASTM D3363 minimum: 48 hours 9 hours 3 hours Result: H maximum: 14 days 14 days 14 days Foot Traffic: 48 hours 24 hours 12 hours Slip Resistance,Floors: Heavy Traffic: 7 days 3 days 3 days Method: ASTM C1028-96, .60 minimum Static Coefficient To cure: 7 days 3 days 3 days of Friction Drying time is temperature,humidity and film thickness dependent. Result: Passes wet and dry,with and without SharkGrip Additive Shelf Life: 12 months, unopened Store indoors at 40°F to 100°F. Resists fumes,splash,and spillage of mild acids,alkalies,salts, aliphatic and aromatic hydrocarbon solvents, lubricating oils, Flash Point: 111°F PMCC and Skydrol.(ASTM D1308). Reducer/Clean Up: Aromatic 100, R21<5 ArmorSeal 8.51 continued on back FLOOR PAINT H 8.51 COMPANY ' ARMORSEA0 Duty FloorREXTHANETM I FLOOR COATING ion "= B65-60 SERIES Coatings PRODUCT INFORMATION RECOMMENDED SYSTEMS SURFACE PREPARATION Concrete: Surface must be clean, dry, and in sound condition. Remove 1 ct. ArmorSeal 1000 HS, reduced @ 1.5-2.0 mils dft all oil, dust, grease,dirt, loose rust, and other foreign material 1-2 cts. ArmorSeal Rexthane I @ 2.0-3.0 mils dittct to ensure good adhesion. Concrete: Refer to product Application Bulletin fordetailed surface prepa- 1 ct. ArmorSeal FloorPlex 7100 Primer ration information. @ 1.5-2.0 mils dft 1-2 cts. ArmorSeal Rexthane I @ 2.0-3.0 mils dft/ct Minimum recommended surface preparation: Concrete: SSPC-SP13/NACE 6 Concrete-smooth: Wood: Clean, dry, sound, smooth 2 cts. ArmorSeal Rexthane I @ 2.0-3.0 mils dft/ct Steel with Zinc Metalizing: Clean, dry, sound (clear coat only) Steel with Zinc Metallizing: 1 ct. ArmorSeal Rexthane I Clear, mist coat, reduced 30%with R71<100. Allow to flash for 20 minutes. 1 ct. ArmorSeal Rexthane I Clear @ 2.0-3.0 mils dft TINTING (Reduced 10%with R71<100) Wood: Do not tint. 1-2 cts. ArmorSeal Rexthane I @ 2.0-3.0 mils dft/ct APPLICATION CONDITIONS Temperature: air and surface 20°F minimum, 100°F maximum material: 40°F minimum Do not apply over surface ice Relative humidity: Can be applied at relative humidi- ties up to 99%. Refer to product Application Bulletin for detailed application in- formation. ORDERING INFORMATION Packaging: All colors: 1 gallon containers Haze Gray: 1 and 5 gallon containers Weight per gallon: 12.09±0.2 lb(may vary with color) SAFETY PRECAUTIONS Refer to the MSDS sheet before use. The systems listed above are representative of the product's Published technical data and instructions are subject to change use. Other systems may be appropriate. without notice. Contact your Sherwin-Williams representative for additional technical data and instructions. The statements made herein are based on our research and/or the research of others believed to be accurate. No guarantee of their accuracy Is made however,and such statements may be changed without notice. www,sherwi n-williams.corn IFLOOR PAINT H 8.51 A �Duty ARMORSEAL° Floor REXTHANET"' I FLOOR COATING BsrJ-sO SERIES Coatings APPLICATION BULLETIN Revised 11104 SURFACE PREPARATION APPLICATION CONDITIONS General Surface Preparation Temperature: Surface must be clean, dry, and in sound condition. Remove air and surface 20oF minimum, 100°F maximum all oil,dust,grease, dirt, loose rust, and other foreign material material: 40°F minimum to ensure good adhesion. Do not apply over surface ice Concrete/Masonry Relative humidity: Can be applied at relative humidi- New ties up to 99%. Surface must be clean, dry, sound, and offer sufficient profile to achieve adequate adhesion. Minimum substrate cure is 28 days at 75'F. Remove all form release agents, curing com- pounds,salts,efflorescence,laitance,and other foreign matter APPLICATION EQUIPMENT by sandblasting,shotblasting,mechanical scarification,or suit- able chemical means. RefertoASTM D4260. Rinse thoroughly The following is a guide. Any reduction must be compliant to achieve a final pH between 6.0 and 10.0. Allow to dry thor- with existing VOC regulations and compatible with the exist- oughly prior to coating. ing environmental and application conditions. Old Surface preparation is done in much the same manner as new Reducer/Clean U Aromatic 100, R2K5,or R7K65 concrete; however, if the concrete is contaminated with oils, p "' grease,chemicals,etc.,they must be removed by cleaning with Brush a strong detergent. Refer to ASTM D4258. Form release agents,hardeners,etc.must be removed by sandblasting,shot- Brush............................ Natural Bristle blasting,mechanical scarification,or suitable chemical means. Reduction .....................As needed, up to 10%by volume If surface deterioration presents an unacceptably rough sur- face, ArmorSeal 5020 Floor Resurfacer is recommended to Roller patch and resurface damaged concrete. Cover............................ Mohair roller Fill all cracks,voids and bugholes with ArmorSeal Crack Filler. Reduction.....................As needed, up to 10% by volume with R7K65 Always follow the ASTM methods listed below: ASTM D4258 Standard Practice for Cleaning Concrete. If specific application equipment is listed above, equivalent ASTM D4259 Standard Practice for Abrading Concrete. equipment may be substituted. ASTM D4260 Standard Practice for Etching Concrete. ASTM F1869 Standard Test Method for Measuring Moisture Vapor Emission Rate of Concrete. SSPC-SP131NACE 6 Surface Preparation of Concrete Previously Painted Surfaces: If in sound condition, clean the surface of all foreign material. Smooth,hard or glossy coatings and surfaces should be dulled by abrading the surface.Apply a test area,allowing paint to dry one week before testing adhesion, If adhesion is poor,or if this products attacks the previous finish, removal of the previous coating may be necessary. If paint is peeling or badly weath- ered,clean surface to sound substrate and treat as a new sur- face as above. Steel with Zinc Metallizing: Surface must be clean, dry and sound. Follow the recom- mended system from the Product Information Sheet. Wood Surface must be clean, dry and sound. Remove any oils and dirt from the surface using a degreasing solvent or strong de- tergent.Sand to remove any loose or deteriorated surface wood and to obtain a proper surface profile. ArmorSeal 8.51A continued on back [FLOORI T Heavy 8.51A COMPANYARMORSEAL° Duty Floor REXTHANETM I FLOOR COATING B65.60 SERIES Coatings iNDUSTRIAL &MARINE COATINGS APPLICATION BULLETIN APPLICATION PROCEDURES PERFORMANCE TIPS Surface preparation must be completed as indicated. Spreading rates are calculated on volume solids and do not include an application loss factor due to surface profile,rough- Mixing Instructions: Mix paint thoroughly by boxing and stir- ness or porosity of the surface,skill and technique of the appli- ring before use. cator, method of application, various surface irregularities, material lost during mixing,spillage,overthinning,climatic con- Apply paint to the recommended film thickness and spreading ditions,and excessive film build. rate as indicated below: Excessive reduction of material can affect film build, appear- Recommended Spreading Rate per coat: ance,and adhesion. Wet mils: 3.0-4.5 Dry mils: 2.0-3.0 Anti-slip additives,such as H&C SharkGrip®,may be added to Coverage: 358-537 sq ft/gal approximate the coating to provide some slip resistance.This product should not be used in place of a non-skid finish. NOTE: Brush or roll application may require multiple coats to achieve maximum film thickness and uniformity of appearance. Urethane floor coatings may exhibit tire tracking. Drying Schedule @ 3.0 mils wet @ 50%RH: Pour a small amount of Aromatic 100,R2K5 over the top of the @ 40-F @ 77-F @ 100-F paint in the can to prevent skinning or gelling. To touch: 4 hours 2 hours 30 minutes Place a temporary cover over the pail to keep excessive mois- To recoat ture, condensation, fog, or rain from contaminating the coat- minimum: 48 hours 9 hours 3 hours maximum: 14 days 14 days 14 days ing. Foot Traffic: 48 hours 24 hours 12 hours It is recommended that partially used cans not be sealed/closed Heavy Traffic: 7 days 3 days 3 days for use at a later date. To cure: 7 days 3 days 3 days Drying time is temperature,humidity and film thickness dependent. Anti-slip additives,such as H&C SharkGrip®,may be added to Application of coating above maximum or below minimum rec- the coating to provide some slip resistance.This product should ommended spreading rate may adversely affect coating per- not be used in place of a non-skid finish. formance. Refer to Product Information sheet for additional performance characteristics and properties. CLEAN UP INSTRUCTIONS SAFETY PRECAUTIONS ` Clean spills and spatters immediately with Aromatic 100,R2K5. Refer to the MSDS sheet before use. i Clean tools immediately after use with Aromatic 100, R2K5. Follow manufacturer's safety recommendations when using any Published technical data and instructions are subject to change solvent. without notice. Contact your Sherwin-Williams representative for additional technical data and instructions. The statements made herein are based an our research and/or the research of others believed to be accurate, No guarantee of their accuracy is made however,and such statements may be changed without notice. www,sherwi n-wi lliams.com TRIM PAINT 13L$ am 2.25 Industrial and Mcrine DIRECT-TO-METAL ENAMEL Coatings 655 SERIES PRODUCT INFORMATION Revised4/2000 PRODUCT DESCRIPTION RECOMMENDED USES DIRECT-TO-METAL ENAMEL is a high-build alkyd coating For use over prepared steel in industrial environments. with rust-inhibitive properties for application directly to bare steel. Interior/exterior Primer/finish • New construction Repaints • Good gloss and color retention • Corrosion resistance and finish coat protection in one coat Railings Storage tanks • Outstanding long term flexibility Machinery Bar joists • Suitable for use in USDA inspected facilities Structural steel Piping • Steel doors Fire escapes • Steel decking Conveyors PRODUCT CHARACTERISTICS PERFORMANCE CHARACTERISTICS Finish: Semi-Gloss System Tested: (unless otherwise indicated) Substrate: Steel Color: Wide range of colors available Surface Preparation: SSPC-SP6 Finish: 2 cts. Direct-to-Metal Enamel @ 3.0 mils dit/ct Volume Solids: 41%t 2%,may vary by color Abrasion Resistance: Weight Solids: 59%t 2%,may vary by color Method: ASTM D4060,CS17 wheel, 1000 cycles, 1 kg load Result: 200 mg loss VOC(calculated): 450 g/L;3.75 lb/gal Adhesion: Pure White Method: ASTM D4541 Result: 300 psi Recommended Spreading Rate per coat: Direct Impact Resistance: Wet mils: 7.0-13.0 Method: ASTM G14 Dry mils: 3.0-5.0 Result: >30 in. Ibs, Coverage: 131 -188 scl ft/gal approximate Dry Heat Resistance: Method: ASTM D2485 NOTE: Brush or roll application may require multiple coats to achieve Result: 200°F (discolors) maximum film thickness and uniformity of appearance. Flexibility: Method: ASTM D522, 180°bend, 1/4"mandrel Drying Schedule 10.0 mils wet @ 50%RH: Result: Passes @ 77-F Moisture Condensation Resistance: To touch: 1'%hours Method: ASTM D4585, 100•F, 500 hours Tack free: 6 hours Result: PassesPencil Hardness: To recoat: 18 hours Method: ASTM D3363 `I Result: 3B Drying time is temperature,humidity and film thickness dependent. Salt Fog Resistance: Method: ASTM B117, 500 hours Shelf Life: 36 months, unopened,at 77°F Result: Passes Exterior Durability: Flash Point: 101•F, PMCC Method: 1 year,45'South Result: Very good Reducer/Clean Up: VMBP Naphtha,R1K3,dean up only Thermal Shock: Method: ASTM D2246, 5 cycles Result: Passes Provides performance comparable to products formulated to federal specifications: MIL-E-15090, TT-E-485F Alkyd 2.25 2000646 continued on back TRIM PAINT M Lts 0 2.25 Industrial and Marine DIRECT-TO-METAL ENAMEL Coatings BS5 .SERIES PRODUCT INFORMATION RECOMMENDED SYSTEMS SURFACE PREPARATION Steel, Light Service: Surface must be clean, dry, and in sound condition, Remove 1 ct. Direct-To-Metal Enamel @ 3.0-5.0 mils dft all oil,dust,grease,dirt, loose rust, and other foreign material to ensure adequate adhesion, Steel, Moderate Service: 2 cts. Direct-To-Metal Enamel @ 3.0-5.0 mils dfUct Refer to product Application Bulletin for detailed surface prepa- ration information. Minimum recommended surface preparation: Iron$Steel: SSPC-SP2 COLOR AVAILABILITY/TINTING Tint with Blend-A-Color Toner at 75% strength. Five minutes minimum mixing on a mechanical shaker is required for com- plete mixing of color. Color: Wide range of colors possible. APPLICATION CONDITIONS Temperature: 40°F minimum, 120°F maximum (air, surface, and material) At least 5°F above dew point Relative humidity 85% maximum Refer to product Application Bulletin for detailed application information. ORDERING INFORMATION Packaging: 1 and 5 gallon containers Weight per gallon: 91 t 0.2 lb, may vary with color SAFETY PRECAUTIONS Refer to the MSDS sheet before use Published technical data and instructions are subject to change The systems listed above are representative of the product's without notice. Contact your Sherwin-Williams representative use. Other systems may be appropriate. for additional technical data and instructions. TRIM PAINT ML$ am 2.25A Industrial and Marine DIRECT-TO-METAL ENAMEL Coatings B66 SERIES APPLICATION BULLETIN Revised4/2000 SURFACE PREPARATION APPLICATION CONDITIONS Surface must be clean, dry, and in sound condition, Remove Temperature 40°F minimum, 120°F maximum all oil,dust,grease,dirt, loose rust,and other foreign material (air, surface, and material) to ensure adequate adhesion. At least 5°F above dew point Iron&Steel Relative humidity: 85% maximum Minimum surface preparation is Hand Tool Clean per SSPC- SP2.Remove all oil and grease from surface by Solvent Clean- ingper SSPC-SP1. For better performance, use Commercial Blast Cleaning per SSPC-SP6, blast clean all surfaces using a sharp,angular abrasive for optimum surface profile(2 mils). APPLICATION EQUIPMENT Coat any bare steel within 8 hours or before flash rusting oc- curs. The following is a guide. Changes in pressures and tip sizes may be needed for proper spray characteristics.Always purge Previously Painted Surfaces spray equipment before use with listed reducer.Any reduction If in sound condition, clean the surface of all foreign material, must be compatible with the existing environmental and appli- Smooth,hard or glossy coatings and surfaces should be dulled cation conditions. by abrading the surface. Apply a test area, allowing paint to dry one week before testing adhesion. If adhesion is poor,or if Reducer/Clean Up ..........VM&P Naphtha, R1 K3, this products attacks the previous finish, removal of the previ- clean up only ous coating may be necessary.If paint is peeling or badly weath- ered, clean surface to sound substrate and treat as a new Airless Spray surface as above_ Pressure . . . 2000 psi Hose .... _ .__ _ ....3/8"ID Tip. .. .. . . .0191, Reduction _ _ _ _ . not recommended Conventional Spray Gun..............................Binks 95 Fluid Nozzle..................638 Air Nozzle .. . __. 63PB Atomization Pressure...50 psi Fluid Pressure..............20-25 psi Reduction .....................not recommended Brush Brush............................Natural Bristle Reduction not recommended Roller Cover............................3/8"woven with phenolic core Reduction .....................not recommended If specific application equipment is listed above, equivalent equipment may be substituted. Alkyd 2.25A 2000646A continued on back TRIM PAINa I T 2.25A Industrial and Marine DIRECT-TO-METAL ENAMEL Coatings g55 SERIES APPLICATION BULLETIN APPLICATION PROCEDURES PERFORMANCE TIPS Surface preparation must be completed as indicated. Stripe coat all crevices, welds, and sharp angles to prevent early failure in these areas. Mixing Instructions: Mix paint thoroughly by boxing and stir- ring before use. When using spray application, use a 50% overlap with each pass of the gun to avoid holidays,bare areas,and pinholes. If Apply paint at the recommended film thickness and spreading necessary, cross spray at a right angle. rate as indicated below: Spreading rates are calculated on volume solids and do not Recommended Spreading Rate per coat: include an application loss factor due to surface profile,rough- Wet mils: 7.0-13.0 ness or porosity of the surface, skill and technique of the ap- Dry mils: 3.0-5,0 plicator, method of application, various surface irregularities, Coverage: 131 -188 sq ft/gal approximate material lost during mixing,spillage,overthinning,climatic con- ditions, and excessive film build- NOTE: Brush or roll application may require multiple coats to achieve maximum film thickness and uniformity of appearance. No reduction of material is recommended as it can affect film Drying Schedule @ 10.0 mils wet @ 50%RH: build, appearance, and adhesion. @ 77°F In order to avoid blockage of spray equipment, clean equip- To touch: 1'/z hours ment before use or before periods of extended downtime with Tack free: 6 hours VM&P Naphtha, R1 K3. To recoat: 18 hours Refer to Product Information sheet for additional performance Drying time is temperature,humidity and film thickness dependent. characteristics and properties. Application of coating above maximum or below minimum rec- ommended spreading rate may adversely affect coating per- formance. CLEAN UP INSTRUCTIONS SAFETY PRECAUTIONS Clean spills and spatters immediately with VM&P Naphtha, Refer to the MSDS sheet before use. R1 K3. Clean tools immediately after use with VM&P Naph- tha, R1 K3. Follow manufacturer's safety recommendations Published technical data and instructions are subject to change when using any solvent. without notice. Contact your Sherwin-Williams representative for additional technical data and instructions. CAULK : INTERIOR & EXTERIOR 3M 700-Series Hybrid Products: 3Nf' Hybrid Sealant 730, Clear ,vMf" Hybrid Sealant 740 � 3Nf" Hybrid Adhesive Sealant 760 Product 3MT"t 700-Series Hybrid Sealant and Hybrid Adhesive Sealant products are one component, Description moisture curing products which form permanent elastic bonds.They are similar in function as a typical one component polyurethane sealant but are isocyanate-free.3M Hybrid Sealants and Hybrid Adhesive Sealants bond to a wide variety of materials including plastics,metals, fiberglass,and wood. Differentiated from other high performance sealants as they are very low V(K,have better UV resistance,and have broad substrate adhesion for a wide range of productivity enhancement applications. Features/ Advantages *All paints should first be tested for compatibility in application. 3M'm 700-Series Hybrid Features Products: Advantages 730 740 760 One component,moisture-curing x x x -No mixing -Simplifies production Bonds dissimilar materials x x x -Gives design flexibility Adheres to a wide variety of materials x x x -Multiple uses and design flexibility Permanently elastic x x x -Provides long lasting bonds Fast-skinning x x x -Speeds production Paintable when wet* x x x -Improves appearance -Gives high strength bonds High tensile strength x x -Replace rivets and mechanical fasteners -Ideal for sealing Low Modulus,Low Shore-A hardness x x -Good for bonding materials with different coefficients of thermal expansion High Modulus, High Shore-A hardness - - x -Ideal for sealing -Gives high strength bonds Cures Clear x -Improves appearance 3 M" 700-Series Hybrid Products: Hybrid Sealant 730, Clear • Hybrid Sealant 740 . Hybrid Adhesive Sealant 760 Application Ideas Market 3M"m 700-Series Hybrid Products: 730 740 760 General Industrial x x x Construction x x x Marine x x x Specialty Vehicle x x x Seals lap seams on trucks,trains,trailers,etc.,and Bonds floors,exterior/interior panels, construction panels.Seals/Bonds well to most common roofs for trucks,trains,trailers,vans, substrates. etc.Bonds well to most materials. Technical Data Note: The following technical information and data should be considered representative or typical only and should not be used for specification purposes. 3M rm 700-Series Hybrid Products: Properties 730 740 760 Tack-Free Time @ 737 and 50%Relative Humidity 25-30 minutes 40-60 minutes 10-30 minutes Rate of Cure @ 73°F and 50% >1/8"(3.5 mm) >1/8"(3.5 mm) >1/8"(3.5 mm) Relative Humidity per 24 hour per 24 hour per 24 hour Shore A Hardness(ASTM C661) 30 30 55 Tensile Strength(ASTM D412) 250 psi(1.7 MPa) 145 psi(1.0 MPa) 260 psi(1.8 MPa) Elongation at Break(ASTM D412) 300% >300% >100% 100%Modulus(ASTM D412) >80 psi(>0.6 MPa) >70 psi(>0.5 MPa) >145 psi(>1 MPa) Service Temperature -40°F-194°F(-40°C-90°C) -40°F-194°F(-40°C-90°C) -40°F-212°F(-40°C-100°C) Specific Gravity 1.05 1.65 1.61 Consistency Medium paste Medium paste Thick paste VOC Content 11 g/I 22 g/I 13 g/I -2- 3NI'" 700-Series Hybrid Products: Hybrid Sealant 730,Clear• Hybrid Sealant 740 • Hybrid Adhesive Sealant 760 Typical Properties of 3MI'm Hybrid Sealants/Adhesive Sealants Note: The following technical information and data should be considered representative or typical only and should not be used for specification purposes. Application Temperature 40-F-95°F(5°C-35°C) Resistance to dilute acids and bases Good UV resistance Excellent Water and salt spray resistance Excellent Compatibility with paints Water based:yes Can be painted when wet Solvent based:test beforehand Approximate Coverage 1/8"(3 mm)bead= (10.5 oz.[310 mm Cartridge]) 126 lineal feet(38 lineal meters) Performance Data Note: The following technical information and data should be considered representative or typical only and should not be used for specification purposes. Heat Resistance: Long term exposure to temperatures greater than 212°F(100°C)will decrease tensile strength over time.Do not use these products in applications where the temperatures will continuously exceed 212°F(100°C). Product Certifications and Listings 3MTM 700-Series Hybrid Products: 730 740 760 NSF R2 Coating for Use on Structural Surfaces — (White and Gray only) (White and Gray only) (Color specific) Leadership In Energy and Environmental Design(LEED) X X X Contributes to LEED credit -3- 3MTM 700-Series Hybrid Products: Hybrid Sealant 730, Clear• Hybrid Sealant 740 • Hybrid Adhesive Sealant 760 Directions for Use Surface Preparation: Surfaces to be sealed or bonded should be clean and dry.Surfaces should be free from grease,mold release,oil,water/condensation,and other contaminants that may affect the adhesion of the sealant.Abrading with 180 to 220 grit abrasive followed by a solvent wipe will improve the bond strength.Suitable solvents include 3MTM Adhesive Remover,methyl ethyl ketone(MEK),isopropyl alcohol(IPA),or acetone "When using solvents,use In a well ventilated area.Extinguish all sources of ignition in the work area and observe product directions for use and precautionary measures. Refer to product label and MSDS for further precautions.Always pre-test solvent to ensure it is compatible with substrates. Local and federal air quality regulations may regulate or prohibit the use of these products or surface preparation and cleanup materials.Consult local and federal air quality regulations before using these products. Primer: Use of a primer is an extra step and cost and will depend on substrates and the final end use. Using primer can improve the corrosion resistance of certain metals as well as improve the durability of the bond when exposed to high humidity conditions. For most applications,high strength bonds on metal can be achieved without the use of a primer. Pre-testing for adhesion is suggested to determine if a primer is needed. Contact your 3M Technical Service representative for primer recommendation and application advice. Application: Loading the applicator gun: make sure the applicator is set up with correct plunger attachment for cartridge or sausage pack. Metal Cartridge: Puncture seal in nozzle and remove the pull-tab seal at the bottom of the cartridge.Load into applicator and fix retaining ring(if applicable). Assemble the nozzle(if applicable)and cut to desired size and shape. Plastic Cartridge:Cut off the top of the cartridge with a sharp blade,just above the area where the threads stop.Attach the nozzle and cut to desired size and shape. Sausage Pack:Make a 1" slit close to the crimp on one end of the sausage pack. Load the sausage pack into the applicator barrel(slit side out). Place the rounded end of the supplied sausage nozzle onto the slit end of the sausage pack and fix with retaining ring. Cut nozzle to desired size and shape. Product should be used within 24 hours after seal is punctured.Dispense product with the nozzle tip in contact with the substrate to insure good gap filling and substrate wetting.Bonding must occur within the first 50%of published skin time Do not apply hybrid sealants and adhesive sealants on frozen nor wet surfaces. Do not apply over silicone nor in the presence of curing silicone or curing polyurethane.Avoid contact with uncured polyurethane during curing. Sealant can be tooled immediately after applying to give desired appearance. Cleanup: While sealant is still soft,cleaning can be done with the same solvents used for surface preparation.If sealant is already cured, removal is done mechanically with razor knife, piano wire, sanding or 3MTM Scotch-BriteTM Molding Adhesive and Stripe Removal Disc.This disc is available from 3M Automotive Aftermarket Division. -4- W" 700-Series Hybrid Products: Hybrid Sealant 730, Clear• Hybrid Sealant 740 . 1-lybrid Adhesive Sealant 760 Application Equipment Cartridge and Sausage Pack: Suggestions A variety of applicators are available.Please contact your sales rep for assistance in selecting an applicator. Bulk Dispensing: A 46:1 ratio dual action piston pump with a ram is suggested.Actual equipment should be designed for your application based on the volume required.Please contact your sales rep or the technical service group to suggest equipment manufacturers(Graco: 1-877-844-7226 or www.graco.com). Storage Hybrid sealants and adhesive sealants must be stored in a controlled environment to maximize shelf life. Store the products in the original unopened containers below 77°F(25°C). Shelf Life When stored at recommended conditions,the shelf life is 12 months from date of manufacture. Precautionary Refer to Product Label and Material Safety Data Sheet for health and safety information before using this Information product.For additional health and safety information,call 1-800-364-3577 or(651)737-6501, Technical Information The technical information, recommendations and other statements contained in this document are based upon tests or experience that 3M believes are reliable,but the accuracy or completeness of such information is not guaranteed. Product Use Many factors beyond 3M's control and uniquely within user's knowledge and control can affect the use and performance of a 3M product in a particular application.Given the variety of factors that can affect the use and performance of a 3M product,user is solely responsible for evaluating the 3M product and determining whether It Is fit for a particular purpose and suitable for user's method of application. Warranty, Unless an additional warranty is specifically stated on the applicable 3M product packaging or product Limited Remedy, literature,3M warrants that each 3M product meets the applicable 3M product specification at the time 3M ships the product.3M MAKES NO OTHER WARRANTIES OR CONDITIONS,EXPRESS OR and Disclaimer IMPLIED, INCLUDING,BUT NOT LIMITED TO,ANY IMPLIED WARRANTY OR CONDITION OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE OR ANY IMPLIED WARRANTY OR CONDITION ARISING OUT OF A COURSE OF DEALING,CUSTOM OR USAGE OF TRADE. If the 3M product does not conform to this warranty,then the sole and exclusive remedy is,at 3M's option,replacement of the 3M product or refund of the purchase price. Limitation of Liability Except where prohibited by law,3M will not be liable for any loss or damage arising from the 3M product, whether direct,indirect,special,incidental or consequential,regardless of the legal theory asserted, including warranty,contract,negligence or strict liability. 3MThis Industrial Adhesives and Tapes Division product was manufactured under a 3M quality system registered to ISO 9001:2008 standards Industrial Adhesives and Tapes Division www.3M.cuin5t1;t illtts 3M Center,Building 225-3S-06 St.Paul,MN 55144-1000 800-362-3550.877-369-2923(Fax) -5- 3M"' 700-Series Hybrid Products: Hybrid Sealant 730, Clear- Hybrid Sealant 740 - Hybrid Adhesive Sealant 760 3M end Scotch-Bdte are trademarks of 3M Company, 03M 2015 -6- GROUT Skim Coat for Walls Fast-Setting Exterior Use Polymer-modlfled RAECO SKIMWALLTM . . SILPRO RAECO®SKIMWALU"is a fast-setting,smooth- TEST DATA textured,high strength,single component,concrete repair Compressive Strength(Air Cured): compound for exterior or interior concrete walls and floors. ASTM C109 24 hours 2900 psi Consisting of a uniform,premixed blend of Portland cements 7 days 2900 psi and select aggregates with polymer modification to promote 28 days 4500 psi lasting surface adhesion,RAECO®SKIMWALU"is used for Flexural Strength: 28 days 1200 psi renovation and new construction. ASTM C348 Bond Strength: 28 Days 500 psi U S E S K I M W A L L FOR. ASTM 3931 when bonded to properly Intended for patching and skimming exterior concrete prepared concrete. walls,CMU masonry block walls,tilt-up panels,pre-cast Working Time: 30 minutes at 70'F(21'C) concrete structures,polystyrene insulation board and other Pot Life: 45 Minutes. cementitious substrates.RAECO®SKIMWALU"is formulated Re-dispersible polymer allows the to be used as wall overlay skimming compound to provide mixed product to be remixed 2-3 times,without any additional a smooth,even colored,monolithic cement finish.With the water. proper adjustment of water,RAECO®SKIMWALU"be also Initial Set Time: Approximately 45 minutes be used for filling bug holes,honeycombs,pop-outs,inserts ASTM C191 at 70'F(21'C) recesses,brace points,chamfer spalls and reveal strip repairs. ® Final Set Time: Approximately 60 minutes RAECO SKIMWALU"may be used on horizontal concrete in ASTM C191 at 70T(21°C) foot traffic applications,as long as it is properly sealed. RAECO®SKIMWALV may be used for interior applications SURFACE P R E P A R A T 10 N over all suitable flooring materials except unprimed drywall Concrete Walls: or gypsum-based underlayments. Surface must be solid,completely clean,free of oil,wax, RAECO®SKIMWALU"is intended for multi-purpose repairs grease,sealers,curing compounds,efflorescence,paint,dirt, loose surface material and any contaminant that will act as a and is also formulated as a floor covering underlayment. bond breaker. RAECCY'SKIMWALV`can be applied from a featheredge to 1/2!'(1.27 cm)in thickness,and up to 2"(5.08 cm)with the Weak concrete surfaces must be cleaned down to solid sound addition of#16(1.180 mm)silica sand. concrete by mechanical means.Acid etching or chemical RAECO®SKIMWALU"is designed for smoothing and cleaning is not acceptable. patching walls on projects where an ultra smooth surface is Expansion joints,panel joints and all moving joints must be desired in a short amount of time and true concrete color is honored. desirable.RAECO®SKIMWALU"may be light rubbed with a Metal Substrates: damp sponge after 45 minutes,or sanded after 90 minutes. RAECO®SKIMWALU"will bond to most ferrous steels, provided they are free of bond-breaking residues and rust- A D V A N T A G E S free.Some non-ferrous steel(such as stainless steel)may •Fast Setting allows painting or sealing within 60 minutes require an epoxy primer. •Strong.4500 P.S.I.compressive strength For additional guidance on preparing any of the above •No primer needed.Polymer modified,strong bonding and substrates,please contact Silpro Technical Services at 1-800- high flexural strength 343-1501. •Install in a single lift from a featheredge to 1/z"deep +J •Sandable after 90 minutes •Forgiving.Self-healing polymers minimizes trowel lines •Longer working time.Maintains workability for 30 minutes at 70"F(21'C) $ •Permanent.RAECO®SKIMWALU"is a REAL Portland"' cement product and meets ASTM C-150 •4 Shades of Gray`"to match Northwest concrete colors •Very smooth.No large sand aggregates •Mixes with water only For Customer Service, Calf Silpro at 1 -800-343-1501 11; 1x)"r; 1_I r i R117/1'i I c. N5 _ Mix only enough RAECO"SKIMWALL'"that can be placed • Do not install below 45°F(4°C)or above 100°F(38°C) and finished with in 15 minutes at 70'F(21°C).Higher substrate • RAECO SkimWall is NOT intended to be used over wood temperatures will cause the RAECO'SKIMWALL"to set in any exterior application.Never use SkimWall as an faster and lower temperatures will extend set times.Smaller anchoring material for inserts,dowels or anchor bolts. batches can be mixed at a 3 parts powder to 1 part water Never used over gypsum-based materials. mix ratio.Always mix with water in a pail first,adding the . Do not install over gypsum based surfaces or drywall. powder second.A full bald i can t be iiuxed by adding 2.0 .Do not over water,retemper,or add additional additives. quarts of water to a fifteen-pound pail.Mix with a 350-rpm . Always install a test area to confirm suitability of RAECO' minimum mixing drill and paddle to a lump free consistency. SKIMWALL;"for intended use.Assistance available from Do not over mix or entrain additional air into the product. Silpro Technical Services,1-800-343-1501. Mixing Water: P n For skim coat applications:Mix 2.0 qts.per 15 lb.pail,or mix 3.3 qts.per 25 lb.bag.For smaller batches,use a mix ratio of 3 15 IN pails parts powder to I part water can be used. 251b bags For thicker patching applications and filling small well- defined voids:Mix 1.8 quarts per 15 lb.pail,or mix 3gts.per 25 i 0 f?A 6 1- lb.bag.For smaller batches,a mix ratio of 2.75 parts powder Always keeps in cool/dry place unexposed to sunlight or to 1 part water. water.Keep opened product resealed in container. ;1V PIiC AT10N SHrl-F I„IFS RAECO'SKIMWALL"can be installed from a featheredge 1 year when stored properly in original unopened container. to 1/2" in one application.RAECO'SKIMWALL°may be installed up to 2"inches with the addition of#16 silica sand. �llalnlr; CAUTION I Contains Portland cement and silica sand.May irritate eyes RAECO`�SKIMWALL"is self-curing.The process of concrete and skin.Avoid contact with eyes or prolonged contactcuring is not required.RAECO'SKIMWALL"'is walkable with skin.In case of contact,flush thoroughly with water. in 45 minutes and will accept floor coverings in 60 minutes. The wearing of gloves,dust masks and safety goggles is Deeper patches may require additional dry time. recommerided. Note:RAECO'SKIMWALL"is cement based;therefore In case of eye contact,,Flood eyes with potable water and follow ACI rules of concrete work regarding warm and cold c�physiaart.DO`NOT RUB EYES. i weather placement procedures.Hot temperatures above 85°F will reduce working time,therefore use cold water. See Material Safety Data Sheet for detailed information.. Cold weather(below 55°F)will have a retarding effect on Do not take intertially.'Crystalline silica sand may cause set times,therefore it will be beneficial to store RAECO' serious lung problems.Avoid:breathing dustand wear a SKIMWALL"in a warm building and use lukewarm mix respirator in dust. .4reas. water.Do not place below 45°F(4°C).Do not allow to freeze and always protect from wind,direct sunlight.Do not use KEEROUT OF-THE.RBACH.OF CHILDREN. fossil fuel heaters in any space prepared for cement products, DO=NOT TAKE INTERNALLY'. paint or floor coverings.Do not mix with admixtures unless Dispose of in accordance with local,state,or federal given written direction from Silpro.Any questions,call Silpro regulations.In case of a rriedical emergency or for Technical Services. information regarding spillage clean up or disposal call INFOTRAC:SM535-5053. Use water to clean all tools immediately after use. Please call Silpro LLC for copy of guarantee. f 8/14 • WAYI AYER, MA r :rr rVAM.SILPROXONI DOORS FRAMES DOORVENT 1:CecoDoor TECH-DATA ASA ABLOY Y C.1 1-3/4" ULTRADOR (UP) POLYSTYRENE CORE DOORS FLUSH PANEL STEEL DOORS UNIVERSAL, NON-HANDED Polystyrene slab, bonded to the inside of both face sheets with a waterproof, contact adhesive. Suggested Use: Interior or Exterior... • Office Motel/Hotel Apartment Condominiums Dormitories Urban Renewal Health Care Institutional Mercantile Public Utility Factory Warehouse DOOR DESIGNS F G G2 G3 V N___ NT GLB ® ® 00 DDT0 01D 00 m F�9 E DDB ® 1313 00 N LB LD LT E101 E201 E202 E203 E601 6—PANEL EMBOSSED DESIGN 4070 MAX. A%SA Alit 0Y,tht-global Ivadel D4B in door opening solutions. TECH-DATA ULTRADOR N I o Hardware locations shown match Ceco standard frames. 0 0 0 o N o W 3 1 1/8 8.88 L—J I Y M M Q O C9 0 (o U 17 M N n lY W = _ 0 N M M M Z 8 Z Z W Z = --- --- Q U 0 1A a � 0 CDM I o fM M N In W _ x J N 0 0 J 2 2 2 0 H Q M M M M W � Z_ M M O � � N .r 0 Z 8.25 5 1 9 Finished Floor 3/4 DOOR ELEVATION VERTICAL SECTION DOUBLE SWING SINGLE SWING L r f ACT LEAF WIDTH ACT LEAF WIDTH ACT LEAF WIDTH 1/8 NOMINAL DOOR 1/8 1/8 NOMINAL DOOR 1/8 OPENING WIDTH OPENING WIDTH HORIZONTAL SECTIONS (Conversion: 1" = 25.4 mm, e.g., 1-3/4" = 44.45 mm) •1 panel & 2 panel designs are Ilmlted to 8'0 hgt. OVERLAPPING ASTRAGAL O7 OVERLAPPING ASTRAGAL O7 OVERLAPPING ASTRAGAL O 4451 4441 4471 FOR 1-3/4" THICK FOR 1-3/4" THICK FOR 1-3/4" THICK DOORS WITH OPTIONAL DOORS DOORS POLY—PILE INSERT STEEL STEEL /STEEL INACTIVE ACTIVE INACTIVE ACTIVE INACTIVE ACTIVE ALUMINUM J STEEL LISTED LISTED C Ceco Door ASSA ABLOY TECH-DATA ULTMDOR 16 GAGE STEEL O VERTICAL EDGES 0 END CHANNELS Epoxy Seal ' Hairline \ CI WELDED , Seam TO BOTH MECHANICALLY \ FACE SHEETS INTERLOCKED HEMMED EDGES INVERTED TOP AND ALSO AVAILABLE BOTTOM SEAMLESS (WELDED i OR BODY FILLER) i OPTIONAL TOP AND CENTER EDGE SEAM CONSTRUC— BOTTOM CAPS ARE AVAILABLE TION PROVIDED WHEN OVER 9'0" OR 14 GAGE SKINS CLOSER O LOCK PREPARATION REINFORCEMENT GOV. 160/161 (OPTIONAL) ��' CYLINDRICAL TYPE 14 GAGE STEEL i� (LC1) CHANNEL 20" LONG i � (ANSI A115.2) 2-3/4" BACKSET V LOCK EDGE IS BEVELED HINGE LOCK 1/8" in 2" (1:16) O5 PREPARATION PREPARATION GOV. 86-4 =� MORTISE TYPE 4-1/2" X .134" j CLOSURE y HIGH, STANDARD PLATES OR FULLEAVY MORTISE INCLUDED (LM 1) 2-3/4"1 BACKSET HINGE 7 GAGE / PREPS REINFT• LMO) SIMILAR TO DETAIL ( LESS FACE CUTOUT ANSI A156 7 SIMILAR TO DETAIL TEMPLATE (LPO) LESS ALL CUTOUTS `! J NON—HANDED AND REINFORCEMENT GLAZING TRIM ® FIXED SLAT TYPE LOUVER U SlimTrim 4634 FOR 1-3/4" THICK DOORS 50% FREE AIR FLOW 3/8" WIDE GLAZING POCKET STEEL Weco Door STEEL n A%A/1BJ1.!i LISTED TECH-DATA ULTRADOR a STANDARD SIZES PRODUCT SPECIFICATIONS: NOMINAL DOOR OPENING 1-3/4" Thick steel doors shall be as manufactured by Ceco Door Products, . WIDTH Doors shall conform to the Steel Door Institute guide specification, ANSI SINGLE DOUBLE HEIGHT A250.6; see chart below for performance classifications. 2'-0" 4'-0" 2'-4" 4'-8" ULTRADOR doors are made full-flush or (optional) seamless style. Face 2'-6" 5'-0" 6'-8" sheets are commercial quality cold rolled steel conforming toASTM A1008...or 2'-8" 5'-4" 7'-0" (optional)hot-dipped galvanized steel conforming to ASTM A924 and A653-- 2'-10" 5'-8" 7'-2" 3'-0" 6'-0" 7'-10" see chart below. 3'-4" 6'-8" 8'-0" 3'-6" 7'-0" 9'-0" UltraDor full-flush doors have mechanically interlocked, hemmed, hairline 3'-8" 7'-4" 10'-o" seams on vertical edges and have no visible seams on faces. Doors specified 3'-10" 7'-e" "seamless"have no visible seams on faces or vertical edges(S.D.I.Model 2).A 4'-0" 8'-0" one piece,polystyrene slab,conforming to ASTM C578 TYPE 1, is bonded to the inside of both face sheets with a waterproof contact adhesive.The top and FIRE DOORS bottom door edges are closed with 16 gage steel channels welded to both face sheets. LABELING AGENCIES: •UNDERWRITERS LABORATORY Hardware Provisions: Hinge preparations are handed. Hinge edges are •WARNOCK HERSEY mortised for 4-1/2" or 5" high, standard and heavy weight hinges (specify TEST: UL 10C, UL1OB which). 7 gage steel hinge reinforcements are welded inside the door edge and are drilled and tapped for fasteners in accordance with ANSI A156.7.The •RATING: 20 MIN, 3/4 HR. lock edge has a standard bevel (1:16) and is prepared for Gov. series 86, 1-1/2 HR. OR 3 HR 160/161,or 90 locks in accordance with ANSI A115(specify which). Optional •MAX. SIZE: 40 x 80 SINGLE closer reinforcement is a 14 gage steel channel. 80 x 80 PAIR • 80 x 90 W/ VERTICAL RODS Paint: 1-3/4"steel doors shall be provided with one coat of oven-cured neutral •DESIGNS: F, G, N, do v color primer paint. Primer coat shall conform with ANSI A250.10.The primer Not all ratings are available coat is a preparatory base for necessary finish painting."Colorstyle"finish coat in all sizes, designs and is also available from a selection of standard colors(optional).Colorstyle finish materials. is electrostatically applied,oven-cured urethane enamel and shall conform to SIZE LIMITS - DESIGNS ANSI A250.3 . For accurate color selectors ask for a Ceco Colorstyle chart. E%EP►IONS: FLUSH 1 2 6 Ell, E2, and E6 designs: mortise lock preparation limited to 3'0' width, minimum. DESIGN PANEL PANEL(PANEL 1 do 2 panel doors are available in 18 gage face sheet@ only. MAX. 40100 3080 30BO 4070 6 panel doors are available in 20. 18, do 18 gage face sheets only. MIN. 2068 2868 2860 2668 Panel design door face sheets are formed from A40 gale. steel. MATERIAL GALV RECOMMENDED DOOR FACE SHEETS LEVEL C.R. A601 G90 DOOR FRAME MATERIAL,_ 20 Gage Steel (4080 max.) Standard Duty STD - I — 16 Gage Steel 20 Gage Textured Steel Standard Duty — STD — 16 Gage Steel (4080 max.) 18 Gage Steel Heavy Duty STD OPT OPT 16 Gage Steel 16 Gage Steel Extra heavy Duty STD OPT OPT 16 or 14 Gage Steel 14 Gage Steel Maximum Duty STD OPT OPT 14 or 12 Gage Steel PERFORMANCE Thermal FULLY OPERABLE ASSEMBLIES (ASTM C1363) R - 2.83 1 U = 0.35 Characteristic Value: CORE CALCULATED (ASTM C518) R = 6.35 U = 0.157 Sound Transmission STC 27 (F Design, 18 Gage Face Sheets, Class: ASTM E90 & E413 [Fully Operable]) Physical Endurance Meets ANSI A250.4 Performance Test, 20 GAGE: Level B (500.000 Level: Cycles); 18 and 16 Gage; Level A (1,000,000 Cycles) C=-CecoDoor ASSAABLOY,the global leader /-ti.7SA MMY indoor opening solutions. CCecoDoor TECH-DATA ASM ABLIOYY LL SERIES SQ, SR, AND SC STEEL FRAMES FOR 1-3/4" DOORS STANDARD WALL APPLICATION, HANDED 1/2"�{ � BACKBEND �{ � 1/2- 2" FACE So * BASIC PROFILES 5T 1-15/16" VARIES 1-15/16" DEPTH - e 1/2"� � � � 1/2" 1/2"�{ � � � 1/2" SC 2" FACE SR 2" FACE 3� L T DEPTH 5/8" 1-15/16" VARIES r '� DEPTH * Depth, face, soffit, and backbend dimensions are variable (made to order) within limits of material and tooling. Hardware preparations are for 1-3/4" thick doors. Rabbet dimensions and hardware preparations to suit other door thicknesses are also available. Backbends need not be the same on opposite faces of basic profile, but limits of material and/or tooling may restrict certain combinations of backbends and other profile variations. Profiles are not limited to those shown ...many other designs and combinations are available. INSIDE � KS KS � � K5 , KS f.� rL' ppu� ppyye� f,,,A �J J.7L1 J]LIO �O OUTSIDE "KS" - KEY SIDE ASSAABLOY,the global leader F2 in door opening solutions. TECH-DATA SERIES SQ, SR, AND SC STEEL FRAMES N Hardware locations shown match Ceco satandard doors. Basic double rabbet profile shown ...profile variations similar. I 0 001 C 1 all f; rr o ro - _ 1 9 M7 N LO Z N Z - - -M in N �; -- - W 3 C3 to inrM N ai M r7 p_p YgFW N Z N 9 NOMINAL DOOR VERTICAL SECTION I OPENING WIDTH _ I I tc TYPICAL ELEVATION 28 1A tJ `l 112 L 2C NOMII OOOR OPENING WIDTH SA ELEVATION EXAMPLES HORIZONTAL SECTION (Conversion: 1" = 25.4 mm, e.g., 1-3/4" = 44.45 mm) 3 PER JAMB FOR HEIGHTS UP TO 7-2 AND ONE FLOOR ANCHOR JAMB ANCHOR 4 PER JAMB FOR HEIGHTS FROM 7-3 THRU 9-0 AND ONE FLOOR ANCHOR QUANTITIES ONE ADDITIONAL JAMB ANCHOR FOR EACH ADDITIONAL TWO FEET IN HEIGHT OR FRACTION THEREOF ONE ADDITIONAL JAMB ANCHOR IN LIEU OF FLOOR ANCHOR FOR EO AND WS TYPE CONDITIONS WIRE MASONRY O EXISTING OPENING O ADJUSTABLE ANCHOR Q ANCHOR ANCHOR FOR STUD WALLS WMA EO ADJ/STUD SPECIAL DEPTH SETUP ANCHORS AND STANDARD ANCHOR BEND TAILPIECES TO GRIP STUD 4 --H 2"F� 4depth Snap—in type Snap—in Ilipso EO/S6: 4-1/2" thry 6-3/4' depth 3-3/4" thru B-3/4' o (For 2' thru 13-3/4' Depths) EO/SB: 6-7/8" thru 9-3/4" depth CCecoDoor i A%A ABLOY TECH-DATA SERIES SQ, SR, AND SC STEEL FRAMES KNOCKED DOWN (KD) O WELDED CORNERS 1C WELDED CORNERS CORNERS MITERED AND WELDED FACE SEAM IS c� WELDED, GROUND NORMALLY LIMITED CORNER -- HEAD TO 3 PIECE AND JAMB FACES SMOOTH, AND FRAMES, MUST BE EQUAL SPOT PRIMERED. CORNERS ARE DIECUT. HEAD AND 2 JAMBS ARE SHIPPED MITER SEAM IS KD FOR FIELD WELDED AND SEEEBACK OF SHEET FACE IS GROUND BUTrED CORNER AND WELDHEADEAND FOR FACE LIMITATIONS. SMOOTH AND SPOT- JAMBS MAY HAVE LIN- ALSO AVAILABLE SET- PRIMERED. EQUAL FACES. TYPICALLY, UP AND WELDED. JAMB RUNS THROUGH AND HEAD IS COPED. INTERSECTIONS ® SIDELITE SILL © GLAZING PROVISIONS O INTERSECTIONS MAY �r �` JAMB /B" BE 3 OR 4-WAY a� SIDELRES AND BORROWED 3 (4-WAY SHOWN I�� LITES ARE PROVIDED POCKET DOTTED) OPEN I WITH 5/8" HIGH STEEL I� OR CLOSED FRAME PROFILES ij SILL FASTENERS ARE MAY BE USED. I I #'10 FHSMS. I GLASS AND GLAZING � ARE BY GLAZING TYPICALLY, �\ CONTRACTOR. VERTICAL SECTIONS RUN THROUGH AND \ HORIZONTAL BARS FACE SEAM IS ARE COPED. FACE BRACING STRAP SEAMS ARE WELDED, WELDED, GROUND (FOR SILLS OVER GROUND SMOOTH, SMOOTH, AND 4" HIGH ONLY) AND SPOT PRIMERED. SPOT PRIMERED. LOCK STRIKE O3 HINGE ® HINGE 0 PREPARATION PREPARATION PREPARATION 115 1� 115 UNIVERSAL (4-7/B') I ' 4_1/2" x .134" or La' 5" x .146" or ANSI A115.1 k 2 4-12" x 180" 5" x 190" TEMPLATE. ANSf A156.7 ANSI A156.7 �•' 16 GAGE STEEL TEMPLATE. �• TEMPLATE. REINFORCING WITH EX- 7 GAGE STEEL a 7 GAGE STEEL TRUDED THREADS EQUAL REINFORCMENT. c• I REINFORCMENT. TO 14 GAGE. PLASTER GUARD IS PLASTER GUARD IS PREPARATIONS FOR 26 GAGE STEEL. 26 GAGE STEEL. OTHER MECHANICAL OR I ' ELECTRONIC LOCKS, BACKSET: 5/16" ,• ' BACKSET: 5/16" l EXIT, OR SECURIY DEVICES ARE ALSO AVAILABLE. ASK FOR DETAILS. METAL STUD O SPECIAL SIZE O SIDELITE FLOOR Z ANCHOR FLOOR ANCHOR ANCHOR MSZ1 SA SLFA IN-FIELD: FASTEN ANCHOR TO FLOOR. SLIP-Fff MULLION OVER /R" ANCHOR Welded Welded type ONE PIECE C Ceco Door A%%A ABI UY,the glolml Ivadei 11SSA ABWY in door opening solutions. TECH-DATA SERIES SQ, SR, AND SC STEEL FRAMES r PRODUCT SPECIFICATIONS: N STANDARD SIZES Steel door frames shall be as manufactured by Ceco Door Products,Milan,TN NOMINAL DOOR OPENING or Mason City, IA, USA. They shall conform to the Steel Door Institute guide WIDTH HEIGHT specification,ANSI A250.8. See chart below for performance classifications. SINGLE DOUBLE Series SO,SR,and SC frames for 1-3/4"doors are formed from commercial 2'-0" 4'-0" quality cold rolled steel conforming to ASTM A1008...or(optional)hot-dipped 2'-4" 4'-8" galvanized steel conforming to ASTM A924 and A653-see chart below. 2'-6." 5'-0" II 2'—e" 5'-4" 7'-0" 3 piece door frames are shipped knocked down or welded. Transoms, 2'-10' 5'-8" 7'-2" 3'-0" 6'-0" 7'-10" sidelites and borrowed lites are welded unit type with all exposed welds 3'-4" 6'-8" 8'-0" ground smooth.Oversize frames are shipped in multiple units for field splicing. 3'-6" 7'-0" 9'-0" Integral door stops are 5/8'high. Double rabbet(SQ), single rabbet(SR), or 3'-8" 7'-4" 10'-0" cased opening (SC) profiles are sized to suit wall applications. Elevations 3'-10" 7'—B" conform with approved Ceco shop drawings.Jamb anchors are available for 4'-0" 8'-0" new masonry, wood stud, metal stud or existing opening wall conditions 5'-0" 10'-0" (indicate which). Floor anchors or extra jamb anchors are provided to anchor sill. FIRE DOOR FRAMES Hardware Provisions: Frames are handed.Hinge jambs are mortised for 4- 1/2"or 5"high,standard or heavy weight hinges(specify which).7 gage steel LA9EllNG AGENCIES: reinforcements are welded in place and are drilled and tapped for fasteners in •UNDERWRITERS LABORATORY accordance with ANSI All 56.7,The strike jamb is prepared for 4-7/8"universal •WARNOCK HERSEY strike in accordance with ANSI A 115.1 &2. Plaster guards are 26 gage steel. FACTORY MUTUAL Preparations for various other mechanical and electronic locks and strikes are also available. Optional hardware reinforcement (e.g. closer/holder) is 14 TEST: uuoc, Lx1oe, minimum steel welded in lace(designate hardware 3 door mutes are NFPA 2s2 gage p ( 9 ) provided per strike jamb and 2 for double swing heads. •RATING: 20 MIN, 3/4 HR, 1 HR, 1-1/2 HR. OR 3 HR Paint: Steel door frames are provided with one coat of oven-cured neutral •wuc. slzl:: 40 It 100 slrIRLe color rimer paint. Primer coat shall conform with ANSI A250.10. The rimer eo x 10o PAIR primer p p Not all ratings are available coat is a preparatory base for necessary finish painting."Colorstyle"finish coat In all sizes, ehwatbns, and is also available on KID.frames from a selection of standard colors(optional) Materials. are not Colorstyle finish is electrostatically applied,oven-cured urethane enamel,and ratingsshown on label unless rating shall conform to ANSI A250.3. For accurate color selectors ask for a Ceco Is lose than 3 hours. Colorstyle chart. MATERIAL DOOR FRAME MATERIAL LEVEL C.R GALV A60 G90 16 Gage Steel Heavy or Extra Heavy Duty STD OPT OPT 14 Gage Steel Maximum Duty STD OPT OPT PERFORMANCE Physical Endurance Meets ANSI A250.4 Performance Test, Level: Level A (1,000,000 Cycles) �.SdBA 1tt66� JtISIQE 1tiB KS KS KS KS OUTSID 'SUFT•1X X — ACTIVE LEAF OF PAIRS Weco Door AIM AIII 0Y,I w global It-mil-t 1/ %A AD1..1►JT in door opening solutions. DOOR LOUVRE TECHNICAL DATA FDLS 1-HON] Anemosftt INVERTED SPLIT Y NON VISION LOUVER DOOR PRODUCTS A MESTEK COMPANY NOT FIRE RATED P.O.BOX 4938•1220 WATSONCENTER ROAD CARSON,CA 90745-4206 (310)835-7500•FAX(310)835-0448 e-mail:sales@anemostat.com•website:wwwanemostat.com DETAIL DRAWING 3/16" — — 1 1/8" —{ — 3/16" (5ntn1) (29mm) I (5mm) (10mm) — FRRADME 0. E ORDER E SIZE & z (25111m) j DOOR 2i r T CUTOUT N LU J � W LU N_ 0 O / co .ice LE Cr O 1 1Ja" 1 (29mm) OUTSIDE INSIDE Anemoslat manufacluring dimensions 4:1/32 Actual dirnansions are nominal and may very based on component manufacturors tolorances STANDARD PRODUCT FEATURES OPTIONAL FEATURES • MATERIAL:18 GA.Cold Rolled Steel-Frame and Louver Blades MATERIAL:#304 Stainless Steel,#4 Finish(Satin),Galvanized(Coil, • FINISH:Grey Primer,Beige or Bronze Baked Enamel. Hat Dipped or Zinc Plated),Mill Finish Aluminum(95052 Alloy)_ • INSTALLATION:Fastens to door by means of#80/4"sheet FINISH:Special Order Baked Enamel Colors(as per sample chip, metal or wood screws,directly into the door, supplied by customer)_ thru countersunk mounting holes. FASTENERS:Special Security Screw Fasteners,See Page 12,this section. DOOR THICKNESS:Will fit any door thickness 1 1/8 and over. SPECIALS:Fractional sizes(frame dimension is increased to AESTHETICS:Tight mitered corners,no visible welds, acconlodate odd size) countersunk mounting holes make for a versatile, Mesh insect screens are loose,attached or framed. easy to use Louver. (Galvanized,Aluminum,Charcoal Aluminum,Stainless Steel,) USES:Anywhere air flow is required thru a door. For detail drawings see pages 10&11,this section. FREE AIR FLOW:50%Free Area. FIRE RATINGS FDLS is not fire rated. NOTE:For Exterior use,High Humidity or Salt Air application, product must be Galvanized or Stainless Steel. Job Name&Location Submitted by (3/00) OCTOBER 1997 534A101A t LOUVERS PAGE 2 II 1 DOOR HARDWARE �`' _ r . own �,�I �-- CDC/CD Series ee Architectural, Hardware MFG ANSI/BHMA GRADE CYLINDRICAL LOCKSE° All. 3 Quest(Q) Sentinel(S) f4 Gala(G) www.townsteel.com CDCICD Series www.townsteel.com Performance Features: Exceeds ANSI Al56.2 Series 4000 Grade 1 locked lever torque and cycle requirement. Free-wheeling levers to resist force when locked. Independent torsion springs for effective lever support. Thru-bolted mechanism for positive interlock to door. Concealed mounting screws. Stainless steel powder metallurgy latch bolt. Specifications: • Applications: Institutional,government/military,retail and multi-family • Handing: Non-Handed. • Door Thickness: 1-3/8"-2"(35mm-51mm). • Backset: 2-3/4"(70mm)standard,2-3/8"3-3/4"and 5"(60mm, 95mm, 127mm)optional. • Faceplate: Forged brass or Stainless Steel, 1-1/8"X 2-1/4"(29mm X 57mm)square corner, beveled. e Lock Chassis: Zinc plated for corrosion resistance. * Latch Bolt: Stainless Steel, %'(12.7rnm)throw,deadlocking on keyed functions.Anti-friction fire door latch with'/4"(19mm)throw available upon request 0 Exposed trim: Wrought brass or stainless steel rose. Pressure case zinc lever • Strike: ASA curved lip Strike 1-1/4"x4-7/8"x1-5116"lip to center(31.4mm x 123.5mm x 33.3mm). T-Strike available. • Cylinder: 6pin solid brass cylinder with 2 brass keys per lock. Schlage"C"keyway. N SFIC: Small Format Interchangeable Core Cylinder, 6 or 7 pin, Best keyway. • Keying Options: Master keying, grand master keying and construction. • Free Wheeling Mechanism: standard, non-clutch available, • Finishes: US26D, US108 stock finishes, other upon request. • Functions: ANSI F-75, 76,84,86,87,109 stock functions,other upon request. • Lever Style: Sentinel, Quest, Gala. • Door Preparation: Standard 161 door prep with 2-3/4"(70mm)center to center thru-bolt. • Warranty: 10 years limited for mechanical, 5 years for finishes. Code Compliance: • ANSI/BHMA Meets or exceeds all requirements of ANSI Al56.2 Series 4000 Grade 1 0 California State Reference Code(CSFH) Sentinel and Quest lever return to within '/2"of door face. UL/cUL j All locks listed for A label single doors, 4'x8'. II • Buy American Act(BAA) Compliant All locks meet requirements of the Buy American Act. Americans with Disability Act(ADA)Compliant U` All locks meet requirements of the Americans with Disability Act. Towdleel DCICD Series www.townsteel.com Lock Profile 0 INSIDE LEVER s MOUNTING SCREW o LEVER CATCH TOOL r®INSIDE MOUNTING PLATE 4INSIDE ROSE •LOCK BODY ASSEMBLY *INSIDE ROSE LINER %OUTSIDE MOUNTING PLATE •TURN BUTTON OUTSIDE ROSE 0 i •LATCH 0 •SCREW POST 0 OUTSIDE LEVER Lever Trim Profile 125.Ow 124,5m M \ A ,G Sentinel(S) Quest(Q) I za.smn —�J r- V Gala(G) Z ASA Strike Townsfeel CDCICD Series -A' www.townsteel.com How to . - Series Function Lever Finish Backset Keying CDC-Regular trim,Clutch F75,F76 Sentinel(S) Blank-2-3/4" Blank-KD CDCI-SFIC less core trim,Clutch US26D 2-3/8" KA-Keyed alike CD-Regular Trim,Non-Clutch F84,F86 Quest(Q) US10B 3-3/4" MK-Master Keyed CDI-SFIC less core lrim,Non-Clutch I F87,F109 Gale(G) I 5^ 1 GMK-Grand Master Keyed Example: _ CDC - 84 - S - US26D _ Series: regular trim,Clutch _ I T Function:Classroom Function Lever: Sentinel Lever Finish: Satin Chrome Finish - - Backset: 2-3/4"backset Keying: Keyed Different Lock Functions Function No. ' Description CDC-75 F75 PASSAGE/ Latchbolt operated by lever from either side at CLOSET SET all times. Latchbolt operated by lever from either side. CD �I ��r/'Y, F76 PRIVACY Outside lever is locked by push button inside and CD-76 76 f LOCK unlocked by emergencv reloase outside,rotating inside lever or closing door. -- Deadlocking latchbolt operated by lever from either CDC-84 CLASSROOM side except when both levers are locked from CD-84 [` -1 �'_ F84 LOCK outside by key, When outside lever is locked, latchbolt is operated by key in outside lever or by rotating inside lever CDC-86 i - Deadlocking latchbolt operated by key in outside CD-86 F86 STOREROOM G" fc �� LOCK lever or rotating inside lever. Outside lever is l i always fixed. CD-87 �[ ill` "'ii,j. F87 ASYLUM Deadlocking latchbolt operated by key in lever from ILOCK either side. Both levers always fixed. i f Dead locking latchbolt operated by lever from either side except when outside lever is locked by the push or turn button on inisde.Key outside or operating inside lever CDC-109 1 Entry I Office releases push or turn button unlocking outside lever CD-109 (i 1 F109 LOCK except when push or turn button has been rotated to keep outside lever locked.Inside push or turn button must be mannully operated to unlock outside lever. Inside lever always operates latch bolt. C7;;)T Steel" Page 4 r 4500 ales Parts Exploded View CYLINDER KEY- / CAM COLLAR CAM _ < / WAVE SCREWS `- - �� / WASHER ` ROSE CAM SECURITY ` STRIKE COVER HOUSING (WOOD JAMB) ROSE 21l2"DIA. 314•SCREWS STRIKE "CREWS � • • �'�! WAVE R88rFOR ! R \ ® • `� i' WASHER 4 0 ��`♦ �` %;♦ �� / COLLAR o r SET SCREWS �� `� ��♦ t !\ ♦ ♦ �♦ \ BOLT ASSEMBLY HOUSING \ SCREWS y FRONT / � CYLINDER ALLEN Q O TAILPIECE / \� KEY �~ WRENCH STRIKE THUMBTUAN (STEEL JAMB) ASSEMBLY BOX STRIKE ROSE SCREWS Deadbolt Parts Lead Time 3 days Product Sugg. Product jR412►i_. ,! No. crpllgn STRIKES(WI H SCREWS) 4500-99.4015 set screw 4500 xx 5011 for wood Jamb,w/reinforcer(heavy duly) 7.20 4500.80.1017 3 screw for heavy—duty strike 4500•xx•5013 for steel jamb,w/dust box(regular duty) 4.85 4500•xx•1036I%screw for regular slrke/front 4500.83.2000 dust box only 1.40 Collars&Rosos Housing for olts 4500-xx-5017 standard rose for 4500 4600.84.5003 for 2%and 211 backsets 14.00 4000-xx-1004 collar YA 14900-84-50051 for 2 backset 14.00 4500-81.4020 wave washer 4500•XX-502 Spacer for IC Housfng or and 1 VT or 1 a/a"cylinder Thumbturn/Rose Assembly 4500-xx-5016 Ihumblurn assembly for both 4500&4900 16,10 Miscellaneous 4500.82.2007 thumbturn tailpiece only .55 4500.80.4016 %Allen wrench 4500-82.2008 long thumbturn tailpiece only 1 %a"long 1.10 863R cylinder cam for LORI deadballs 4500.80-2013 security cover for cam Screws 4500.82-1012 steel stflke reinforcer less screws 4200.98.4011 cam screw 40 4500-xx-5050 1 29 thick door kit for 4510., 4500-82A014 housing screw%2 x 1 .40 Use with 19 cylinder outside 4500-xx-4018 thumbturn assembly/rose screws .40 14500.XX,4024 Long Rose Screws .40 Pricing is for standard keyways and keying.See page 6&7 for additional pricing details that may apply, January 13,2014 Brass Cylinders 6 Mortlsekylinder Deadbolts Lead Time 4 weeks Component Pricing -�� Order Ilco 4500 Series Deadbolls by componenls•in four easy stops.Reduce Inventory while Increasing turns,hill rates and prolilability.Order each component separately.The order should contain the same amount of components from each group to qualify for our special pricing.Order deadbolts by: 1. Function;single or double cylinder. 2. Bolt;drive-In or standard,2,2'6 or 2 Y,backsel. 3. Fronl;1 or 1%. v.. 4. Cylinder.Remember to order 2 cylinders for the 4520 Series double cylinder deadbolt.The ''1 � nm•,wt `` 4510 already has an inside Ihumblurn furnished.Also remember to order the correct finish and _ f.. length depending upon the door thickness.See application guide on pg.3, Step 1: Deadbolt Function DESCRIPTION ITEM NUMBER 4510•xx•1.00.900 substilu18 2 dgi1 finish code for xx Single cylinder deadboll 04-us l i _ - (less cylinder boll&Writ) os-uss to-uslo _ 26D-U826D a3P4S3Pv0 10a.�US10e 28-11520 32D+U5320 4520-xx•1.00.900subslitule2dgitfinlshcodelorxx _ Double cylinder deadboft 04-M _ (less cylinder ball&IronQ 0,UUS5 _ t0.US10— 26D=US260 03P_US3Pv_0 108-USIOS 26 Us26 32D_us37,0 Step 2: Bolts (Less Front/Face Plate) Available in 26D and 03 finish only DESCRIPTION ITEM NUMBER Ddva•In 2$backsel 4640•xx•5014 _ -- - Boll 2 N backsel 4550ax•g00i Slendard 2 x backsel 4500•xx•5000 Boll 2%backsel 4510•xx•5001 Speclal 2 baekset bat&iI"09 4900•xx•5008 -- - - 2 backsel,bolt onty 4900•xx•50o4 — - 2 ixitsel hd>s�t9 only - - — — - -— 4es0•a4.5aes Step 3: Front/Face Plate DESCRIPTION ITEM NUMBER 1 Inch for 2&2 9 bolls 4500•xx•5012 19 inch for 2 K boils 4510•xx•5012 - Mortise Dummy c v.: i � Cam Code not required ) I Stock List when ardedng. 7151TK2-26D 718(TK1.03 I 716ITKI.03 710ITKI.26D Stock List 7161TK2.03 7181TK2.26D II 715ODC-26D 716ODC-26D 7161TK2.260 7ieiTKl•46 7160DC-03 7160OC•46 716IT92.46 720ITKI.28D .4 Rroce(`ullnrlore January 13,2014 STRIKE BOLT(DOUBLE DOOR ONLY) Barrel Bolts HEAVY ► Heavy construction provides enhanced secu- BARREL BOLTS rity for doors and gates ► Extended bolt throw for maximum strike en- gagement ► Reversible—strike engages at either end of l j, bolt ► Complete with surface strike-mounts easily '1 1084 Blntc Steel—Bright zinc plated(US2C)or Can strike rwge"M >,1BBeat.d black finish(US 1 D), MU Bob ea" Stoke Flat Nead Flat Mead plates Pieces ease without strews COW" US2C/MP uS1o/u)r bwpll Blatao►er LewglhxWkbb IrwgthxWWII% WOW Strews/IftdScrews/ Per Per Welsht hkawMr Number Number (I"Iws) (lash") Ihxdwa) (Inch") Per"We Per piece Box Cow 111m) 1084 227110 226650 4 13132 3 x 13/t i 9h2x 13h 4-8x 1 2—Bx 1 lh 10 100 37 1084 227210 226850 6 OV12 419/32K 1 th 9h1x 1518 6—Bx 1 2—Bx l 1h 5 50 27 1084 227270 226900 8 ' 9/16 8 x 1 t/x 314 x 127132 6-8 x I 2—B x I Ih 5 1 25 28 CD 1084 CARDED Steel—Bright zinc (US2C)or satin brass Ce:• ' BeN Pkt►now Flat Masld pletee rack. f4ba Cetas (US4)plated,with tatdeg USX/up Us4/W s.nph Wend I.raew/ W"d screw./ rat per Per weight screws Number Nu'"~' NwrA as (Inch") Pas Pktse P«Plue Peek Box eau Ilb►) 01084 763760 763770 4 4—BxI 2—Bx1112 1 5 50 23 CD1084 763805 763790 6 6—Bx1 2—Bx11h 1 5 50 30 CD1084BB CARDED Steel—Wealhergard' galvainzed finish Case strike BeN Flat(sect clef Mead places peek. Packs C"• (ST2H),brass bolt, catalog ST2H/1eP length Weed scresw/ Wood Scree/ I For Per Per weight with galvanized screws dumber htutnbar (Inch") Per Piece Per Place I Pack Box ease lib,.) CD1084M 76 3800 6 6-8x1 2—Bx 1 1/2 1 5 50 30 S HEAVY DUTY Surface Strike � ► Padlockable to create an effective barrier PADLOCKABLE c q•r`.&W kVW-,t. against unauthorized entry'in either vertical or SPRING BOLTS horizontal applications ► Strong stainless steel spring holds bolt in latched position Universal Strike ► Ul listed Residential Security Device meeting Grade I Impact Rating requirements ► Case and surface strike can be thru-bolted with 1/4x carriage bolts(not provided)to enhance se- FT curlty Mortise Strike Bulk 1088 supplied with surface,universal and m r�'1; 8 ortise strikes—carded 1088 with surface and universal strikes 1088 BULK Steel—Bright zinc MwOm Accepts plated(US2C),with case st.11se shask% sarowf114 BON now Sim Bob ease Pew Mead 4htrllse Strike Plat Hood oio-ohn Meer PM4et Care t.teieg US2CaDP tength 11•igM-WkhA TAtaw ta•athrWilM lied Scow.lrxath.wA IO Weed Sttawa/ Up TO ca ►ParrperW.igAt -Number I lx.!•O (h alual Ila bul (lathe.) Per Man (ladles) Per Mac. Ilasbesl a" COW 1") 1088 1893 61h thxsh Ith 6t/4x21h 6-14x11h 23!»xlrh 2-9K1 34 5 25 39 CD1088 Steel—Bright zinc Satfeas u(cans pk7ted(US2C),with Case, SasNw MAIN valvarool Brrlka screws B.b paw Mad Since Pea NOW stalk. no NNW clean Paeka Pack. Cass Ctatwlag U72c/m1, unfits Wed Swaaa/ seaphxWMtb Waed Sexta./ w—th.wktth We Smews/ w. Per par W�39 hkeakas PAtathar_(kKka.) Par PIa. IkA") Par PIM (krdns) Pas PI"a P.dc B.x case ( CD 1088 763808 61h 6-14xllh 23h6xrh 2-14xllh 213hsxI1h 2-9x2l/4 1 5 25 Toll Free Phone 1-800-622-4393 or Fox 1-800-445-5723 236 _— HINGE FULL MORTISE TEMPLATE HINGES U. L. LISTED SPRING HINGE—STANDARD WEIGHT 4'/2"x4" rent late 4'/2'x4'/2" SP81 (A Q /. Q Steel olished and Plated r Bonderize ated for Q Q Painting r l U Spring hinge door closer Model K8107 Q U,` passed a 100,000 cycle UL test in • ��' • accordance with Underwriters Laboratories UL288 for door closers,with U or without integral smoke detectors. All hinges are ANSI template. GENERAL PRODUCT INFORMATION: PBB, Inc.Template hinges OTHER SPECIFICATIONS: are manufactured to close tolerances and meet all specifications Height of hinge: and requirements set by the American National Standards Institute 4.50+ .000 for 4 '/2 x 4 (ANSI). - .015 4.50+ .000 for 4-'/2 x 4-% HINGE SWAGING:A standard swaging of our standard weight full - .015 mortise hinge when closed to parallel position provides a 1/16" clearance between leaves. Width: 4.00± .015 for 4 %x4 MATERIAL GAUGE: 4.50 t .015 for 4 '/2 x 44%2 4— .134 t .005 for 4-'/2 x 4 134 t.005 for 4-'/z x 4'/2*-- a�REcA DOOR ❑❑ MAX DOOR SPRING BUTT SERIES SIZE WEIGHT(LBS.1 HINGE HINGE 4%2"Standard Screw Size FOR USE ON 1 3/4"DOOR FHMS-12 x 24 x'/2 a�i° �o � 2 FHWS-12x 1-1/4xa 100 as SP81 a viz ,4 ,5° ao Maximum Door Size For labeled doors 3'x 7'the maximum door size is based on the limits set forth by NFPA Standard#80. Labeled doors require Ball Bearing hinges. For non-labeled doors 4'0"wide 4"x 4" Spring hinges are not recommended. For non-labeled doors over 7'6" in height, use an additional hinge for each additional 30"of height or fraction thereof. NOTES: 1. For complete warranty protection use all spring hinges or a combination of spring hinges and ball bearing hinges. Do not use plain bearing hinges as this voids all factory warranties. 2. Use of gasket for smoke or sound protection,wind condition or unbalanced HINGE air pressure may prevent door from latching.Additional closing power would be required. See installation instruction sheet. PACKAGING INFORMATION: One hinge per plastic bag,3 hinges and 1 screw pack per unit carton. 16 unit cartons or 48 hinges per master shipping carton. 1 screw pack includes all machine screws(24),and'/z wood screws(12).A T MS&AWS also available DOOR HOLDER OPTIONAL -JOHNSON r'1 90 SERIES SURFACE OVERHEAD DOOR HOLDERS / STOPS Heavy Duffy ,n n • All New Design • Hold Open, Stop Only, Friction Functions • Selective, Adjustable Hold Open Mechanism • Interchangeable Functions • Brass/Bronze, Steel and Stainless Steel Substrates • Improved Compatibility with Door Closers • Exceeds All Criteria for BHMA Grade 1 Holders / Stops Improved Jamb Bracket Design • Widest Range of Finishes • Simplified Standardized Sizing GLYNN JOHNSON FAX: In Canada: P.O.Box 6135 1-800-525-0337(Customer Service) Ingersoll-Rand Door Hardware Indianapolis,IN 46206 317-899-9432(General Office) Pon Credit P.O,Box 100 1-800-57.5-0336(Customer Service) Mississauga.Ontario L5G 41-5 317.899.9440(General Office) C17 TEL:905.278.6128•FAX:905-278-1413 01997 Printed in U S.A. DOOR HOLDER (OPTIONAL) 90 Series r r r M • US32 and 32D finishes on stainless steel material—Increased dura- bility and corrosion resistance! • Single or double acting doors • Interior/exterior applications • Reversible, non-handed Glynn-Johnson 90 series surface mounted holders and 90S series stop-only units feature the same rugged shock stops provide the most versatile and attractive variety of absorbing mechanism used on the hold-open model, but functions, materials and finishes to fit heavy duty applica- the hold-open mechanism is removed. tions. Models are available in 300 series stainless steel, 90F series friction hold-open models provide a heavy duty brass/bronzs, and steel materials. The broadest range of multi-point hold open mechanism, permitting the door to finishes in the industry are furnished to complement be held open at various degrees. The tension on the fric- design requirements. tion mechanism is adjustable to suit field requirements.. Three basic models are available, each offered in five sizes All models are available in brass/bronze, 300 series stain- to accommodate virtually all openings. The models avail- less steel, and steel substrates. US3, 4, 10, 10B finishes able include: are furnished on a brass/bronze substrate. All new 300 •90H Series-Hold-Open Model series stainless steel is furnished in US32 and 32D 90F Series-Friction Hold-Open Model finishes, offering the highest resistance to corrosion. Steel •90S Series-Stop-Only Model units are available in S1 (sprayed bronze), S2 (sprayed brass), S3 (sprayed aluminum), S4(sprayed black)and S5 All models incorporate a heavy duty channel and slide arm (sprayed 10B), and also 652 plated finish. Steel units design and offset jamb brackets for improved compati- feature a corrosion resistant pretreatment prior to painting. bility with door closers. Unique design allows for simple Brass, bronze and stainless material are highly recom- field changing of functions to compensate for changes in mended for applivatiurrs that are exposed to exterior or user requirements. If, for example, a hold-open model is otherwise corrosive elements, while all four base materials famished and it is determined at a later date that a stop- are suitable for normal interior use. only model would better suit the application, a simple field All 90 series models are designed for heavy duty applica- change can be made to convert the hold-open unit to a tions and will provide long lasting protection for doors, stop-only function, or to friction if so required. Kits are frames and hardware. Refer to pages C19/C20 for addi- available for simple conversion in the field. tional application information and to sizing chart for 90H series hold-open units feature a selective hold-open specific_model selection. mechanism which is easily controlled by a serrated knob Other options available: on the underside of the channel. Flipped one way the control knob engages the hold-open mechanism,allowing Suffix J - Angle Jamb Bracket - Used to convert the door to be held open at a predetermined position standard unit to hinge side or flush transom from 850 to 1100. Flipped the opposite way, the unit acts mounting(ordered as 80/90J and affixed to standard as a stop and shock absorber. The tension on the hold- jamb bracket). open mechanism is adjustable to satisfy individual require- Suffix SE - Stop only model is furnished less shock ments due to air currents or exterior conditions. absorber (for use with single-point hold-open elec- tronic closers). Example: ORDERING INFORMATION 902H-US32D 1 st 2(1igits Finish(also designates the base materleQ identify series / US3,4,10.1013-Brass/Bronze US32,US32D-300 Series Stainless Steel 90 2 H US32D 652,S1 -S5 Sprayed finishes-Steel 3rd digit designates size `~ Suffix identifying function (i.e. 2,3, 4, 5,6) H-Hold open S-Stop only F-Friction C18 DOOR HOLDER OPTIONAL A C 90 Series i Butt Hinge Mounting-Plan View ', DOOR REINFORCEMENT II ---- ----...------------- --- - --------------•------------------•-- 1 0 i f HOLo-oPEN TENSION HOLLOW METAL SURFACE MOUNTED 0 \ � FF�AME REWFORCEMENT JAMB BRACKET i FRAME \ f O j REINFORCEMEhfT --�f --.�....-•a FRICTION ADJUSTMENT ;k ut 4 AM 1 � 13/1e" Ity The template Information on this page Is + t __• t0 for reference only and is not intended to O- serve as an installation template. For CHANNEL complete dimensional information, refer Etiar,r to the Glynn-Johnson template book. CROSS SECTION n IN CLOSED POSRION IS 2°A•" )0 11,/6"yl D B .el ad 35 _ 19 v �+ or O ANGLE JAMB BRACKET AS 3'/•" . IAA I�A I—A Or O 0 /e" art 1nl r„/�� CENTER HUNG OFFSET PIVOT SWING CLEAR HINGE HINGE HINGE trd STANDARD JAMB BRACKET ck 90 SERIES SIZING CHART �c- BUTTS/OFFSET PIVOTS CENTER HUNG DOOR STOP HOLD DOOR STOP HOLD SIZE OPENING ONLY OPEN FRICTION OPENING ONLY OPEN FRICTON 2 23%o'-27' 902S 902H 902F 27%iC-33' 9028 902H 902F 3 27%e'-33" 903S 903H 903F 33%e'-39' 903S 903H 903F 4 33'/te'- 9" 904SC904U9041F 39%e'-45" 904S 904H 904F 5 39Ae' -45' 905 905F 45%e'-51' 905S 905H 905F 6 45%6" •54" 906S 906H 906E 1 51%to"-59' 906S 906H 906F Note: This chart illustrates the most common types of hinging and door opening sizes. For unusual door details,contact Glynn-Johnson for availability. C-19 DOOR HOLDER OPTIONAL APPLICATION INFORMATION 90 series holders and stops provide the most rugged For situations where a wall or similar obstruction (i.e, surface mounted heavy duty door control. The channel is doors that open back-to-back) Is in place at 1100 or less surface mounted to the door, most often with sex bolts, opening angle, dead stop templating should be used. and the jamb bracket is surface mounted to the jamb. Dead stop templating can be used on hold open, friction with a minimum of door and frame preparation. The and stop only models. The dead stop position is where attractive design is furnished in a wide variety of finishes to the shock absorbing spring is fully compressed. Therefore complement overall building needs. when dead stop templating is used, the initial degree of These units may be used in conjunction with many opening will be 5 to 7 degrees less than the dead stop surface applied door closers. In some cases, door closers opening. As an example, if the holder is templated for may need to be mounted with optional drop brackets 1000 dead stop then the door will open somewhere which are available from closer manufacturers. Glynn- between 930 to 950 and not go any further than 1000. Johnson also provides an angle jamb bracket (suffix J) Environmental conditions should always be considered which allows the holder or stop to be mounted on the when specifying overhead holders and stops, Doors that hinge or pull side of the door. This angle jamb bracket open to the exterior of a building or are subject to corro- may also be used for flush transom mounting. Templates sive conditions should be equipped with a holder provided allow for variable mounting positions, ranging constructed primarily of stainless steel, brass or bronze from 850 - 1100 hold open/stop angle. 90 series holders materials to insure a long operating life free of rust and are designed for installation in virtually all types of doors corrosion. For Interior conditions, steel material may be and frames and may be used on doors mounted on acceptable although brass and bronze substrates will, in conventional butt type hinges, offset pivots, continuous general, provide a more attractive architectural grade hinges, as well as swing clear hinges and numerous other finish• specialty type hinges. Refer to templates for standard type Glynn-Johnson provides the most complete line of over- mounting arrangements. Refer any special applications to head holders and stops, providing solutions for the most your local representative or to the factory for additional complex door control problems. Refer to Glynn-Johnson information. literature for complete information on our various models. 90 series holders are designed for heavy duty applica- tions. They are ideal for use on high-frequency openings or large wide doors and will provide long lasting protection to the door, frame, hinges, related hardware and surrounding walls or obstructions. The hold open function SCREW DETAILS: should be used where it is desired to hold a door open at Jamb: 4-#14 x 11/2'flat head wood screws a predetermined position for short or long periods of time, 4-'/+-20 x'/4'flat head machine screws permitting an unobstructed traffic flow through the Door. 2-'Aa'-18 x 11/g'pan head machine screws opening. 2-Via'-18 x 19he sex bolts When the hold open function is not a requirement, the stop only function (suffix S) provides the same effective door control minus the hold open feature. =riction hold open models (suffix F) provide an alternative holding method which is ideal for patient room doors, wardrobe or Closet doors, or similar applications where multiple hold BHMA/ANSI,•-FED.SPEC.CROSS REFERENCE open positions are desired. G-J Model BHMA- ANSI FED.Spec: When stop only models are used in conjunction with yuz-WOM coz51, 156-8 iioi single point hold open electronic door closers, the stop 902-9uti s CO2541 i66.8 t161A- only function may be ordered less the shock absorbing au2-90ts I- w25Ji 155.E mechanism (suffix SE, i.e. 902SE). Used as an auxiliary stop with these closers, they will prolong the life of the 'First numeral(o)designates optional material. closer as well as related hardware. Caution should be ro iy_ Brassass/branze materiel,change 0 to 1(i.e.C12511) used when using this option in other applications as the 300 series stainless steel material.change 0 to 5J.e.C52511) elimination of the shock absorbing spring can put added steel material.change o to a(i.e.C8251 n stress on door and frame if used improperly. "Based on ANSI 150.8 standard for door controls-overhead holders and slops-1993. GLYNN JOHNSON FAX: In Canada: P.C.Box 6135 1-800-525-0337(Customer Service) Ingwsou•Rand Door Hardware Indianapolis.IN 46206 317-899-9432(General Office) pore Credit P.U.Box 100 1 600.525.0336(Customer Service) Mississauga.Ontario L5G 41_5 317-899 9440(General Office) TEL:905-278.612.8•FAX:905-278-1413 C20 01997 Printed in U.S.A. r • 1 'i 4' i<- P rkar III,". �,tl �ir' y�"`y •`!3.'r+'� }jr�},�� 1' i s„ � '.', -ill• < l / ABLOY i... I. �. �, i Full Surrace Reinforcing Pivots Ap plications A practical may to ensure longer door life schools )This full-surface reinforcing pivot adds years of life to openings where Ilse Hcahhcare hinges or hinge reinforcernents have faded.An economical way to solve door Public Buildings sag problems,I eluforring pivots lake the load off the top hinge and transfer it to screws that t-vill not pull out, (RIGHT HAND SHOWN) Technical Specifications, FIMS PIVOT I ull Suliace Reinfor ring Pivots for 1lusfl Doors Material: Heavy )/%" 187 Cold-Rolled Steel RIGHrHAND Du lY �' PIVOT BUSHING Finishes: teFt HMO ® ® �MVOT 6USHING 7_mc Plated(MG) PIVOT BOLT tt LOCK WASHER- � Mounting hardware: oowtr^ro1r 6 ea.114-20 x '/4"Phillips flat head machine sfrekms B ea.N11 x 1�/i"Phillips O r at head sheet metal Screws 81921 81923 2 ea.r+-20 x 1 i1"Sleeve bolts SideV ew Side View Capacity: 4 1io —Ile l suppol is Weights up to 300 Ills, r T I 1{, Hole Pattern: 11Iq r�INI�I I l 11 .+I symmetlically 1l0 MIN.CLEAR, 1/8 MIN.CLEAR Handing: Non-handed IF, Fl 11-: 01721 `The 819,11 pivot m daagned wah d W o4sel to match i lim pivot lxmll of a 9"wide hint IwWe. 1+ . I the B'19231 ivlst Is designed wth a k cAfem to,�atch '>• i�-1f2 —✓ r-3M 0172) I the (�vul ti At of a 9bi"sMde butt tinge.I• g Matches 4"hinge barrel centerline Matches 41/t"hinge barrel cen[crhne MEMPHIS,TN USA VENTURA,CA USA VANCOUVER,BC CANADA TORONTO,ON CANADA MBrkir Archlrectural Products PG Box 1 U966 P.O.Box 3780 101.2'100 ML Lehman Road 160 FourValley Dr. informalion@i merkar.conl Memphis,TN 39101 Ventura,CA 91006 Abbotsford,BC V2T 6W3 Vaughan,ON 1-4K 4T9 www.markerculn phone:B00 821-3010 phone:000 283.19BB phone;077 535-7089 phone:077 535-71108 fax:800 243.1656 fW.1100 283-4050 fax 077.535.7444 tax:066 713.9017 fgNl�a L];GI7 r)n1nYvUYLrN CP/PI'/hN�1 ALlUf Gnp Imp,ry^!n/n H,n,d Ngrvl.n'a,nn)d1 VnpnM5.a,1 P))'Neu...anr.m. n e'N.+eIIn.A.Is./[NPWiPJ End 11P7/•II+Pt] WALL STOP Convex Wall stops ._� Convex Wall Stop with Concealed Mounting Mooft AIMS/A 156.16 for L02101 230W 17/Is" 142 Diaaaofse 12/14" 126 on)P-6- 11M� MAterlAl: C.asl Rrmts,Rrrmn with nt*mr hurryw. Finlehes: US3,US4,US10,USIOB,US26,and�SM6D stock. Other finishes on special order.priced on application. Options: May be ordered with mechhe screws and Tempin shield. MEMO E M0 10 x 1'/4 screws, shield,Toggled* 10 each 100 each 231 W Some m 230U/oxcoptt N 10 x 11"A screws.10/24 x 2'/2 MS,and tNglo nut 10 each 100 each Convex Wall stop with Concealed Mounting Marta ANSI A136.16 for W2101 3 232W 21/3" (66..1 DInONelelr 13116" tie—1 Mlemem Material: Wrcxrght Bass,Bronze,and Stainless Steel with rubber bumpoc. Rlnlahes: t153,US4,US10,US10B,US2e,U3201),arnJ U332D ll1 Mu6k, Outer finWies on special order.priced on application. Options: May be ordered wtth machine screws and Tampin shield. 010 x 1'/4 screws,shield,Toggler6 10 each 100 each BL232W f...e as 239M1 exce" 010 x 1 screws,shield,ToggW* 50 each 233W 111�es 232W omemp 1 #10 x 1 screws, 10)24 x 2 MS,and toggle nut 10 each 100 each Convex Wall Stop with Concealed Mounting 23OW 1" I29..) Divaaeter 1/s" 113.) Ir ei.s11.. Mstsdal: W ought Brass RnIshm: US3,US108,US26,and US28D only. #6 X U screws,shield ZO each 200 each ; • • • . • •7 4 4 29Y "THE FIRST FAMILY OF SUPERIOR HARDWARE" m 1/98 'THRESHOLD Thresholds PEMKO All Thresholds FlnlshiQeslpnaflDnsc �� • Hess exact net cut is specified, thresholds less than 46' are supplied 112'over length, and A_� f n aluminum thresholds 48'and over are supplied 1'over length to allow for fitting. B mll!finish alumun d bronze(brass) D Unless otherwise specified, all thresholds are pre-drilled on the center line $ supplied Do mi bright oldand bronz (brass) with fasteners, 9 p g B Extruded bronze(brass)thresholds are supplied with solid brass screws. D dark bronze anodized aluminum ■ For corrosive environments,stainless steel screws are available at an extra cost, a gold anodized aluminum All thresholds are Ttvosholds labeled will, a smoke symbol ore SS mill finish stainless steel ava labla with PBmKoler" ®O approved for usowithsmoke labeled door twacuna a Please refer to the listings beneath each prod- ••.. clod roo.pa t sudaco aCn,.d�,,�a,m,,Qerce labeled p,mb v velnaratri as pan of specify•PemKtiffac and stn<*o'l holed f9 p uct for stocked finishes,and consult factory for pflce and araitablliN of non-stocked unishes Saddle Thresholds Elevators m To make an offset,use elevators. _/:% 1 :001 Y .40� IUD 173A 1730 1730 1730 t'—t''r�-4 {�--ILL ai��tT 11'--:y4 47 T —r —L �;�. 483A 263E 2B2A 402E 189A 10 103A 1@38 1e3h 1• ��'O®®s1�5!• 283D 2030 282D 282G 166BDO 18888D 183BDO 1030 Pw0°''6. IBOG 1830 151A 1510 151D 151G ' � T ®® s/a 270A 2700 270D 2700 1665A 1665D 16650 l 271A 2710 271D 2710 166A 166D 1060 J, 272A 2720 2720 2720 196A 1900 198D 1900 276A 2760 276D 2760 —5' I 2748A 274X48 2748D 274BG ! 186A 156D 156G 2530A 255X50 2550D 2650G 169A 11691111 189G ®fir 2' f -9' h 4' 2549A 264X56 2549D 25490 NEW ECONOMY SADDLEI 1700A 17000 � r 8. 1 1 ® 2540A 254X40 2548D 25480 �' ��' NEW ECONOMY SADDLEI 1710A 17101101 �? 0� g D L 7' 1 ®®® ®®e: 4'- 1 17aA 1768 176D 1760 17395 --r Qa ■ O 6 Meg NON 172A 172E 172D 1720 175A 175B 175D 175G ODD ®0�• yz' 5' ®®® ®®I� u 5' 171A 1710 1718DO 171D 1710 154SS ' 00 0 2 ld 4'-11 ®®® ®®� = 5' 170A 1708 17010DO 1700 1700 154A 154D 1540 4 PEMKO MFG.CO. VENTURA,CA(800(283.9086 MEMPNI0,TN(800(824.3010 (THRESHOLD 1 Page 1 of 2 270 Rev May 1995 SPECIFIER NOTE: THE FOLLOWING DATA IS INTENDED TO ASSIST IN SPECIFYING PEMKO 1 PRODUCTS. INCORPORATE IN A PROJECT SPECIFICATION WHERE APPROPRIATE. CAREFULLY REVIEW TO ENSURE COORDINATION WITH ALL CONTRACT DOCUMENTS. 1, PRODUCT: Saddle Threshold, Fluted (1/4" X 4") , Pemko #270A 2. MANUFACTURER: PEMKO * Ventura PEMKO * Memphis 4226 Transport Street 5535 Distribution Drive Ventura, CA 93003 Memphis, TN 38141 Phone: (800) 283-9988 Phone (800) 824-3018 j Fax: (800) 283-4050 Fax: (800) 243-3656 l 3 . MATERIAL & FINISH: SPECIFIER NOTE: PRODUCT SELECTED IS AVAILABLE IN MATERIALS & FINISHES SPECIFIED BELOW. WHERE MORE THAN ONE MATERIAL IS LISTED FOR A PRODUCT, SELECT PARAGRAPH FOR MATERIAL YOU WANT. EDIT BRACKETED TEXT TO SPECIFY FINISH. DELETE TEXT NOT DESIRED. MATERIALS & FINISHES NOT LISTED MAY BE AVAILABLE BY SPECIAL ORDER. . Aluminum, Extruded * Alloy Type 6063-T5 • Chemical and physical properties per the Aluminum Association, Inc. * Federal Specification QQ-A-200/9C * [270A Mill finish, 270D Dark bronze anodized, 270G Gold anodized] . Architectural bronze (brass) , Extruded * CDA alloy 38500 (56.5% Copper, 2.75% Lead, 40.7% Zinc, 0.05% alum. ) * [270B Mill finish, Oxidized & oil rubbed, Polished, Satin brush] 4 . TEST & CODE COMPLIANCE Handicapped: Complies with CABO/ANSI A117.1-1992, ADA 1990; and ADAAG 1991 guidelines. Fire Label: Classified By UL For Application To Swinging Type Fire Doors of the Hollow Metal or Steel Covered composite type Rated up to 3 Hours, or Wood Core Fire Doors rated up to 1-1/2 Hours. ( Listed and Labeled as Gasketing Materials. Tested in accordance with UL10B by Underwriters Laboratory, Inc. Smoke Label: Labeled as Gasketing for Smoke Control Doors. ITHRESHOLDI Page 2 of 2 Tested per NFPA 105 by Wyle Laboratories. S. INSTALLATION: Installation to be performed in strict accordance with manufacturer's instructions furnished with product. Carefully cope to fit within the frame opening. Fasten with flat head wood or machine screws provided and appropriate anchors as required. Use a sealant or compound at all edges and joints. 6. WARRANTY: Guaranteed by manufacturer against defects in material or workmanship for 3 years. DOOR SWEE Brushand Jamb Weatherstrip 067241KM Nylon Brush Weatherstrip SIMMUM Finish Designations wAya ir- Inserts ■ Slotted holes for adjustment. ■ Ideally suited for low closing force applications. A mill finish aluminum F tell ' ■ Blocks smoke and air infiltration and can be used on swinging,overhead,sliding ■ mill linish extruded bronze(brass) N neoprene■� bright p g pile/brush automatic doors. ght di old anodized aluminum P pile ■ Special brush lengths are available;please consult the factory. C clear anodized aluminum PK PemkoPrenelM 0 dark bronze anodized aluminum 0 kerf-in loam •(�+" (�/,c 1�,• ��h 0 gold anodized aluminum R sponge neoprene PA painted aluminum S SiliconSeal'm aj Nis' PD palnled dark bronze aluminum V vinyl • /10 s PW painled white aluminum ,/; r/�� L_ 6h• \ ■ Please refer to the listings beneath each /,N w ��/u r product for stocked llnishes. ) 49041DP 45o61CP r t 4504/DP 45041gP 46,061DP 4SM2DP 451000P 1 '/i '+/z ®� a. 460610P 45100DP • 45052aP 451000P 45175CP 45250CP O ® O 1�ly�ey l 45175DP f 45250DP w� Iu�C ,K O 1,/� 45175AP t rjt�• 452500P �� e 1 \/4 lI/' I 13/4 35041CP 35091CP L 350410P ®�® 35091DP ®� la/e' 3NN-IGP= 3' 610P Mrm wow. "1 •"- Q Ali II �t•� I) II �' II O nylon �' _ -- IY; �;•— — •-iii• brush weatherstrip Is In .,r,n TM,a,e electronic t architectural t 3A Concealed dou°le detailec 90137CP 90109CP eaarapplr-t. t 901370P 9o1000P COVAaba dmr ar•� 4' 4" Sol 90100aP barW nw wIan {I 'I/'j /,' I j 2'� ii 4 4 "10950CP 194001.P 19250CP 19i75CP 19100CP 16062C 1CP 1■041CP 5041AP I6061AP P1■40ODP 152BODP 1917ODP 19100DP 190520P 1DP 19041DP19950aP I19400aP 19250aP 19175aP i■100aP 19092aP aP 19041QP t� w,w � ww Ked--In Weatherstrip Rtgid Jamb Weatherstrip r,.. ■Stock lengths:36°,Bl', ._. �n r i Minimum space between «s•�oa,l +•" � 85•,97',and 121'- my , the door lace and the slop b �/yV , .. ERR W4-- "i-5116';maximum space a,v.ar 1,/�\wow,■Constructed from soft- „V rs 1fz'. 2990Rcell foam encased by Sj' g102D 0102W =9669 : aia tear-resistant,low- -- 4 o,- j''"• _.1friction,UV-stable2�Os polyethylene cover. /e %i 296CPK © 295CR 255CPK pr- -'� �1 Minimum door space between ■Shape and materials �+w:�; �+f Is door race ana the atop 299DPK 1 295DR 255OPK conform well to ,,� Is�1a rr' "�"W°� •unr 299aPK ® 299aR 295aPK irregularities in doorIs wlrw•ay. fit and finish for a , • �l 0/05D 9106W tight seal and low air •"O — "O infiltration. - • ® 0r� ti ■Includes rigid PVC A°-- J��3.,,./e�I��flrrr�1 rArdnnnn inn a bolm!rrn a �' insert with extended �'wxa7 me door race and the atop flange for fast and D, cro 153116'.maxlm,a Waco Y^�t• it3�g +/; �1•--,�Y y/+q easy kart insertion. ©'._" dl ` "° a1030 0103W 320CH 320ON 319CH 319DN 319ON 13 DOOR SWEEP Symbols Product Symbols W724MEM ■ These symbols are shown adjacent to products throughout the catalog so that products BuyLine 5043 which meet specification and/or code requirements can be readily identified and selected. ■ In order to provide further aid in the specification process.Pemko has also developed'systems" of products.A Pemko'system"is generally a group of products(jamb weatherstripping,astragal (if necessary),door bottom,and threshold)which,when used together,meet specification and/or code requirements and are ideal for particular applications. aSound Tested Bawler Free Tested to:ASTM E 99-90 and ASTM E 1408.91 Meets requirements of:ADAAG-1992,CABOIANSI IN A 117 1-1992,and Pile24,CAC Sec 2-3303(i) Products indicated by this symbol have been acoustically Prodtxas Indicated by this symbol are not more than 112'higher tested in accordance with ASTM E-90-90 Standard Method for than the floor(assuming a level floor)and have no more than a Laboratory Measurement of Airborne Sound Transmission Loss I/4'vertical rise or have slope proportions no greater then 1:2. of Door Panels and Door Systems.These tests were conducted Offset floor conditions resulting in level changes greater than by Western Electro-Aeouslic Laboratory Inc.,and Riverbank 112'require a 1:12 slope.Contact Pemko or refor to our lull-line Acoustical laboratory,Both are accredited laboratories for catalog for recommended BerrlerFreen"Systems. acoustic testing.Contact Pemko or refer to our full-line catalog for recommended Soundse "Systems. llW Smoke Labeled Air Infiltration Tested Tested to:UL 1794-1990 a Tested to:ASTM E 283 and SDI 116 Meets requirements of:NFPA-105-1993 Products indicated by this symbol are listed and labeled by Products indicated by this symbol have been air Inflltrallon WYLE Laboratories as having been tested in accordance with tested in accordance with the requirements of ASTM E 283 Rate Underwriters Laboratories Inc.0.Standard UL 1784-1990 Air of Air Leakage Through Exterior Windows,Curtain Walls,and Leakage rests of Door Assemblies.and meet the performance Doors and SDI 116 Test Procedure and Acceptance of Rate criteria for allowable air leakage as specified in NFPA 105-1993 of Air Flow Through Ckwed Steel Door and Frame Assemblies. installation of Smoke•Conlrol Door Assemblies.Refer to our lull- Products shown with this symbol perform well below the maximum line catalog for recommended SmokeSeal*M Systems, allrwwable leakage of 0.500 CFM/FI 01.57 PSF. SYL �S81F� Fire Labeled (+ "SSrF'F PemKoteTM t Tested to:UL 10B U US Meets requirements ol:ASTM E-152, "C Skid-ResiStam Surface NFPA-252 and UBC-432 Tested to: UL 410 Meets requirements of-. UL10B ASTM D 2047 and Federal Specification P-F-430C Products indicated by this symbol are labeled as gasket Pemkoter"'is a rugged abrasive finish of nickel-aluminum MATERIAL FOR USE ON LISTED STEEL FRAMES AND/OR composite which is fused to the metal surface by a high- CLASSIFIED SWINGING TYPE FIRE DOORS OF THE HOLLOW temperature exothermic reaction.This process produces an METAL OR STEEL COVERED COMPOSITE TYPE RATED UP TO aesthetically pleasing,skid-resistant coating with extremely high THREE HOURS,OR WOOD CORE FIRE DOORS RATED UP bond strength and excellent resistance to oxidation.Pemkotot'4 TO ONE AND ONE-HALF HOURS.These products have been carries a ten(10)year guarantee,and is available on all classified and labeled as a result of testing done by Underwriters Pemko metal thresholds.Pemko highly recommends the use of Laboratories Inc.0 certifying that these gasket products do Pemkotet'"for all barrier-free modular ramps,and as a durable, not adversely affect the lire resistance of the door or frame economical alternative to cast abrasive products.For corrosive according to Its rating in the UL Building Materials Directory. applications,request sealant for extra protection. Products are regularly checked for manufacturing compliance with Underwriters Laboratories Inc.0 by the follow-up inspection service. Contact Pemko or refer to our full-line catalog for PemfiadTMI E/ecoonk GHrnrynlihmkoPAWA,crDrawings recommended FlreLabeledTM Systems. ()—(I Y Fnr Arcrdirrcrwnl Grxplyv CAD Systems 01 PemCasTm ikkmlotr/wnr� AlWa�msspecnoa- UL10C Positive Pressure CAD POSITIVE Fire Labeled Pemko's PemCad Tm architectural detailer,includes over 250 door PRESSURE Meets requirements of:UBC 7-2 sealing systems,custom assemblies,and dimensioned threshold and gasketing section drawings.These drawings are available Products Indicated by this symbol have been tested by for quick and easy downloading into architectural graphic QM Underwriters Laboratories Inc.0 and/or Intertek Testing Services systems The 3.1/2'PemCad'"'disk is in DOS/DXF formal, (Warnock Hersey)for compliance with the requirements of PemCaslm,includes written specifications for the same 250 UBC 7.2.Positive Pressure testing provides a more"true-life' drawings.The 3-1/2'PemCasr"'disk is in ASCII text format. simulation of fire conditions,This testing is equivalent to Contact Pemko for system requirements and to receive a Underwriters Laboratories Inc.0 Standard UL IOC. qualifying application form. 3 t The Model 65, B65 & RB65 are automatic draining, WOODFORD freezeless wall hydrants with hose connection anti- " siphon vacuum breakers.Hydrants drain as handle is Backflow Protected shut off, even if hose is attached. All models are designed to blend in with modern architecture for installation on restaurants, schools, office buildings, Freezeless Wall Hydrants churches,apartments,motels,stores,shopping centers and industrial buildings. Model 65/B65/RB65 Q SPECIFICATIONS: Lo MODEL 65IB66IRB66- •Approved under ASSE Standard 1019-B r •Listed by IAPMOe ® •Meets Government Specification WW-P-541b VACUUM BREAKER-ANTI SIPHON- •NIDELe Model 34HA with'/,inch male hose thread 1 •Approved under ASSE 1011 �' •Listed by IAPMO® _ o0 VALVE SEAT - Permanent type brass valve body with hemispherical seating surface. 2 VALVE-One piece valve plunger accurately controls both flow MODEL 65 o0 and drainage with a minimum number of turns and without need o for adjuctmentG. U_ Exterior Finish: o DRAIN-Under nozzle away from hands of operator and with a Standard-Chrome(CH) o lip to divert water away from building. Optional-Brass (BR)Polished Brass(PB) 3 Fits one standard modular brick course. CASING-Copper tubes. NO LEAD SOLDER-All solderjoints. STEM-Hardened stainless steel stem resists damage. TEE KEY-Loose key operates hydrant. OPERATING ROD-3/8"solid brass operating rod- WATER ATER INLETS-As shown. WALL CLAMP-Furnished on all 66 series except close coupled. j;� •: MAX PRESSURE-125 p.s.i. - MAX TEMPERATURE-1201 F Inlet Options MODEL B65 Pq Exterior Finish:Box&Door Standard-Chrome(CH) g Optional-Brass(BR)Polished Brass(PB) o 3 1 318 3 1 318 Anodized Aluminum Box(AL) o a 3/6 !�4 3/8 Fits two std. modular brick course or one course of facing tile, -n P Inlet P1 Inlet 314" arnalePipeThread V Male Pipe Thread T 1-7. P C� 3 1 3/6 WATER 1/2 �- 4 11 t 1 3I6 4 318 6 1/6 •� C Inlet EP Inlet 314"CopperWakerTr&e Union Elbow wilh3l4"Male Pipe Thread Specify as follows: '' Cil Wall hydrant shall be Woodford Model 65(exposed type),B65 or R865(concealed box type), automatic draining with anti-siphon vaccum breaker.ASSE Standard 1019-13 approved.'/"inlet and outlet(specify type of inlet)- Hardened stainless steel operating MODEL RB65 T� stem and one-piece valve plunger to control both flow and drain Exterior Finish:Box&Door-Chrome(CH)Only I,� functions. Exterior finish to be Chrome Plated(options:Polished Designed especially for tilt up wall construction. Brass or Rough Brass). Loose tee key to be furnished with each Install through 6"diameter hole. hydrant. Wall thickness to be inches. Two 3/8"-16 tapped holes for all-thread anchors in back of box. Lift and latch door stays open when hydrant is in use. 02004 WOODFORD Mfg Rev.9104 Form No.67.106 WOODFORD 11 , 1 9 8 8 � 3 4 .A. 2 T— 3 1 MODEL 65/B65/RB65 PARTS LIST SEE z 4318 ITEM PART# DESCRIPTION INLET 1 RK-STK Tee Key TYPE WALL RK-LTK Long Tee Key(Box Models) THICKNESS 2 50264 Head Nut—chrome 5 1 50265 Head Nut—brass OVERALL LENGTH (CLOSE COUPLED) 3 50583 1.0,RING T116 4 50252 Stem Washer MODEL 65 ''18 5 55062 Stem Screw Rough-In Dimensions 331a 6 50251 "C" washer 7 51014 Yoke Nut 8 Operating Rod(Sold With Item 10 Only) 9 50250 Plunger 14 10 554XX Operating Rod Assembly(Includes Items 7,8,9) WATER (Select required assembled length from table below) a 1n Gin 11 34HA CH 34HA Vacuum Breaker—chrome SEE INLET L 34HA-BR 34HA Vacuum Breaker—brass TYPE 12 55063 Wall Clamp Assembly 71n ) 2 13 51081 Cylinder Lock—Chrome Only 14 65BX BoxlDoor Assembly—Chrome THI WALL CKNESS 65BX-BR BoxlDoor Assembly - Brass ,}B 65BX-PB Box/Door Assembly—Polished Brass MIN OVERALLLENOTH 2Y4 65BX-AL Box/Door Assembly—Aluminum (CLOSE COUPLED) 4 US 15 RB-BX Round Box/Door Assembly-Chrome MODEL B65 RK-65 Chrome Repair Kit(Includes Items 1-7&9) Rough-In Dimensions W11. 211. Operating Rod Assy."A" Manufactured Wall Thickness under one or 65 B05IRB65 Length Part No. more of the following Cc CC 3112" 55401 patents: WAVE_T NIA 4 4 1/2" 55402 U.S. Patents: 4 B 61/2" 55404 3.414,001 6 8 81/2" 55406 4,178,956 4,316,481 +aia 8 10 10 1/2" 55408 4,532,954 2112, eWa,C". 10 1 12 12 1/2" 55410 D216,790 WALL THICKNESS 12 1 14 141/2" 55412 D216,791 D277,365 I yB 14 16 16 1/2' 55414 MIN OVERALL LENGTH a].re D277,366 (CLOSECOUPLEO) 4Y4. j - 16 18 18 1/2' 55416 Canada Patents: L 18 20 20 1/2' 55418 862,529 20 22 22 1/2" 55420 865,995 MODEL R865 2 22 24 24 1/2" 55422 1,146,438 Rough-In Dimensions 351af 24 N/A 261/2" 55424 Wall Thickness(In) CC 4 6 8 10 12 14 16 16 20 22 24 Overall Length* 5 8 10 12 14 16 18 20 22 24 26 28 Shipping Wt.(Lbs)** 3.8 4A 4.8 5.2 5.6 6 6.4 6.0 7.2 7.6 8 84 "Add 3/8"for all box hydrants except CC units add 2 3/8" NOTE:Close Coupled Models are not recommended for ••Add 8.3 Lbs for brass box models, use in freezing climates and cannot use wall clamp "•Add 2.5 Lbs for Aluminum box models. WOODF'ORD MAN' UFP- C°TU 1 CI COMPANY 2121 Waynoka Road,Colorado Springs,Colorado 80915.Phone:(719)574-1101 .Fax:(719)574-7621 To view our complete product line visit:www.woodfordmfg.com CX'I_Inc (Precast I)ivisim) Caku/adons Sch weitrer SW--652 Structural Analysis Design Loada 400 psf Live Floor Load 250 psf Ground Snow Load Wind Speed—150 mph Exp.C Seismic Design Category:D nna'go Stancar k 2015 International Building Code ASCE 7-10/ACI 318-09 UL-752 Bullet Resistance Classification:Level IV Report#:2012-647 F All f" w to THIS RCPUICCCONTAMSRYAGsS,INCL(MINGTRISCOVER.INDl-,MTABLUOYGONILVTS,LL4y ADDI.YXINS.go, ALTMAT1ONS OP,OR CNAVnlOR2CD USE ON RXLVRPIS PROM-ni.RBPORT ARE EXPRMLY PORBBJDEN ��,u 04 wA�y�ocy9 x 9016 o�sreR �nMAL EX 1 Iril z.i,2019 October 30, 2018 eceivpd OEC Q 2, N18 b W V1301 �:! i � N' Table of Contenta Descriotioo pefsl Z4(�Itttc_rnadonnl RniWinY�dc ASCE 7-ID h11V1 AS aril C&C WFind DmJs 1 ASCE 7-10 Snow Loads 2 ASCE 740 Seismic Loads 3-4 Roof Panet Analysis 5-6 Wall Panel Analysis 7-18 Floor Analysis 19-20 Building Analysis 21 Appcudix:.(Ptovdrtl Upon Eisguxe4_LILZS�g tRseialauce Tcsan� l!V 1NLA Sfi it 1 All attached documents are for reference only and designed or approved by others. IRIS REPORT CUNT.9Pl5]JP.\OES,PlCUNiNG'INE CO\'ER.WOTHIti TAB1aUP CANIEN7S A.NI•.0)DITfONS TO, ,`�l•t1r ItJ/Y1f�r ALTERI"OM 01'.Olt I'NAU"(URQM U513 OPF'<CflRM FROµ MUREPORTARE EXVRE&9I.YF'OMWDEr4 W �r STt� t� MAL EX %pril 73,2011) October 30,2018 Page I of 21 CXT, Inc. (Precast Div.) Schweitzer SW-652 (WA) Date: 10/30/2018 Main Wind Force Resisting Systens loads(ASCE 7-10) hnr4ftr bit'-652 l'a r q i,Tab c 1 3.1 Ri71•C'< f ail i rtM her&m ulrt. E 4w l' Sc< :47l t. nurc Lslc -•Canval 130mA Sry Nout 2h.5A d-26.3'-flat PhndS d 13-oud G- H h.N,nd ])110A wl.hwj N%d Night Ic ltt Y00A W-A mall k, % W b"'Rift MIR With Nr w1dakit11 1,bluldititt U 1711 1 of.k Widln 11 hu,WN IOS/ 11"&AI0 J.- d ,oUn 6d Uand "I Pit. 3 Ru7( iu:A1 n: 0 14.04 N11af A II YS 1Vi%d Avrcumd f to uY4 NMnvm Invl comWn,wons lholhrro,K ti. 0 4l1 K d00 1'vtN S,%.1 xbf 11rrr 4.l,tar., (• 'A-J 1.nv f;•A ••'a""� "i�""'-� -t� 1 A duct' -- � {• 1 6 9AO II Akan raw iqf f "Ad Nalwul fK ucrcy Flou2llNIL- Pi A fI-Wi1 . `'�•,',j '�[ /� Q 0.3 Trltwuf hn r• ''100 It Trrnmlklnrkin I ; � 1 Yr 1 ProwrcEl arc rare in% � � i .. Wk.ji,Pwumr 273 4, 3 + 41.30 f Oabk T KNoef•(146b 4%11 Pnrually F-loscd 1f dw bvilding it"boa,ordlc loll ping cnndiligmy', I.Tuml arcs ul 111-ngc in wle o<II ceceeds area of openings in d.WimF;:artk building by,1wre awn I I% 2 Total mev 4 sq nor I°%ofvna or ual null vnJ Ule wlal urea of openings in the W-o dflo,building does not exceed 2n% h w<a u1 dm L.1 aril.Wilding 7 Mn AwJ (hut Ala A Aol C Illm 1 C 3 C 4 Tim W,IAnn.-d aldcvaU �MA n 6 21 a 11 1 0110 000 all0 Il.gO Fnd 1u1 %Vlluv.ud tWw"Jl R 7341 A 11 000 000 9oa om F.rc cHl IacNw Ikk.Al itsR h7U11.0 n• n um U.W UUU UUU k'acWn1 lcn,nrA n,rhnll 115,4817u 1 0 1 O W 0 0u 0 W U u0 Fat ud Rod S7Zp a 11 11 c ,1 0.1%1 11.00 l.l%I QU0 F'ncblN Vyidoxed Glut Facfnr-(7ri 91 G. u.U$ External Pfxawro.CaflldeatY 1'.- d1i &c 27.i{hoof(h IulrrnJ PnsHlm: u t W1nd.wd na11 iu.wdh a1 rr 5 4.1 Nr ann c .7.44 pif L'p 41400 tuned Nallwl urinal toodlic like N11I1 IrD I1<1 HuiU• T.JY f .41.)M •wd A rm1 a1t41 w' c NNh to I IA- 1 x• •1.7 Sul-dls 1L'•t s•Ah Ot Fi 27 4.1 Puc Wnid„nrJ 6.Wiroi-d I.minrd Nwfl'.cusvc r'u:okrWtltq 27.4.11 N•Ha11w RoW Pm-tu Wlnlf Ptrpendicufmr lu WQd ,1 10d•xbcn TlsgY111k «s -U INn -0 N99 1 4I560 3>.to. Nr]7. fW In nl 0 W2 W2 h. I hlo2h I -2/1 I ktilnt V4mvW 1 •19.I4 I Paal lhussurc C-llkc I'll(Fig I7 4-q 11-11 11 dU al dU -0 In -WOftSr('ASP LOADING Rid c Nd1en Theta,I II Ac Ronl'Prtsswc CvcllicicnlslFig 274-I) .p-qR .,go -0•50 030 RA UPLIUWd %V.0 pm.-; .10 uce of elan L-w-I Rod Pmtumc Wald N fid I., Wn,2 Pnal%m:W9m1 lH_wlNwd 9_pa 2R 7Y f NJ far all mot t11 r; Prrpendlculnc to Adge fnr 9<Ill 1GCN,1M •il%I,Wmd ^13 1600 1 •2f IJ 1 lox.. WP.-W-1 dot; IJtna1A Nird wallet •l400 ( -19N O IP2 /.SY f lnwNH NI Poiihrt+%tlrol Sid.Wall •17]3 .3221 p4f WI wb 49.]% 4! 0UI W2 Aull ,f h to 2L -73.I4 if h^loh III%) If .Iddlll.rnal OrrrM 1'n+lam; Nf:G r/ lT •tldY f to 7h kw 1.1 Ihcr•h 0("t Pit R51d5 ':J. IfOrn,b Npd• 3JNI:17 COMPONENTS e. nc c ik1011 e.na At LADDING Finairt Am jigh k414 n loon 11 300 11% -1403 r iL67 sr -3J.0s sf u.67 1•/Y% •tllli7 11 67 -fU.47 f II h7 f th#mfpm%VIm*nl ft ridge li1m�unh'applies W worpiu;i- 7 Ill 44 .9144 r Ilcom 1•J9N •f 44W 1167 11-1U39•10.76 -Y 21 cf J)l0 If .14.3 f 2Y19 40 76 cr -46 32 11)o ! 44.Of .r 2Y2-1 Page 2 9f 21 CXT, Inc. (Precast Div.) Schweitzer SW-652 (WA) Uatw 10130/2018 ASCE 7-10SNOW LOAD CALCULATION Category I1 See ASCF:Table 1,5-I:Risk Catciton,,of Buildings and 011rer StFULAm us- Ex)osare f' See§26.73:Ex osui e Calej.,ories,General. P9 250 pst See ASCE Fi ore 7-I:Ground Snow Load W.Nildaiy, 12.17 h Langili of the huildin L.buddin' 22-17 ft Width of the building H_buddiu k 10 33 ft Fleigit of the building(to the ndgcj Entei 0 it unknown. Roof Ron 1 per footl 3 Roof itch 1 I4.04 de Roof Annie ASCF Table 7-3-Thermal Condition; C All structures exce t as indicated below: 1 0 Slt-uctures ept!ust above freezing and others with t co vent a[e roms m wnicii the t enn:u rusistance l -va ue! between tie ventilated space and the heated space cmcccds 25•It du 's f RTU)- 1-1 Unheated and open air structures 1.2 5[11CW[ey MlCtlllntlal ke-t below 11,ll l 1 3 Coutinunus y heated green louses 1wt i a rool tavmg a hernial resistance va ue tR-valuej less dian_711 Ideg sy --Cu ni 0.85 CA 1 2 (Choose from table above Is I ASCE Table 1 5-2 Surface Unobstructed ASCE"?4 Roof type Gable Hor -windward 6 095 ft Roof Ex osurc parowly ex used ASCE fable 7-2 C. 1 ASCF Table 7.2 CS I Slope Factor from FI mre 7-2 Lou'Sloped?: Yes ASCF. 7-4 P _'10.00 psr Flat Roof Snow Load v 210 00 psf S13:ed$ehof Snow Load Ilse,unhalanced? Yes ASCE'7.61 P 0,00 nsf ASCE$7.6.1 P 250 00 psi- ASCE 7-6,1 P 250.00 psF ASCE '7.6.1 Distance from RidRe to Edge of P loading 6 1 ft ASCE Figure 7-5 30-00 pcf Snow densit E .7.7-1 of ASCE S A Run er rise of I I ASCE 17 t 114 10.19 ft Height of drilling snow on Iee«'md side he 7.00 ft Height of balanced snow Snore Load on Gable Structure 35 30 — 2S 1 �- 1 __ — -STRUCTURE. BRImced Sum 15 - m---l!nblanccd Snow lo c I _ C 0 3 10 15 20 25 Structure Prosy Section Page 3 of 21 lCXT, Inc. (Precast Div.) Schweitzer SW-652 (WA) Date:10/30/2018 Seismic Loads(ASCE 7-10 Schwcitrer SW-632 q 11 U.ASCRTabk 154:Ki3k Cjwwry of nuddm and(lkcr Svoawlc+ Ss 1672 4c Ruthnake fLmmA hfoum,of n:..cc 5pccvat Ru lost.luclpwua ,lW7i MT )1-I Si t473 8 M1m1on W 1 11 uc S A Rcs nto.1acckrawm k1(A'F 2F•2 Sue Clus 1) S,k class abort I.ke n,L wrknnnn"kss PUIUIKtWM,m bn CAdaudekrmeles Stk Clue Got',) AWW.v.I T. )6ntee 1,.Pg Mind TrO1011-PoWd ASVMA XXV Sean,,rotor R—un S1rkn, A.S Immo.d.mw rdiu themwalls SY'F 1nAk:e 2-) R A.OU Rc sc Sloddic.uiun Foclor 2 S Sokm 1h a -Xd.Facwr 1102 Appnu,tc nuud amdtl ASCF tabk 1J 8.2 C 0.S .1 ovnaw nmi aram<su ASCG Tshfc 129.2 Ln 9?7A l4ciahle a feel from base to hqpm Jowl s(mau" Vdoc I• I Val-2- T, 1 Inse olakd VAI.0 5Y1s'To)e L1,4-1 "U+erl for Ini+Tpuluiun R. 15 iv olnkd Voles, ASY'!i ruble 11,4-2 1 s 1 S Sna-Fo•SsI t_W) AA Ind hR'fi 5pavd Nctponse Aerekrulms m shmt powds MTW l;4.1 S -F,•Sr 1 1.1222 jAdjukJ NNT Spxual Rapona Auckrwon>,)xc p«,od 1'1'K I l 4-1 (NWF-hl—toum em,vdued oVd,Quakel 11S Sm. 1 113t Mums Spccul Acocksssm,Pmrelctcta VV-G I!J-3 •.ln Sm, 07-Mg jDcoipS*cV&1 Modataams Pr+wms .(SY'li 11 4-4 I. ) jltnpmkaacc Pam ,M-h'raftle I.J•) k1 ( nCtleo U Based on S p •"echnks "WM +11on Report Nc ulted7 XumrAfiC.611JU and 11.A.3.IRC I14I11 -MLENT L •YURI'Ii PIIOC MUM 3',=C,hn" 0.I1 sec Apparxlmale funJam,ml,d p;rtral 9LW 12 N O i l sat FwsAaromld puwd of drt tuuante loan Ire ttkrn as'fa per ASCE 12.92) C• 11 7S 5Y A' 0004 AR 12.8-5k 17,8-6 C. 1745 ART 12.N-3:F 12,8-4 (• 02?8 I,00n SIM 12.8,3 81,49 k' 56.67 ki s AAXW 12.4-I Shear.,*A vrmrlmul ki•- $2,111 Wk Overmmog Toro—nl with.rnnir load V=C,•W 46 Or,kip Shear wilhuus snow loud AI,- 431.1 W% own"ning A7,mcm wldwut"now lnmf Wf7N SNOW LOAD 123.12 718-It,1) r2.r)-1 r( Sl root V,(Suuy F„,.,:, La Cl Ste,y Height h,or lL snow load) �• w,•hc C,., F, sknr) Ak ice„ Roar 9.I711 937 it Ilk 3S NO A Lok•n 1 0%6 i3 Ww .m 13'Al h, 1t041 1 21X6 kip WAS d.R1a 0.01n P lam 1121n 021n 3t.LS 6S A 1 0014 077 Lip Su 67 kt 3123k•A 13A ki Aasc 0 It 0 on R W^ 81 49 4 .1773 k•R hl,• 324 t k•R MMOU?SNOW LOAD P,(nal roof V.Mary F�, IF,cI Sto fk h,ark anosc load) w, w;°h.' C,. f, the I h� Roof 9.11n 9.371t 0 sI 36-14k 1187 k•n 1 40111 1 4S.97kir 4S97k muk-n I 16A1t WOW own d n FNsm 0.210. 0219 )1.25 k" a3 k-4 I 11019 I a 41 46.0, 4711k•0. 11.91ki 41_ k•n Noe 00. Own 67?11ki 3451Wt kb^ Page 4 pf 21 CXT, Itic. (Precast Div.) Schweitzer SW-652 (WA) Date:1 0130/2 01 8 Center of Mass & Rigidity Schweitzer SW-652 x y La• p t.w fM to W11 >< Y 40% *W% �A .pato oaci IORN9 r aotl s n M I of oaoo e _ ISfS°!t p�L_4'11Ptto, Hai 3"Eu 1 YNP wa •61 ,Me mtlkrt t t d Y Yottt pet•MrW Wrd•IMwM6WMMw��N4F f Tgn_fj�ergNT.w�.M+•.gv!wtw�Vil• � _ Av1tu.•Ie R.Nnnt '....v L4.�..nnlid Ta.:r.Lbi%er la; Orerkmdrrpmlw 1.A."Wrloll Mdwr R•rYnr ea Mdl•rfl•JWnra Intl AlJ wm•CY•n tivinMyn Memml Mxm•nt W11rM1 W��n .Wb Olin was It lropk ek IJUT lam t �1t r 6a Orerbm�intl red•pnu mnoldea rnh•IFa�roipht alMx•.nN,:he xe;htdY�v root mppprtedM the reN•nd mnnvehn!v edleperl!w_f!a Rvvl velpht -ppxnedby.1hervmN•he•nxl MeneonJdend CxnnaaExn t•edNxeM W+1.1•bk•n as M•connaNxn repariry,nxtta nkeeed AetpMvn al the+dleanl MR Might that can be res•xheb!y aN1wInJ W Iliv w 1-40n VAt owmtrq t7rstb Il•iltl 4••AnNen 6R( _ nwrdlg•n�rW1_Y �f n t pNpn T..."L_tlltlhl TOWertl UPp•r L•n �a- a RspAred Tent. Moment h.,Rae[-- Mchm R•Jvbnu LaxdMp Cap•Ny R•r (k l u0.31 Mwrwnt — Bae Mdwrllhl U W—M 1 -- jKft Was OA&mm CWAO UJN amAwb VdewrMRY NNMYMb _Lhm _ ..mod !�Y.l18>RRg.�l1 rtll! !.i 9.r Mr/t•r V_mf_ RIeYOV OwtivMq fNwMnp ehver T•nden Raelrena(hipl[) u"OkV coa W R•gW.4 M+Nab!e Fmm�Mdvn !•••Mrer• I Imp!• u_ CXT, Inc. (Precast Div.) Schweit e SW-52 (WA) @�«2 Gc�,o,� Ama , ; !� 4 � §� $ " 4 ` , | - � � !. ! �� 2-■��/ | �� ) �/| / E �/2 / : t■ IL1 " �|; 7|-E /{ _ |! � l� 9, f � ! 7,. 7\ !� ,�`� ;�2 (/��|;E® ■|§§■ •�,»|, -|�, - )2 ! � !! 7 l|��!!lt�,l , � | |■ �}i! } � o, - - - w w a , ! - - ! / Page 6 yf 21 CXT, Inc. (Precast Div.) Schweitzer SW-652 (WA) Dale:1 013 012 01 8 �agit + e i � •• r i i ��•�a9 fir. � � �� Z3 � ' �=.3 3i ' 73 :,3 1 = i11 , o py14, y s - 4 r � �� at s xX a a CXT, Inc. (Precast Div. Schweitzer SW-652 A Page'of 21 � � � Dale: 10/30/2018 lu: w'tliker 611/652 _ ,<r:.pRwr+M�MM�IrR�n�'ir .1... LYSMtt 7 Wmil MA IY.I U.M Jnl +IA•.rr.w uw y/w r.Irn.WurodyeMr neMw. 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Schweitzer SW-652 (WA) Date:10/30/2018 _-smxvval x-ooarl I f)pinnx 1 REINFORCUKENT AT OPENINGS /\Ilr+xn14.1' i a}Y tR 1 - J:w:— •. 1�+Harxlar xl♦1_ .FIJ � •INwt�t+wm e• [lryoiy /1...�♦I..x...�l.eerl Ruom� 16xad er�y..wny ilP�hl Jui, 1.1 w�xlxul 1"+rYrll..wd rw ww IN •�Igxxl O�xnmp(I.RYI PM1'A t+ad Ihcwiae♦hed INx•L`7Y12 txx ��— ♦ iifa—' MtiT"N a �f d♦YW :al r 1 exJR 1fr) IeR •tIR 91 RN 1. ♦1 YM •1 4!Q_ M1M{. 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U.Corm..mr N.YIYe Fa INS IMl C'YdN 1 unw1 OK RIGIDITY •tlYGilllrS[1VK-iei. t -_ a9'Hi33he If £XT, IkC ( cat Div. Schwet SW-5 (WA) PmeS«z ore1mn2� ee � � q ' • - ■, ! - - __!_ ` � ] a 2 • !, 2 i 2 ! ■ , � 2' § ) /|��;,#!J!»: | � � �� \) 'i�� i� l��•\§ /� ) �! |! |Q Z �� (f I` § � , � � •� �}� : . ! | - ; / J §§/ ° f§�§)a�|-` k§§)| »=w, -J,■ ■ -- ��~ � 2! I | ■ | | 4a �. §A)|l.l7I�� �� � I z «� �.! �� e,� !,a��»q■| _ ,a Rage&M 2 C\T, Inc. (Precast Div.) Schweitzer SW-652 (WA) ole:1po2� @e UN - ; k JIM � 7 ! � � | ■ � , \ . . ■ | � , � .; |,.� ) ƒ� ` | � ! | � �:#■�2�l2 | |�: |) . _ ;./■2|ll,a. , � � _ — - ! !} �- ;, ■ \\ ■ � •�] | .} , ! - . �� �|l���| ■ | ! ! �� .' � - _ |z6]a::: |;: G.:.;:�� A| , 13 : | : 13 CXT, Inc. Precast Div. Schweitzer SW-652 (%VA� Page 21 21 Date:10130/2018 ml� Sehweimr SW-632 CemsseMc ro r41et I.Outing fls width.[...anell WnoA N'v wor uafvaul[- Utb 1.s(Len Ih of roof aiu I) N 00 fI Ir roof onaI wet ahU 2029516 Ar Area of Rool' 336 00 fl^2 Ww total walls panel weight) 31680 Ib it 011iablafhaildriMMI 103111 )\r Iloar I w{d tl 154051h Lb)lei th of hulldinu 2217It \Ve(aurrsgnl wet not blp In 1 673801b Wb lnrdlh ol'baildi.o 12 17 A Wet lesurrated%WWIIofb"dut w/vaunt 673801b AD Areo of btuldin ;(0)41 IV2 PSFr roof scow load) 21U f Rv uanon, hmulls) 0 PSF(IFmor Live Loam 1 4410 pSf Ad Area of Vault U it Ii un ll^2 Penal l\laxrnnnn c11owooe lasrve) 1500 sl Av(Area of Vault) 1100 I1^1 Fu mw lh(WFiS li tifirorce) 40 12 sf Vh(Vaulf height) all \VL)ar(MWFASIa(elalnuld ressure) 51.7d of Cab(Closed Area of building) 255 56Il'12 s rcillc nvi hl of wmlorl rse •f 11W(dcpLh oflloodwaterl IN ••Weigbi 4-411{no9-nsl4acd in IIkh*gtc•11sl.rsea r {hdin flrnal II Ja FS(farlor of sakh'rsgmteJ) IIY) CHECK SLIDING RESISTANCE .7•Vselrndc(Osaa 8asnac andil M arlh rtsawl I S8A7 9IA Sheer .7°VrNrmlc(6wu tehalllc;md%tut withaft snow) 13120011s VwIa4+WU.%i*m x(Wb.Lbrii 1 lb I •Load 441"Imcni per INC MIS 1 tool Cornbrnal—i SIIJIa Redt4nuwhhSsaslr Pdide••u•6•We-74•PSFr•As /sUs1o= 1 1711'A2lb Futqd Factor of Sefety FSu(uJ TMPt)ideJ VusrI Mvilad- 7.2 Ill F cliallc-Pebde I Vsrssmle I FILM,=- 2J I0 Slidln Rrsl{l.rsre with Na Saaa I Hide•o•d•We 11s11de• I1G171.216 Fa d FNclor ofsnfety FSwanJ•YdiJeJ Vv%IIW F—Ind-I 1.4 1 n Ftildsadc^Yrhde7Vtoitnac 1'seus 2 t.0 CHECK OVERTURNING RESIST.UVCE .710t ' elhmrsorsmi,-4 nt wtdi snow) 14h.7_Sl ki s-It Shear 7•(kaorsmc Iliac untlac amisus s%r UM(maw) 120 711 ki R Otwind-IWLIat•Lb•Il^2!2 a F {•I.b•Wb"212) 127073ki A •1. 1.rdjui a ont per IRf I04131 Imd cornisiruuars lAsrlarssM� tl.a wltb SnowNal t Olrsnaa'=f CWe+75•PSFr•Ar°(WpM) Ohsn w 255 905 ki-u Fs r a Factarof S.fety FSusnJ l)hsnrm/IAwNnI FS"Will 2UI > 10 FSsmutc•Otfauow I Vtmssnc Fulsaac^ 74 i 0 erturniltR aealelance worm INo Snow Olr=.61IVOWIs12 Oft 246 0U4 kip-0 V.,tqd Factor of Safely FSwdltd-flu f VikwA Fswkid 194 > 1 U FSSOWNC 104 > I,Is CHECK BEARING PRESSURE CONDITION Net Pmdwm Me!•(tl'ar.PSFN.Ii•PSFPAOJ Ab YIf JJ ln! .1tlotvaDi. plorr Aws 1Srp of �sll 2 By obrclt Mitt if lire Wdngt is 0,w•ed on a ptu pte paly pneJ well drainedUrurdm ulbbue,the Jrsign n ugliclrnl far lateral and vortical Inds CHECK BUOYANCY FORCE CONDITION Rlla am Fort Fill- •.N•Ilws •Colt•Hw•Vh Fb 1 11447 Ialb Furoro(Safe Fib-W.I Fh I FSb- 1 J23 I110 no weight ofthe building exceeds the buoyant force due In hydmslalic pressure acting on the horizonial surt'ace of Iho vault.Unererom.On,design is suflieienl against buoyancy Floor Pusign Informalion' 1)ne referenced building is made of flood damage resistant 5000 psi reuiforced concrete, 2)The vault s)stem,if Misting,is designed to nlinimiYa infiltration into systom and can be consldered water tight to a height of 17" 3)Flood Ventilation is avoiluble at Ihnshold Icn•el and Flood venlilaUalt excaedmg 1"pes sq R of floor area is provided no more that 12"A F F Technical Data Sheet Fixmaster® Anchor Bolt IOCTIrr, Grout HP June 2012 PRODUCT DESCRIPTION Cure Time Fixmaster® Anchor Bolt Grout HP provides the following product characteristics: 28 Technology Epoxy _ Chemical Type Epoxy 21 Appearance(Resin)_White paste 12 _ Appearance Hardener Bladrpaste 0 14 Appearance Mixture Grey paste 7 - — Components Two component- wires mixing E s - — Mix Ratio, by volume- 1 : 1 ~ d Resin: Hardener _ 3 - Mix Ratio, by weight- 100: 80 v Resin : Hardener 1 Consistency Non-sag 0 Cure Room temperature cure after mixin 0 5 10 15 20 2 a 30 35 40 Application GroutingTemperature, C Application 2 to 46°C Temperature TYPICAL PROPERTIES OF CURED MATERIAL Cured @ 24°C for 7 days, tested @ 24°C or as noted Fixmaster® Anchor Bolt Grout HP is a two component,100% Physical Properties: solids epoxy designed to anchor threaded rod, bolts, rebar Compressive Strength,at yield,ASTM D695(ISO 604): dowels and smooth dowels into concrete,grout filled block, and @ 3°C Nlmm' 75 other non reinforced mason Typical applications include (psi) z (10,860) ry• yp pp @ 10°C N/mm 72 seismic anchoring and bracing, grouting dowel bars and tie (psi) (10,500) bars for full-depth concrete pavement repairs, capping paste @ 24°C N/mm' 79 for crack injection, and anchoring in wet and submerged (psi) (11,410) applications. Tensile Strength ASTM D 638(ISO N/mm' 21 TYPICAL PROPERTIES OF UNCURED MATERIAL 527-2) (psi) (3,080) Resin: Elongation,at failure ASTM D 638(ISO 527-2),% 3.3 Density @ 25°C,g/ml 1.14 to 1.4111S Water Absorption, ASTM D 570 (equiv, to ISO 62),0.5 Viscosity,Brookfield,25°C,mPa•s(cP) 115,000 to 125,000`ms Flash Point-See MSDS Linear Shrinkage,ASTM 132566,% 0.2 Hardener: Density @ 25°C,g/ml 0.87 to 1.06 Viscosity,Brookfield,25°C,mPa•s(cP) 160,000 to 190,000 Cured for 2 days @ 24°C Flash Point-See MSDS Physical Properties: Bond Strength,ASTM-C882: Mixed: @ 3°C N/mm' 20 Working Time @ 25°C, minutes 20 (psi) (2,850) @ 10°C N/mm' 23 (psi) (3,300) N/MTYPICAL CURING PERFORMANCE @ 24°C (psi) 25 (psi) (3,580) Curing Properties Cure Time @ 25°C, hours 4 (Henkel I _ D I C) CCA O _ r /a 1 Attachment#3 -Construction Drawings - Plan set and Details Construction of plaza: • Reshape, and remove soil from, the area approximately 18 ft by 12 ft to create a flat surface from Centennial Trail into plaza area and create required slope (1%)to allow for rain water to flow off of plaza. Subgrade shall be prepared per construction standards, 2 inches of rock base course. • Plaza concrete shall be 4 inches thick, broom finish with expansion joints (location to be determined) • Concrete foundation for center artwork pole shall be constructed with project. Foundation shall be 18 inches below grade and 18 inches above grade, as a 3 ft by 3ft concrete square (with rebar), doweled into the plaza concrete four inches. • Concrete seating benches (seat wall) shall be constructed to per drawing. • Adjacent final soil grade shall be blended at the direction of the city's project manager to create a smooth transition to surrounding grades. • Lawn areas adjacent to the plaza shall be restored by contractor with topsoil and lawn seed. TDS Fixmaster® Anchor Bolt Grout HP, June 2012 Cured for 14 days @ 24°C 3.Attach mixing nozzle to cartridge and dispense a small Physical Properties: amount of adhesive into a waste container. Bond Strength,ASTM-C882: @ 3°C N/mmZ 19 4. Fill the hole completely full, beginning at the bottom of the (psi) (2,790) hole. @ 10°C N/mmZ 28 (psi) (4,090) 5. Insert the anchor bolt, threaded rod or rebar to the bottom @ 24°C N/mmZ 28 of the hole but do not rotate or spin so that turbulence is (psi) (3,940) minimized. Once the anchor has reached the bottom it may then be turned 1/4 turn clockwise. 6.Allow 48 hours to cure unless water temperature exceeds 25°C, in which case 24 hours is acceptable. Temperatures TYPICAL PERFORMANCE OF CURED MATERIAL below may require additional curing. Tension Load(1/2"),ASTM E488 N 99,230 Loctite Material SpecificationLMS 1/2" threaded rod at"9D in 2,000 psi (lb) (22,330) LMS dated January 22, 2008. Test reports for each batch are concrete. available for the indicated properties. LMS test reports include Load can be applied in 4 hours at 27°C( selected QC test parameters considered appropriate to 80F) specifications for customer use. Additionally, comprehensive controls are in place to assure product quality and anchor i r the embedment a ptli of the consistency. Special customer specification requirements may anchor d rod "); in this example, a 0001/2" be coordinated through Henkel Quality. threaded rod embedded 4-1/2" in 2,000 psi concrete. Storage Store product in the unopened container in a dry location. Material removed from containers may be contaminated during GENERAL INFORMATION use. Do not return liquid to original container. Storage This product is not recommended for use in pure oxygen information may be indicated on the product container labeling. and/or oxygen rich systems and should not be selected as Optimal Storage: 8 °C to 21 °C. Storage below 8 °C or a sealant for chlorine or other strong oxidizing materials. greater than 28°C can adversely affect product properties. Henkel cannot assume responsibility for product which has For safe handling information on this product, consult the been contaminated or stored under conditions other than Material Safety Data Sheet(MSDS). those recommended. If additional information is required, please contact your local Technical Service Center or Directions for use: Customer Service Representative. 1. Drill hole to desired diameter and depth.Clean out the hole Conversions and brush with a bristle brush. Blow out the remaining dust (°C x 1.8)+32=°F from the bottom of the hole. The hole should be clean of all kV/mm x 25.4=V/mil dust,debris or other contaminants. The hole may be damp. mm/25.4=inches 2. Remove plastic cap and plugs from the cartridge. Dispense pm 125.4=mil a small amount of adhesive to ensure that both black and N x 0.225= lb white materials flow freely and evenly from the cartridge. N/mmz 5.71 =lb/in N/mm x 145=psi 3.Attach mixing nozzle to cartridge and dispense a small MPa x 145=psi amount of adhesive into a waste container. N•m x 8.851 =lb-in N•m x 0.738=Ib•ft 4.Fill holes 1/2 to 3/4 full by dispensing adhesive, beginning N•mm x 0.142=oz•in at the bottom of hole. mPa•s=cP 5. Insert the anchor bolt, threaded rod or rebar to the bottom of the hole while turning clockwise. 6.Do not touch or bolt-up until the recommended adhesive cure time has passed. Directions for Use: (Submerged Applications) 1. Drill hole to desired diameter and depth and ensure that the walls of the hole are roughened. Clean out the hole of all debris and slurry with a pressure washer or water hose. 2.Warm the adhesive cartridge above 29°C before dispensing. Remove plastic cap and plugs from the cartridge. Dispense a small amount of adhesive to ensure that both black and white materials flow freely and evenly from the cartridge. Henkel Americas Henkel Europe Henkel Asia Pacific +860.571.5100 +49.89.320800.1800 +86.21.2891.8863 TDS Fixmaster® Anchor Bolt Grout HP, June 2012 Note The data contained herein are furnished for information only and are believed to be reliable. We cannot assume responsibility for the results obtained by others over whose methods we have no control. It is the user's responsibility to determine suitability for the user's purpose of any production methods mentioned herein and to adopt such precautions as may be advisable for the protection of property and of persons against any hazards that may be involved in the handling and use thereof. In light of the foregoing, Henkel Corporation specifically disclaims all warranties expressed or implied, including warranties of merchantability or fitness for a particular purpose, arising from sale or use of Henkel Corporation's products. Henkel Corporation specifically disclaims any liability for consequential or incidental damages of any kind, including lost profits. The discussion herein of various processes or compositions is not to be interpreted as representation that they are free from domination of patents owned by others or as a license under any Henkel Corporation patents that may cover such processes or compositions. We recommend that each prospective user test his proposed application before repetitive use, using this data as a guide. This product may be covered by one or more United States or foreign patents or patent applications. Trademark usage Except as otherwise noted, all trademarks in this document are trademarks of Henkel Corporation in the U.S. and elsewhere. ® denotes a trademark registered in the U.S. Patent and Trademark Office. Reference 0.1 Henkel Americas Henkel Europe Henkel Asia Pacific +860.571.5100 +49.89.320800.1800 +86.21.2891.8863 0 c z o� z u om � m � e cn It ' O A O m z m z A � � r O r O D D - r z � I Jdz" h1.911 %d e a.4- b o la-or-, (S$v arc) we��g ► - ', 3 Ceyev-00 Q p C.070Ai �1 k c 1s e I m en 47 --3L n i � l } 1 CX'I' I11C. (Pucag Divisil t><l Caleuladone Schweitser 9ty'-652 Structural Analysis DeR'yn Load, 400 psf Live Floor Load 250 psf Ground Snow Load Wind Speed—150 mph Exp.C Seismic Design Category:D Da4mlibmilank 2015 International Building Code ASCE 7-10/ACI 318-08 UL-752 Bullet Resistance Classification:Level IV Report#:2012-647 Agra, 7* �4vr�� �or Ao/�(yyy n115 ReP[IRf cUNrAINSA e_1cR5,a+fllmwG7HLS COVER. T ELE ON c[%JrEVTS,gy,A O1rIONs ro, ALTERATIONS ON,OR UNAVIr10RTL60 USE ON ACLHUM PROM TITS REPORT ARE MMI ISsLY PORRmDEN `o WA�yR�C,y o, TO ae° `mow NAL %p it 23.2019 October 30, 2018 Received ��D 2�01 ,L 10 M! ` 1 n Table of Contents Description PPe/el m5latematnnal RtdWing w><te ASCE 7-10 Al IVFHS and C&C Wind Loads ! ASCE 7-10 Snow Loads 2 ASCE 7-10 Seismic Loads 3-4 Roo f Panel Analysis 5-6 Wall Panel Analysis 7-18 Fluor Analysis 19-20 Building Analysis 21 APVCndibr.Q'W%idssl lip�l�$cuu�t lJJ,752$ullat$�alfllance TcatipA Y q(n'kl"MOINO U'T! All attached documents are for reference only and designed or approved by others. 7711S RLPORTOOMT.IRJS21 F_GW,RJCLMTNGI"k COVER AND 7n6 FART s OP COPn1N-M 4W ADDITIO%TO, ALTLRAnONS OF.OR tWAVnfoRmm LISL OPF.XCLRM KOWRIIS RLPORTAM UIPUMLY MORR DDGN w'�V�oo`9J� MAL E� EX R'ES 1pr117„i.2019 October 30, 2018 y h_ 1 �� I �� � r i CXT, Inc. (Precast Div.) Schweitzer SW-652 (WA) Page 1 2of 21 01 Date: 10l30/2018 Main Wind Force Residing system Loads(MCE 7-10) sehwdtm W-02 cat U - r le 1 3•i;Rc. C4mon,ol"Puild ntd f tu,.ncuu E t C 4c I6 r s F nr I:,lo nu,llcn.ul Vrl 150 unrA Soa RAM N to tbrmo 26.1C.-I1tL1:Wud S ed t3 nx—i h.ntd an" VA d%vllM hl<e R.000 tecnard n411 hOldit W huddaqt 12.17ti IKddt ,Ic 1e01i b L mildbati 11 I l u Iomoh of thr I-Idout H Pui it In JJ 4 II„ .1 die tuddi 0.'Idyl 61cr u dvinm,n ud N,u J Ro,4 cowo tcrf 0 11.tH 0N5 W Jir uc.Wi fxiw n%,alcnuun Ind ronchlmm�nt,lnrMlem„a aim -- K. n t%1 J 2 { ° K 009 V_F, �.na 1.Nv4n,.a..wu,•..a f .•fuJlYcltihl — '^"•i' tz....1;14 I ,Mc fo h 1A65 n Win r„al I.,ift %.Itl lnunul trc arc 3 M•` Pk„bIN RiydW Iku'GL • _. i _Ili � 2 n vs r."on Uiw } r e , \'elnftry Nrgw eE, a0e Coem,nad d-' � u . ' ikn its J. \'clwlt Maru,e 27J 2 I,fi,✓ -2; ? t It.N.WEI 2,hk T h:afR°M.<'.rhls al-7 1'nrllally Farc lased ii dw budding ratan bedl ofUrc Iollonuyi cnlldiUons'. I-Tnwl area nl opcnin(rs in nm:gall swards area of openings in d.balnrcc of the building by more Ihon I lm 1 ToNI nrcn of apcnmos in ram mull c.,cccJs a.cq fL or 1%ofamu ofdut dell mdIlre WWI-ma ofopcninm in the halwrcc offlc building doesnote—ed 211% arlhc arc.in tl,L oui—ul'11.building Zm OWN"Arc, COutt.\,es A Aur Land Ilan I C 2 C tJ CediWn 4 r . N6rdnmd ad all a,uirl 177 4 670.2 it I n ,I 1 0111 1 nnn I a110 0.M Fnt cd W{nJnn+,.,.Inn a, n ul s, n 7761 n n, n am a6u n.oA nm Ifa (an,rd o, n n 1774 G]o2, 11 U.r II nO0 U.m OW ono Eal°rd Ieaaard rnduan tt n I11!1 a 7361 0,40 ago Om o,00 goo tic Ra•1 nnn N/RR 577:R 81 it 1 u 44 it I n.tti I I ra I ntsm 1 um P.ncbs(W _ Gucl Factor-,fi Ul G Eslern%I Pressure CoadiNdents —I It Sc<27 4 4 Rool'(Wo Intrm°1 Prnmm.. 02 Wndn�a Min W. h wi 111 17.4.1 ,z -7141t Cl, 4,coo lrcuaM nu11 otnl m,ra,l w`d I Rhy voth tin- O,cs M' L40 t n))G Ic.:nvJ wll ntd 31k1 w, t aoh ON W12 L 7 Salrndk 04,witmildFid 214.1 Pus Wliulu'-d {Vinduv,d Leeuwd Ilwf l`r:•n+a 1.',td itiyMC II'y-:7.1.11 arlrtl b ,o m, -0 dY9 -0 5CA Mrn'f Prce.vulxs Wind Perpendicular lu lhJ(h n Ne•non �U 8>•10 , ,.•Nc uw hduml Ot I! �lti ur Wtane h,r„ul •7•t.16 I RnoF Pressure Cacfllcicnts lFiN 274-q Normal la .1 IU A,dU -0,60 •n in 'WORVF CASE[A)A116YG Rid.,nrcn Thrla i III do ltanl`Pressun;CoclYcicnts(Fig 27.4•II -O.nn 41.90 -11.50 -U,311 PARALLLL lu \\'dl Prvt tn: OINetamity of Rtia".Wnrui Ruaf Pm,w,ss:Wind Pomfid to Rlwf Pressures:Wind {\4winad J7,71 pit 20,734 f Oda faran t a Nitinnllcular to ridge hm0<10 i msant twirl—. .Ikw f -2J.14 last ,dm n/p01t!c Into ,1 dire; Iuna,A uud a0e1 .600 1 •io J4 gw W2 9211 IKxnN, of PatlMr rtil tiIJ<Wdl .17,2J W JI It pit W2 rah I -29.111 f o W2 nIM, f hb2b •25.14 f NSmh 12n/ rim t( Allthm tl0 poroW f 0,V,a, t)(A)00 WSd,i- 140.d, R I' Au0:12 1COMPONENTS ,n Ra,Y wu: c Ikidc 9.170 &CI.ADJUNG EEfeen,s,{,ea Zunrgo n II Poo{1, 11 Sg(IU 11 1 12n% /o{ if 11,67 sf -34A5 'f 11.67 f 19,01 d do 67 11,67 sr -U 67 f 11 67 IOI NtrOMMntttn:ridgelirrc onh applies U i'pki-7 .91 11 'Il 44 ,(1^')N ,r 41J'lj 11,67 ,f 41 " r I.GJ f.103'NIP4r •IN rp /40.N, f •7d.I of 1Y itJ4.as 40M f Page 2,9f 21 CXT, Inc. (Precast Div.) Schweitzer SW-652 (VIVA) Da w 10/30/2018 ASCF 7-18 SNOW LOAD CALCULATION Catexory If Sea ASCLTable 1.5-I:RAC*cjtoi-yofBuildinmsiuitiOtItur Saucturus. Exposure C See .26J 3 Lxpoiwe Cale oriel.Geunal PH 250 iist See ASCE Fi ure 7-1'.Ground Snow Load W buildipp, 12-17 R Lentob of die buildinst L.buildin, 2117 ft Width of the buiklin Klitunwing l0 33 ft Houbt of the Ixtildin (lo the rid Enter 0 if unknown Ran[Rim(per[anti 3 Rour Itch $ 14.O4 deg Roof An gle ASCF Table 7-3-Thermal Cundidon: C All structures except as indicated below: LO .lructurcx kept just above freezing and others with cold,ventilated cools m which the t enncd resisrance t -va ue) between die ventilated. ace and the heated space mixeds 25'11 du as fuBTU1, 11 Unheacd and open air tinctures 1.7 Structures mention!l ke t U bw frcerin 1.3 nnlpntllmS y jmttc ipreco rouses with a rna urvhtg a t unlla rcavtunco cn e 1 -ir tut 1c.sv inn-.01h ( e_ sq 4,RTU1 o-SS C, 1 2 (Choose from table above 1s I ASCE Table 1,5-2 Surface Unobstructed ASCF&7-4 Roof type Gable -Hdudward 6.095 ft Roof E osure PartiWly owilmd ASCF Table 7-2 C. 1 ASCF Table 7 2 CS I Slope Factor[rain Fi•ure 7-2 Low Sloped?: Yes ASCF.'7-4 P- 2I0.00PSI' Flat Roof Snaw Load p 210.00 pif S1o:cd Roof Snoce L cad Use unbalanced? Ycs ASCF'7.6 1 P,,Mmj 0 00 psf ASCF 6 7 6.1 PI—I 1 250 00 psf ASCF '7,6A p e; 250,00 psr ASCF§1 L_1 Distance rrom Ridge to ledge of P loedrn U 6 1 ft ASCE Figure 7-5 30.00 pef I Snow density Ito.7.7-1 qfASCE S 4 1 Run per rise of 1 I ASCF§7 1 It, 10.19 ft Hci Ill of 41jiftfiia scow on leeward side h 7.00 17 Height of balanced snow Snow Load on Gable Structure 35 — -- - ---i 30 -- 25 1 r 2U - 1—� : •-+-L- --..r.; -S'I'RUCTURF. Cy 1 � � • ^• 1jatFlllCe(15aU V/ a, 1 15 ►- 1 y�-^-Unblanced Snow v 1 s 10 0 Il 5 10 E-- 13 20 25 Structure Cruse Section CXT, Inc. (Precast Div.) Schweitzer SW-652 (WA) Page 3 of 21 Date:10/30/2018 Seismic Loads (ASCE 7-10 Schwtrll8ar SW-652 aln 11 Sw ASCETWC(S.I.Rbk C v( ddm nd OU,c,Suwtwa Si 1670 A14.5xrh, a bound hWuw,ofo:ac<Speehal kupnuac.tuclaWum AN7:F ,M 21•l t171 AM�Fad, .•Gw,nd Afmlan nl l.0 sec �Nu nw,kaluplun ,1JY'F.'F nM:)•2 Site Clan D 5dc claa,fxxian ll:re Dr(uo4rwxn nnkna nlulnrk+n.w roclw<ul dxa dckrwma Sno Clas: NA;rA! Tt KQSO 7ntr•Rurod Tr.wn,wn lknml kty F•p ;�� Scun,n:Fw ke un Mgt.. A.5 Ill%m ed,&U qw,h rN,Sl, k 4:11D ,ua kkrdillcaWn Factor ttl(F.li,M1h 11.2-! 11j, 2$ FVcm tha wen ,Falw t102 Appt—etc poW a,ncta ASCA t4bk 12%.1 0.75 A nvrpn set nod xxnau .ASCE rWc 1!11.2 937 H:•1 to l¢•u host bffe 10 kWICU level o(abuawc Vn:uC 1• V,i,r 7 I Inlet¢olaled Vsluc iC6rohlc u o-I I 1 1 ••1}td l'ar inlcryvlabon F, 15 lnu land Value ,IST'l(7lrhle I1.1-1 1 5 I S 5n,c•Fa•S, 1669 8 Adjutled W-r.Spocool R.•gronu Acwktohon x shot pound* 44N'K l:.4.1 S..-F_•S' 1.132 Adel'ro7cd A4(1?Spocual Ropm„c Accak,auon m I w powd 1 (UT,^hpawwo cw„Jeml ca hqu;d cl M. Sm. I 113JL 100090.S wA=111.tim,Fm.,M., 11 4-3 0.748 (kxl;n Spccud Acvclnxlo„Px nxlr,s 1Y li ll a-v I, 1 1 txxc Fattw ,BY'A 14610 iN,at c Dc x(:un o D B75 ou S D r,u¢,I G•1 nknkallmrst uion Rr ort Required? ye�(!,L('E IJA jmd I,6j L8I'InD.t NEAM, T,=C,.hn' 0 11.—App—dmmv fundalnvnml 'rind A1Y7i I Z T 011 xe Fund—'vwpplad,(dww,xwtn Ica,fm WenuI'aper A S C E I.82) AJTN 12 8-2 a,09a AJYyl11.x-5rtilz,x-/ C.�. 1.745 UW,2x-3:912.8-4 1- 17.278 000 AIY•K/2.A.3 w 81,d9k ••C.•lY 56-67 k', A%T'K i 2:4-1 .Met,u,llh mrorr lfxal 324"1 k-R Ove,mrning Afnmcrn with snnm h,nd C, lV 4686 kip h'hrpr wkhvw euuw food AI• 43i,1 h-4 O ruunrnyA4nmvm vhuul sunwtrmd WJTH SNOW LOAD I2 S-1' 72:I?h—7 z.nl-I Lcvd Sre'v Hel81u h,ork, AM toed) 10h" I f- hi, W Roof 9:17it 93 n 210 sf N125kl d7l.11k•n 0,98(r OW �36ip want O.Mft oon 0w U210 821n 3L25 ki 6 .n 001J �0*70565125k•n IAR 00on 7v 8149k 4T•..Sk.n D41 k.n W[rHOUTSNOW LOAD 12Y-0 I' 841:ll.l 7z;n p,(nA—r V,tSwm F� 1-cl 31. Fici l h ur ly anon load) ¢v, a:•h' C, f Ao,") AA Raa( 9.1!n '1.77 n 0 er 36.14k' 011lk.n I 14981 1 45.97 kit. 43.971,, M0 •n KhW Ai w own 9aln Floor 0211% 1121n 3125k" F¢Sk•ri R019 u8%la 46.86k 421.3k•n 13!/1kl Oft00oh W- 6738k' M,2k.n Nfom 431.1k4n Page 4 Qf 21 CXT, Inc. (Precast Div.) Schweitzer SW-652 (WA) Date:1013012018 Center of Mass & Rigidity Schweitzer SW-652 M- 1_a_numa fo w auY► o. ka" A om, an•wn�w � Y c Y d VV.AoMn�a g1.0.t1�VYMr�ld.l M..V" rw rn.+rllrN W cgnwa..wtnr. ..-...w ^.i7 1T.:-.ro L'ww.i:s nv.rtumNprmN. 1.R•Yq oV.dadntl Mdw R•o.lrr- hd-r R.Ya•ru uYntl k.I rnm.etl.n PNm Q.Ytln Menrnl MNnN m.a1 15V A O.uvnrp esi•vw a10tn.n�NeuMAhtdn.vnfl r.+�a+¢.c't+.�wrcwae.a.wl.rti wr.uc!+,-,xrMl..r.n„c..+cr, ..iov.wdryM-...rA•Fr•rnt!-.n re.YduM r Aenb.dp.an Nr{.NIYr•n•.1xcw+..tl.•ugro7,wlN wvud eul p.rten Mll.Ml..mr iNiiOnIVmMO Check.U.ng B.e.Mcn.n OrdY -- _ �t�n•�.��vu m ��uin.Nnc c _-_ Yo.•ra c,.nn�«IM T. wUpR.r:eM1 coriam• R.gLdMT.W- n.Ytln Mdi.r R.Yemme AMW—R.Yelenu Wdlna M.nwnt Me�N M.mm uotp t �.R..RY P.B.w Mdwr(Al 'falk rb_ YY Cw.ndr'aW 1.cM.tadM d.KlM.ed Cw►+Y1acY �WY1W YY an.dr+Ai aw..W7w Ar+wuaN-ro a«vww ah..r TmY.n #. asYd►N Unar CII.U{d R.au'ued M.A.M. /mIcYMAIWmn AS TIA r aew._ _2al11 ism 1 CXT, Inc. (Precast Div.) Schweitzer SW-52 ffA) Page 5r 2 Gle:,po2� ea � f � f = I . f -� - - - - - � ` 9�d=■R;�/ � � �| ;� £�Gi' / -- - 447 ) !■ . © -,•. �� �| }|� � i ] � ! .! ! ! � q �}�/�\!\G | | |!■ ` �� � �� �)� ���; __� ,-:�. ■ , ,�T |<. . . _ . .. . Page 6 pf 21 CXT, Inc. (Precast Div.) Schweitzer SW-652 (WA) Oale:10130/2018 2 f7� ,� _ | � � _ �||.; � i � - at ���/;q.// || ! » : '/@ a = /g M illial 7, -LL.0 f} }} ! . � ` � - , �/ /£ a J � � �� /\ � � `]{{ } ! �„ . ! :! ) ,. al 41, �` � _ � ! , , �/ 41, �� a �!| �� 4 | | ' § § . , ] ; `� \\\ L-1 P jUL i CXT, Inc. (Precast Div.) Schweitzer SW-652 (WA) Page 7 or21 Date: oi3o12o1e Iyl BtMrylGte►61Nd52 ,ur,e►a..NanYwYs'6.k1gv► ... D GN IJM WM.1.MAltlt Wt IOrrI.F.i Fe+.rA NIP^F/.uR lam... r.�.. .a.r1Aw.Feir.4arr l..try. Il,+.e... IU— �N•YN 4l4 r.wur NIIIntl n.),I rZy •� wl«A:-: }IM 1N 1 Iallr. —T Ju..11�, wr Om • u..r b 1' 1 N )/ ;Ago l1.id iF' —. 1a111r a'�__— _�,i�_I _.rug♦,uln: .w ..« fMw•rw-�-" t♦M„ F r.vN Jr • Pa� ,r1 _ ��\� N un,r Y}: "•`• •INS: UfwY, 1►r YIH/a .Y fµl t a1NA' �r :tlr ad,1 Il,rr t s.IJI Y.IaI r.,Ir, 1 III I N t e]FI. OMw 10 1 ..4r�N 4:-^�•• ;Ry�l_M�. 101f A4��..�� r— —l�ti Ox L N„ MF,W11A Ile .'1�:1 1,[ 14 . Ma -l7t w r .16w./ aotuT 14 iuc 1 '�.� 'I 'YTS' • to r 0 011 M iM IY 0/ y0 I!SV IM.FW Li1.1 -,T J�I�W IL611 /X \ , J 1141r7 JWr 1 V 7 I 1 J a Y IM 0 wr.rw,k wd -,MIT -&Adl JI -Idy Ni. ar,.tir.n.r. yWlt ♦ ImnF.atgwY„d.aa..r a 1 MI 1.•AIW 0•r rNr7 Nat Ir.ol r-r 000 ..7 lUOI t .r rrFe 0t0Ar - Cheat IMn-M. 0 K rl K, Page 8,9f 21 CXT, Inc. (Precast Div.) Schweitzer SW-652 (WA) Dale:10/30/2018 eapo vral ooari — � apYNd1+ REINFORCEMENT AT OPENINGS 14r11.M kwllnY.�J1 Y N401 ar��2:_-�_ Y t11Y lJ_ 1 n ..JY•1 )t•le f1 1 llpwm7 Ilra✓e1.wY YJe4411 neaml 1 LyJ of uPee:p II A+cdl J.nr 11) 1l1lx 14 rr14•ueN.1 rev hiYl AW 'db�l d>prs7R1 Im4 LwJ I'ecm:oea 6Nd IMu�I,'fY 13 IL NY ♦.NN 7 7 •1 . ■ 771 Y 1 1 1+!■ tiq i orl a 7 I YI A i N 1 w I>RmnN 44 Ae re�a IYrebe W'ryp'il �W. 31 CONNECTIONS /_ - wllsY+..Y.7-_ —4F!MLLfr -- mil_— y"""'�• _IJAII.ro. kid I mh-� li Mo1 V., >Ktwls .,�� Wdl pncheel Farce •fieY VM[WY/M aUa er eoeNld RequheJ Shear Cepadry OUl per Pearve ONI■• BaN c•naeclar Reoerve /Dw I `'dw I C!.@Y fVl � C•PaalY 7 4m ORC31l911 NK RIGIDITY I G.1 i:N�1fNY.UVI'L � I711! �, !lf✓t � I fi�Yllelil D-1 / — 1 IM•1 —.4f. Ce•1 - —Il,e•YN 1 _ �- CXT, Inc. Precast Div. Schweitzer SW-652 (WA Page 9 of 21 l � ^ � Date: 10/3012018 nl. Se ICM1YM 0.W40w W.0 OEMG Ww D wlr. W2 A.�p...rw l►�wU...W 11'.)p.xl�.rV....:—wi.wY. w.•...1•IIYr r.O.w Ya • 'w.uw� •II.W =MT SWO _ n'1N.Sl w� +�.�i?.1�•...r P/lJu 1 eiC'1L—�fLi urN.J.. _ a xnser ...n r..11'Y. r wl. p •f xtlllM -Y 1•.R�l 1'. 1 r. I.n. • l.•Iwr fl.luj Ih1 f Ir uyl rtax V 1 1 V. r •rYu •fr. �— MMaf N�.IN. � •� -- —�,.� 1n.f•1 v 751. fY' p. '_ •Iltrr 1 y �� •M I�.w N nnI N . 1 wlli.af 4 p rl`.rI ..y:. _a...i�. a ♦. ��F J•�1+•� I ISa..i..1'a�T Mv���p.�ig �..n�l •n —tslL •.J.AIM ... ) /• 1 n w NM fl i�3i 4f�L77.J. ru... _rrw .�'14 4 U�1. 1•- •I'1• 1 • mw .ur.,...I+Ir+..Y ~ u . tmq magid 'T1." l'1,V,'p P4 u .whlp.p ,r. Arl'_ w l T I 9 f►t 1 Mw f Ml r1 Q ul lm r f�•y�— l 1� ) rl T.xi Ys 110 x• .W Ma U11 N U I w • h nn if ____ ..n J A••! IllYl pp Ilr •1• Tin1T n ,uf h+ J Ymw • 1 ! • Mrrwwr Nxf..r r 4•wr .Iw.wrY...rrr Wl) Ai dJl P•71 ••pp wwwb.Y•.h N✓.n+r Optl" M-i.•Ir ••Ii3 •)I.}. wlnw.wwrrrxfNur prU7 IY. W J4• 7 I INI 1 IN l f:hah/Aln:Mu I • Page 10.pf 21 CXT, Inc. (Precast Div) Schweitzer SW-652 (WA) Date:1 013012 01 8 I - — REINFORCEMENT AT OPENINGS yy�N�PIP � [ _J•!<MnMrI�A4N1 7.1�. wr11n.M 111 N 1J �. ��, 4N» �� ••��!!••"H,,...• Ili• . 1 Ml !J\•a _ Il+,+r♦I.r.r.\\w.J l..f..n 1WA�J M•W IINgf.!M! pl Weilhl of Yx'IWd 4t i.ml xu lulnl !lu �°l .qpy .I llry u�q!1 Nfil I+..IMwI f.lnu.ed l.J I-q:^^_I'12 IMNII P/R .N Ilt tunp-I ol IN I V..IW I.d s IlYe�g ( W Nnq'd Bol�e I�Y!.9'd , UlY_�I,ry 1 ><BLN t oti__I CONNECTIONS lom 'RR1! or— r t aOTrnl.n 1 .Ihaikdlul_ _123.— .�N !n kx • Q IM 1 1 9ltf ItIolt".8. my .nwh anmmlQ w.v _ a/Mahon .l.ulh c.L..a Pnm +il. MW,�1 ICY L.DIN Fan. .. .11h2lill �Li�W.ItOM�tl �N � �I WO Rq�dBAMIfJMPb'p11W I �opi�ly — i .. . VfA—Z irtHi f—�: —T—HK _7 lsrie>P CK RIGIDITY am I i.r ] I8333n111, I Rol Wul I -- ib..l �5�.151i.���—�.d•—f�i'—I�a.r I��+a CXT, Inc. (Precast Div.) Schweitzer SW-652 (WA) Page 11 of 21 Date:10130/2016 m: ur5N�651 _1 .Wr.IamYf.IN•r.Mliwav rfGl .I N. VErAi'�OF WAU.1UNOCED W! 1 wnNr venr4nw.l,Y�u+mvwn /w•dw.11w/r /....u.. I NOW ..r•.1 �- JPr.i .1n•r. •AY.i p W. rw... Y1 N•1/ .11//r• 1 ufTil�a.61�T..•i�i u1Ne:/ 1:191"�• r. X.l 1 1.1t wln.lrG, M _ 7w mJN �,,y le.CMnrn I.4 a YI R!M` f ro4 __ • .11 xt., _ 1.1r_ �,y,T OL---Y ..xuh usra io-..w M4`V. �W Ir ul lr.r.r 1 a lnrn .Y.N IN.44. •1 1.4t . Nrt N� � n/MIl JI/IR\(rlr Oar rr...'�.^17.wa �a4 NINI, JY.tl' •ry.{IIW bN... '!u 4.1 M 1 .1 N u/ .J f fA •��"'' 1 A'11 IY.rM.N ^a. M�.wF.iab v./rq.l .I 'PI Iu.L`•Vr• • •WpM 1 1 �, P Y V-41 Br /IIPIw 1 ..TN l am) 41 „' ly — .Oir I�iiYilw�l lu M PY UP u P 1 YY 1 Y t 1 • 1 _ yWl �111W 1A�1�.•.S 11 11 N It7P- fl a\ I N•. .1 1 1 4 1 n 4NM..N.Y.wY41wwu1 P .A"ddl' Y\YPup. PIIrD II OMIT 1 ..-.�..4r/WM.•• n AY M.MaN rtl+! ON., /..Lw�Iw I.WI•.Y- Pm/ n .P alw n Pi...N.•MT M.YI.ti.r^n JJ /IN71 , (IK VK I:heeL yMn�Mu P Page 12.of 21 CXT, Inc. (Precast Div.) Schweitzer SW-652 (WA) Date:10/30/2018 u �-,j � �F.Mb.Nh/ a glwnhpl Op..ho 2 REINFORCEMENT AT OPENINGS .lslP•_� ma a•1. Ikl /'w .A%I iryiu�A�y IMY.WI- IMq.IFNaM Ik.•II.1•Flrq II ya,Ml J.ne l•I W�axl 1'•pW IwMLW rY rIJ \lu ,gawal Ilp.ryll llil Irad lrl ILprud lxld Iu•p'I'IV 1� Ia1 1 p p ll • 11 p na 1 ] • 1 n Iry.piy Ip A..c,IJ Thr.I• Wl'�� •W411,rL M4_IN— _ ar Ir• 1 l 1 �a 1 _ •.r:.� 1—a: t--!"-SO Ia•I I ) I1 Ya1-- -�iSu JJ CONNECTIONS f A! • th. — �1 ul It •n Oaanuly "'P'av camlelmy lieav aUaid�Y pnt Hovnhls of Axton d+di Lord pain p,ryr WWI IFdum L pR Finer uM t�5iir�`•—wMO�•Iq•YC-,I" Rrquked Shax GYpltily Q61 P11 I MpruJ Vp I �1 Gw� ll•yn RNa61na � 1 Baw GOMkb1 R•N N -1—f_ -- 10 1 1 ]kl• OII VI {-021G11 OK RIGIDITY roan•]•n wlM — 1pM_I rd e97"is61 lhwaiv51 Y Y 1 Opeamd] �y • CXT, Inc. (Precast Div.) Schweitzer SW-652 (WA Page 13 of 21 ) Dale: 10/3012018 nb Schweitzer SW6S2 u71.1w...rartl.Nf+.M nrfr .,NJ DIWCp OrWALL CD wJ r.-"1r�l wA.w.rn.�r�1.Ar dyd -------------------------- _ a• unurJ �_ ®M�NJM_ Ilarlalrr i ue S a'J Wt NOO Uph " IWW �- —17�4Yj•• rel lir,�-rrn Y •'r•r Ffrl Y • •III rrlritf•IF71: IMr�i 1af� t1 tll.y••.N.. If" __ IrYla.r • 11112 _----� MIIINR� •rIJJJ • �•t� r WrIJrrlrawr.. A11YY a4.n n" efN•f _°.f_Ln01_+.L.•r rfl- 1 rt N>!I w w4•, Nlrowl� :fln Y.�.r WM4w • 1 1 °M41Jit 14 ME ,y • {r rJ tl 1 1w ",i.-1 as � ♦n—ZM i I..11r qEi 1 0 E 1--. .Lr.,. u ,• bl•1�,��i \tlN hn.•v r. x fJ. Aug nwm. r • D ( aN• , _� IP:Y u•r r" 1. •1 r-7 � 1• Yf n 1 471" 1tli a let As a uW "kw W iy.. uwl n 117At O Y O'7 ,ao.a aw. u la �Ikotqt d • N•ab MaaaaaW Oe „/r add' 6V 1 a°oz 1a�r Ia sarr nN11 MI N-A n 1.7 •]i" ula •A7r1 AY ' IIM A ll r p ,.Mwr.rrr dJ nru7N t7K nK I.l•Il i11•^M+ Page 14 of 21 CXT, Inc. (Precast Div.) Schweitzer SW-652 (WA) Date:10/30/2018 ..Merl•.p1 qow I 1 REINFORCEMENT AT OPENINGS I"=w�e.rlr�'�L�L_�_`�SS-. - --�llN •Lml. •1L/k°.1v_� .•A.•F Iel•f.M I.y...y Il..vrJl..w.rl\`r.w.11 T.o.q IWnB�'I nl+nmp II W.�N nl.nr 1•IW/W./ 1•rrI+IA laenvN T.YuI Ale ure.rrp ee/.ryll Wr Irlerl L.W I�pe.1mI WJ e.n•I.7117 aNy ell-� I A / •l at JN th ..l M eep•d m W 9tY rra'd w� r tt I IN I —I V. WJ 1 CONNECTIONS 0 v ;Y —I L I 1.1 11-my wpasry ..wmnrtnA„a '•.d n�rynmTp nra,anr. ranch Lwdfmm wdlm w� f�q L_gpl PolprhhN - 1 11CL- _�944h r c iMw rnaWr•NO1.. �DWM' Requlnd Sheer cepuly pb)per Oewpn Clpoy RaleM O/'+r N+Y.lerra - Beu Ca—W, C.pP d" _A7.d... 157f990 OK RIGIDITY � 1 r to I Pull I 0 C Page 15 of 21 , Inc. (Precast Div.) Schweitzer SW-652 (WA) Date:Page 15 of 18 21 l— 9dlwdtmSW6S1 u•/.IIW—b.4 4A.A.Ma1 .fn.. vvmGm OrwALORAnken - I.r A. I.�I�r1..ry01 NIf.nXA ...1 w.r.rFM�lw wwr4Yl,l l.uw+l.n.....�1 .er +r.. ri.wN ew•. i -�CztfJ•H!! l' A Honl INM..I.u.I— , , 1� Au• _ ��•��le 111 W I �1�. {I. nI n.I11.IN.l✓ M4.�ur1� .urr ___._ •�• .�•-•p el llll wW 1 r (�-�--_•...�I�.n w�X1A.1N. II II.eNp« .I rM.U! YI n.A1 —t�11 ..NM{•".Y•w.'urIBMwf H1, nya yp,r !r M. r .r pllk,! 9 ■ 1:1. 1 Y __low,_• III.W _._:�.f�_'�.— _ _� A.W. 1 '! �M .r.. nN 1 . . (twrlr(•�r.�—i-I..�T.T� - A.... n.-a•uTIiT•1.1 n.r.•�i 11 w n.m..r Xrw eYl. N ra«nr .II.w M A 11 .IIdT 1 1 0 1r % aalle tlI • 'W� AC I o 1 f 1 *kqj 69 . —� a ol�� •-✓! IYIAI n IMAI n •t,ul a4e nov ~• -- YI.IN t Ybi..7 •1 al Ot Y Y 1 11 n .unrri . of_ O r& I= r+l .AYr rM..rao OwlsO Mn.i NI-4-•N 63A.1 Ali-' .r�e...w.1. . owls {Iy- .0 .n7 1-mw IT .r.u.ww .rf nW10 Ch..h6Mn•NN UK OX n le Page 16 r)f 21 CXT, Inc. (Precast Div.) Schweitzer SW-652 (WA) Data:10/30/2018 t-EriM•MI REINFORCEMENT AT OPENINGS �hld�)rf h•M' M R• v i•el.I!s�l••slt_. - _!lt o..vr aaalyp..l I't�w 1 777 f Ida IL..nrrl— \\ri rl..a.. 1 f.xNkr y.xuW Il o..td r.er ;�I N'IaMM Id eW,apeuuJ nu luau I i l ,yw��,y qua I IIKI nur16.J iwawzrJ A.d I t•IA,:111: I �)RiurF Jb Ac lc.rd 9v me 4+Y'Wd CONNECf1ONS PCMNYn>LYOr wnfitv 1 IN 1 li •� l � I 1 u.Wary aurdanl�g -id 'iN Did L.� pyayoy. 91WRdPL.M!!!lIIL afNcMla I.aoh l..d ham �W Il�al Force 1r "mor�.AIaM�arr.l0ace yy1 r�M�R'/ Raquk.d sh..r Caryrily llbl P^• R-- I F.leal41 s Cipld!/ fl.MN. 11.•�II I R IWMIc. BaN Carxiador 16U_IA 11 -1� Ina J__.IrAei . 2 ICGoASF OK RIGIDITY rail r' 1 r++r 1 )xsaz)eds r ) -It Ml Page 17 of 21 C T, Inc. (Precast Div.) 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Schweitzer SW-652 (WA) Page 21 2of 21 01 Date:10/30/2018 In+� Schweilrer SW-652 Ceomtvrlc ro Loodlne Its"14th at roaptivell 14I nOA WY(weigitt of voultl" 01b La it math nr roof tal _ 24 011 A Wh•trool panel wet im 202251 Ih Ar Atcu of lilt 33600 11•12 Ww lolal walls panel weight) 31680 lb It of n of build, l0 I3 R For I(ttar'A'W wN ck 100J rb 1A licalph of build, 17 A Wetcuht nxr n of Ida 1 713110lb Wb lnidth of building) 12110 Wev(cstunated%vilamofbuildln w/vatJU 67380lb Als Am afbtuldin NO 61 M2 PSFr roof snow load) 210 pr Alvigumun,oh•ardlsl b PSFf I Floor Life Load) 4110 f AN IAroa ol'Vault Lips) Itcas RK Pans M...num attowvblc vauvre) ISW PM At(Am or Vatdf) II r11 RA2 Fu mw(%I RS lilitlift l'orcel_ 40.13 psf V4 Vatdl h4a 00 W3Jotlhf1VFR5 talaal ward_wore) 5)74 sL,f Gb Chsled Ara of tx1iW{n 2St$b A^2 s Ilc t\rof M of w•plar) rz 4 of Ilw of tloodwrtn lot ••Wnxlnl a(oudl is sot t"ntidrrN m rlw4nx t"usurtm t e11t4n 1'arlal If4U _ PS lfntlut of+uYrn tt2wu+!) ilp CIIECK SLIDING RESISTANCE r tttramlc town caattm an 05 Kith snon9 I Wir 4 m Sheer• .7"Vte4mk fnm cntmlu veldt tts witha t wow'I 1312p U 14 W1.14t•nim(W IA)'111 1tx49 91h •Lead udlusmrent per If1C Irn)S s lead combntxlaM Slidla Rals lawllhSnow Ni4v•u•(.M%Vo•75•PSFtrAr) I Pshde- I 31)n72 4 r F.oA I Factor of Safety FSuI P •Pdide;VwmJ F,Srttiad+ ).2 LU SsNunle• dide/ycnunic russuoe» z a > 1 n Slldlnz Rvaltapcy with Vo Snow I Ptltde•u•6•Wo 1 Pdtde• _ 16171 216 _ Fst J Factor of Safety PSwsnd-PdiJe'Vmnd f•.wtrnl-1 h,seismic•Pd,da+Vtelrnuc I VWsrrac•• 1 2 1 0 CHECK OVERTURNING RESISTANCE 7•Oltpsmrc Meta sessnua a tar ut%nh snow•) 146 742l i A Shear 7 01tt 4-C f6w.m canaletu wtrhoutsnowl 120711 ki 0 omind-(WIJat•Lb•II^2/.11+ Ft tt•Lb•Wh"2! 127 1173 xr A •LWIJ Adpuurrean per IDC Will 3 hood cartMnwian 0%,murn4tg Ilathl�nce wllh Snow Ousnmt'=(,e•We+75•PSFr•Ar•(Wbr21 Ousnuw= 255:05k, -fl Fs Factaraf Safety IStnrM thn uu,wllAwur,I FSxrrd» jUl 10 f•Sswsmt enluw/Vrowmc Renwc^ 74 I Z Ii p tMrlurning Resistance with No I SnnW OIr=.(•iVe"Wh/7_ Of, 7e6an,4w..n F\n J Pacmr of Snfe(y FSwual-Oil I Vwun1 Fswhd= 1.93 > 1 U _ iSwvumc••flu r Vsmsmc Fscumta� 2.M 2 I,U CHECK BEARING PRESSURE CONDITION I'mmoe INw4-(1Yrr-Rif"Ar+PSF(• it/AL vllb .III WT Pnot IStn mf •tI17S rwf By"bent alma,nl dre taldnrx a platttl on u{nopenb(en"(ral W well r4oincd rym+ulat mI,•batc.dw Jesign usullicntnt fin falcral and vatic.•d loads CHECK BUOYANCY FORCE CONDITION Rumy"t Fmn Fla-•NA\•Ihv' •Cab•llw•Vh ll IS47I10IU (�FoclorofSnferr FSL-WN III, F:Sb- .121 Ira The weight afthe building exceeds the buoyant furce due to hydrosmlic pressure acting on the horizontal surface or the vault,dieref are,dte desi n is sufficient against buoyancy Floor Design Infomulion: I)The relbreoced building is mode of flood damage resistant Soon psi reinforced cmttl'ele 2)The vault s)stern if existing,is designed to minitniau innitro(imi into system and can be considered water light to a height of 17" 3)Flood Vto ti n is available m dueshald keel and flood ve"lilaurn exteadmg I"pen sq ft or floor area is p—ided no more than 12"A,F F. E111 Precast Products SCHWEITZER UTILITY SUBMITTALS Received me n z aoie 8LJ L3o� PAINTS : INTERIOR & EXTERIOR EXTERIOR SEALER FLOOR TRIM PAINT .� ;fir- '4 .r?•sz., xi.�=-" - :r_ a:rN _ � , _ �`• - �aL r -rf�..n..i�''+�..�� r'i=i �'xJf� � � {�a r wa�'Sj-• � �-�.-f .! �r.=Y '-r4� � �'' 1 1 �.•I` i � ��•'� - �f��.'i'T•�'1 1�p, ��ys�f �� -^A�At' ��l'�.ir � !•��s'r��,��( +�r _ _ h., •✓ iw' �••f � W,`i��v -'f-r►.�l. i1.�r � � �.v off � a y1� 'Oak �_ ' t.Ts /�`��il�F' � '..-1'..�.. = 1'u'3 hid'C .r,S.ta.t�r xy.- ;J - � V•5f3'f 's .•. `n."w'r 1 - - Technical Data & Application Instructions PRODUCT DESCRIPTION DuraShell is a water-based, fast setting concrete and masonry stain. It was specifically designed for use in original equipment manufacturing (OFM), in-house production and assembly line applications. DuraShell offers "solvent- like" dry times with the use of an external heat source, while still meeting the EPA guidelines for VOC levels in architectural finishes. When properly cured, it prevents the development of efflorescence bloom and blemishes in "hot" or fresh cernentitious materials through the use of a unique acrylic resin blend. DuraShell allows moisture vapor to escape from the substrate while providing excellent.water-repellency on the exterior surface. .BASIC USES DuraShell is a superb water-repellent and color finish that can be applied to most any concrete or masonry substrate, including brick, concrete block, non-glazed tile, pre-cast and cast-in-place concrete, and most other cementitious materials. DuraShell corrects natural color imperfections in the substrate by imparting permanent color uniformity and water repellency without disturbing the natural texture of the substrate. It is not designed for application to hori- zontal surfaces. COLORS DuraShell is available in 28 colors and can be tinted to match virtually any color.Contact the sales CXT Department for samples and availability. TYPICAL PROPERTIES PACKAGING & MIXING TABLE 1 DuraShell is a single component, ready-to-use material stocked in 5-gallon (19 liter) pails and available for special Property Value Method order in 1-quart containers and 55-gallon(208 liter)drums. Material shall be thoroughly mixed for a minimum of five Solids by Weight 40%(t2) ASTM D2369 (5) minutes prior to application. Do not thin the materi- al. Use a power mixer with a blade capable of uniformly Solids by Volume 24%(f2) ASTM D2697 mixing the entire container. Periodically agitate the mate- 10.5 lbs (f.2) rial during application to ensure even distribution of the Weight per Gallon (4.8kgs) ASTMD1475 pigment. 900-1500 cps Shelf life in unopened containers is 2 years frorn date of Viscosity Ca)7o r ASTM D2196 manufacture. Material should be stored at temperatures no lower than 40°F (40C), and no higher than 1007 Dry Time* 20 minutes ASTM 131640 (38°C). Do not open containers until ready to use the material. Cure Time* 1 hour ASTM D1640 Gloss 4.0(60°Gardner) ASTM D523 Permeability 10 Penns(f2) ASTM E96 a 4 dry mils Adhesion to Concrete 300 lbs/sq.in. ASTM D3359 &Masonry (2,069 kPa) Low&Nigh Tentp. -70'F to 200°F Service himits (-57'C to 93°C) *Dry time and cure time at 75°F(24°C),50%R.H. February 2011 C" (Supercedes.Jrrrte 2006) Precast Products TD-CXT-DSH APPLICATION All surfaces must be structurally sound,dry,fully cured,and free from dust,curing agents,form release,efflo- rescence,scale or other contaminants. DuraShell may be applied by brush, roller or airless spray. Any airless spray equipment capable of 1,000 psi (6,980 kPa) and %s gallon per minute(1.9 1/minute) delivery can he used. Higher capacity spray equipment is advised on large projects for maximum production.A reversible self-cleaning spray tip with orifice of.015" to .021"(.38 to.53 millimeters)and minimum 40 degree fan angle is recommended. Brush or roller application is recommended only for repair edge work and confined areas which would require extensive masking or protection from spray application.When applying DuraShell by brush or roller,exercise care to apply material at a coverage rate equal to that which has been spray applied.Variations in sheen could result if uneven coats are applied utilizing two or more methods of application. DuraShell is applied in a minimum of two separate coats on most substrates. The first application shall achieve an indepth penetrating color base and the second shall achieve color uniformity,aesthetic satin tone and water-repellency.The second coat can be applied as soon as the first is dry. Apply product first in a uniform horizontal direction, followed by a uniform overlapping vertical coat. When applying DuraShell to ribbed, fluted, split face or other coarse textures, care must be taken to spray the stain from various angles to ensure that all surfaces are evenly coated. Gun shall be held perpendicular to and not more than 18" from the wall. Care should be taken to prevent runs or sags.Backrolling is an effective method of achieving acceptable hide over coarse or porous surfaces. Use soap and water to thoroughly flush all tools, equipment.Purge water from equipment using Mineral Spirits, and leave the solvent in the lines and equipment until the next use. LIMITATIONS & PRECAUTIONS DuraShell is a low viscosity material designed to provide color uniformity and water repellency without dis- turbing the natural texture of the substrate. It is not designed to fill or waterproof porous substrates under wind driven rain or other severe conditions. DuraShell will freeze and become unusable at temperatures below 32°F (0°C). Do not ship or store unless protection from freezing is available. Do not apply DuraShell at temperatures below 50°F (10°C) or when there is a possibility of temperatures falling below 32°F(0°C)within six hours of final application.DuraShell requires complete evaporation of water to achieve cured properties. Cool temperatures and high humidity will retard cure. Do not apply if weather conditions will not permit complete drying of material before rain, dew,fog or freezing temperatures occur. Conversely, due to the fast drying nature of DuraShell, care should be taken during applications when ambient I temperatures rise above 80°F,or when the product is applied in direct sunlight. f Avoid breathing of vapor or spray mist. For exterior applications, approved MSHANIOSH chemical cartridge respirator should be wom by applicator. For interior applications,provide mechanical exhaust ventilation.Air line masks or positive-pressure hose masks should be worn during interior applications. For additional information on safety requirements, refer to OSHA guidelines and DuraShell QUICK SET Material Safety Data Sheet. OCT 3808 N Sullivan Rd. Building#7 Spokane Valley,WA 99216 Oarprorhicis ar'e grmrwnteed to meet esrablishcd yaal(ly eenbW s9a)dards.Informattan contained rn our techniml data is based on laboratory am1/leld resting,but is subled ro change Mthoto prior natim No gwamrtee r r jmcar acy are given or implied,no does CTX assume any responslhr'lityfor rowrage,performance or h Judc x rrsrdt/rrg flint stor- age,handling or use efour products.UabiUty,ffany,is liorltad to product replacement or,iifopplicable,to the terms stated within the execared pro/ect warrony Technical Data & Application Instructions PRODUCT DESCRIPTION VandlShell is a high solids pure acrylic water-repellent penetrating sealer. It is formulated with non-yellowing Methyl Methacrylate-Ethyl Acrylate copolymer resins to produce long term water-repellency and weather pro- tection. VandlShell imparts a semi-gloss sheen to surfaces. It improves dirt pick up and graffiti resistance. Its non-sac- rificial characteristics allow for the removal of graffiti without the need to reseal the cleaned areas. VandlShell will allow moisture vapor to escape from the building interior under a vapor pressure drive while, at the same time,providing excellent water-repellency on the exterior through the use of hydrophobic resins. BASIC USES VandlShell was specifically developed as topcoat for masonry stains. Apply a small sample area to confirm com- patibility of masonry stain and topcoat. VandlShell is not designed to waterproof porous substrates under wind driven rain or other severe conditions as it does not"fill" the surface. It will protect the substrate against atmos- pheric deterioration with a clear,semi-gloss sheen,which provides water-repellency without disturbing the natural color or texture of the structure.. PACKAGING & MIXING VandlShell is a single component,ready-to-use material stocked 5-gallon pails(19 liters)and available for spe- cial order in 1-gallon(3.8 liter) and 1-quart sizes. Thoroughly mix containers to a uniform consistency. Do not thin the material. Shelf life in unopened containers is 2 years from the date of manufacture.Material should be stored at tempera- tures no lower than 40T (8'Q, or higher than 100T (38*Q. Do not open the container until ready to use the material. TYPICAL PROPERTIES ADVANTAGES TABLE 1 *' Graffiti resistant -- * Protects against industrial airborne chemicals Property Value Method * Reduces soil and fume absorption * Non-yellowing Solids by Volume 24%(f.5) ASTM D2697 * Maintains water-repellency Weight per Gallon 6.9 lbs(1.3) ASTM D1475 * Retains uniform appearance * Breaths-Allows vapor to escape from building Dry Time* 00 minutes @ 6 dft ASTM D 1640 interior Cure Time* 6 to 8 hours ASTM D1640 * Ultraviolet resistant * Reduces dirt entrapment on rough textures Low&High Temp. -70°F to 200°F * Prevents darkening of surfaces during rain exposure Service Limits (-56°C to 94°C) * Minimizes efflorescence and migrating salts *Dry Time and Cure Time at 75°F(24°C),50%R.H. * Reduces spalling and deterioration * Single package-No pot life or shelf life problems * Easily applied by standard methods * Fast drying * Non-lapping-Dissolves into itself * Re-treatment shows no evidence of repair * Long term durability February 2011 Precast P rod u cts (Supercedes June 2006) TD.CXT-VSH SURFACE PREPARATION APPLICATION INSTRUCTIONS(font.) All surfaces must be structurally sound, clean, dry, Brush or roller application is recommended only for fully cured, and free from dust, curing agents or form edging work and for confined areas which would release agents, efflorescence, scale or other foreign require extensive masking or protection from spray materials. Masonry stains to be top-coated must be application. thoroughly cured. Refer to chart on Estimated Coverage Rates for type ESTIMATED COVERAGE RATES of substrate and approximate gallons per square foot TABLE 2 required.The number of gallons listed is approximate total for two (2) separate applications. These figures Square Feet/Gallon are provided for guideline use only. Substrate Estimated Total LIMITATIONS & PRECAUTIONS Concrete Cast-In Placet 150 VandlShell should not be applied over damp sur- Precast1 150 faces. Glass Fiber Reinforcedt 150 Construction Block* 75 Solvents are flammable in liquid state. Use only in a Brick* 125 well ventilated are.Keep away from heat,sparks, and Exposed aggregatet 100 open flame. On interior applications, extinguish all -- _J flames and pilot lights to and near the work *Apply approximately%s total number of gallons in each of the area.During application and until vapors are gone, two(2)separate applications. refrain from using electrical switches or equipment 1 f Two coats may be required depending on surface porosity and unless they are U.L. designated explosion-proof. No desired Finish sheen. smoking shall be allowed in or near the immediate Note: The above absorption (coverage) rates are pro- work area. Use explosion-proof application equip- vided for estimating purposes only. Absorption rates ment which has been grounded and bonded. will depend upon the texture and porosity of the sub- Avoid breathing of vapor or spray mist. For exterior strate. Allow for extra surface area when estimating applications, approved (MSHA/NIOSH) chemical coverage for raked joints and fluted or split face sur- cartridge respirator should be worn by applicator. For- faces. interior application, provide mechanical exhaust ven- APPLICATION INSTRUCTIONS tilation. Air line masks or positive pressure hose masks must be worn during interior applications. VandlShell shall be applied by airless spray equip- ment at the approximate rate of 150-200 square feet For additional information on safety requirements, per gallon. Any airless spray equiprrient capable refer to OSHA guidelines and VandlShell Material ofl,000 psi (6,980 kPa) and '/2 gallon per minute Safety Data Sheet. (1.91/minute) delivery can be used for applying VAN- DLSHELL. For maximum production on large projects, airless spray equipment capable of 2,000 psi (13,780 kPa)and 1 gallon per minute (3.8 1/minute) delivery should be used. A reversible self-cleaning spray tip with orifice size of.013" to .017" (.330 to .425 mm) and minimum 40degree fan angle is recommended. . AAW UIL ONT 3808 N Sullivan Rd.Building#7 Spokane Valley,WA 99216 (Jor/rrmkis are guaraideed to meat estaltlislted 7ualrry Callr,'aI nlluf11a1iIJ.Iafa,7rtatioa eatrRancit in our fw1wdeal/Iola hr boned att labond6p,"I fieh/tdYbrg,bur is vo tea to ehonge rvillrma,nriot•,tottBe No Rua rartfets of IIMitacy nregnrrr or implied,,tor doer CT.1'ama)re to #vqm slbdlry far cornr{ge,petfotonaitcc on-injarles nraalMrg fimn shttwc;uaupbtg Or Jae of Our products. Liability. if any, is /hefted to prarlrtcr r•eplacetnem at-, if applicable. to the farms stated wlthta the e.reeutal project warranry. I FLOOR PAINT Heavy 8.51 COMPANY Dui ARMORSEAL° Floor REXTHANET'" I FLOOR COATING B65.60 .SERIES Coatings PRODUCT INFORMATION Revised 11/04 PRODUCT DESCRIPTION RECOMMENDED USES ARMORSEAL REXTHANE I FLOOR COATING is a high sol- For industrial, commercial, or marine applications where a ids,single component,aliphatic,moisture cure urethane,VOC heavy-duty polyurethane floor finish is required complying,moisture resistant industrial floor coating.This ure- Excellent resistance to alkalies,dilute acids,spillage of sol- thane coating cures to a high gloss and chemical resistant film vents, chemicals,jet fuel, grease,etc. equivalent to two-part urethane coatings. Formulated specifically for brush and roller application • Impact and abrasion resistant Urethane floor coatings may exhibit tire tracking. • Chemical resistant Meets ADA requirements for slip resistance for floors • Resists yellowing Interior or exterior use • Suitable for use in USDA inspected facilities • Schools Airport hangers • VOC compliant • Laboratories Pharmaceutical Houses • Fast"hardness"development • Clean rooms Resists Skydrol • Graffiti resistant PRODUCT CHARACTERISTICS PERFORMANCE CHARACTERISTICS Finish: Gloss System Tested: (unless otherwise indicated) Substrate: Concrete Color: Clear,White, Haze Gray, Deck Surface Preparation: SSPC-SP13/NACE 6 Gray, Sandstone,Tile Red 1 ct: ArmorSeal 1000 HS Clear @ 5.0 mils dft 1 ct: ArmorSeal Rexthane I @ 2.0 mils dft Volume Solids: 67%±2%, White (calculated) may vary by color Abrasion Resistance: Method: ASTM D4060,CS17 wheel, 1000 cycles, 1 kg load Weight Solids: 81%±2%, may vary by color Result: 116 mg loss VOC(EPA Method 24): Unreduced: 282 g/L;2.41 lb/gal Adhesion: Reduced 10%: 335 g/L; 2.8 lb/gal Method: ASTM D4541 Result: 1466 psi Recommended Spreading Rate per coat: Wet mils: 3.0-4.5 Hot Tire Pick-Up: Dry mils: 2.0-3.0 Method: ITM P213.00 @ 140°F Coverage: 358-537 sq fugal approximate Result: Passes NOTE: Brush or roll application may require multiple coats to achieve maximum film thickness and uniformity of appearance. Moisture Condensation Resistance: Method: ASTM D4585, 100T 1000 hours Drying Schedule @ 3.0 mils wet @ 50%RH: Result: Rating 10 per ASTM D714 for blistering @ 40°F @ 77°F @ 100°F To touch: 4 hours 2 hours 30 minutes Pencil Hardness: To recoat Method: ASTM D3363 minimum: 48 hours 9 hours 3 hours Result: H maximum: 14 days 14 days 14 days Foot Traffic: 48 hours 24 hours 12 hours Slip Resistance,Floors: Heavy Traffic: 7 days 3 days 3 days Method: ASTM C1028-96, .60 minimum Static Coefficient To cure: 7 days 3 days 3 days of Friction Drying time is temperature,humidity and film thickness dependent. Result: Passes wet and dry,with and without SharkGrip Additive Shelf Life: 12 months, unopened Store indoors at 40°F to 100°F. Resists fumes,splash,and spillage of mild acids,alkalies,salts, aliphatic and aromatic hydrocarbon solvents, lubricating oils, Flash Point: 111°F PMCC and Skydrol.(ASTM D1308). Reducer/Clean Up: Aromatic 100, R2K5 ArmorSeal 8.51 continued on back { FLOOR PAINT 8.51 COMPANYHeavy Du ARMORSEA0 Duty FloorREXTHANET'" 1 FLOOR COATING • B65-60 SERIES s Coatings PRODUCT INFORMATION RECOMMENDED SYSTEMS SURFACE PREPARATION Concrete: Surface must be clean, dry, and in sound condition. Remove 1 ct. ArmorSeal 1000 HIS, reduced @ 1.5-2.0 mils dft all oil,dust,grease,dirt, loose rust, and other foreign material 1-2 cts. ArmorSeal Rexthane I @ 2.0-3.0 mils dit/ct to ensure good adhesion. Concrete: Refer to product Application Bulletin for detailed surface prepa- 1 ct. ArmorSeal FloorPlex 7100 Primer ration information. @ 1.5-2.0 mils dft 1-2 cts. ArmorSeal Rexthane I @ 2.0-3.0 mils dit/ct Minimum recommended surface preparation: Concrete: SSPC-SP13/NACE 6 Concrete-smooth: Wood: Clean,dry, sound, smooth 2 cts. ArmorSeal Rexthane I @ 2.0-3.0 mils dit/ct Steel with Zinc Metalizing: Clean, dry, sound (clear coat only) Steel with Zinc Metallizing: 1 ct. ArmorSeal Rexthane I Clear, mist coat, reduced 30%with R7K100. Allow to flash for 20 minutes. 1 ct. ArmorSeal Rexthane I Clear @ 2.0-3.0 mils dft TINTING (Reduced 10%with R7K100) Wood: Do not tint. 1-2 cts. ArmorSeal Rexthane I @ 2.0-3.0 mils dft/ct APPLICATION CONDITIONS Temperature: air and surface 20°F minimum, 100°F maximum material: 40°F minimum Do not apply over surface ice Relative humidity: Can be applied at relative humidi- ties up to 99%. Refer to product Application Bulletin for detailed application in- formation. ORDERING INFORMATION Packaging: All colors: 1 gallon containers Haze Gray: 1 and 5 gallon containers Weight per gallon: 12.09 f 0.2 lb(may vary with color) SAFETY PRECAUTIONS Refer to the MSDS sheet before use The systems listed above are representative of the product's Published technical data and instructions are subject to change use. Other systems may be appropriate. without notice. Contact your Sherwin-Williams representative for additional technical data and instructions. The statements made herein are based on our research and/or the research of others believed to be accurate. No guarantee of their accuracy is made however,and such statements may be changed without notice. www.sherwi n-williams.com FLOOR PAINT �Hemy 8.51A Duty ARMORSEAL° Floor REXTHANET"' I FLOOR COATING B65-60 SERIES Coatings INDUSTRIAL A MARINE JII COATINGS APPLICATION BULLETIN Revised 11/04 SURFACE PREPARATION APPLICATION CONDITIONS General Surface Preparation Temperature: Surface must be clean, dry, and in sound condition. Remove air and surface 20°F minimum, 100°F maximum all oil,dust,grease, dirt, loose rust, and other foreign material material: 40°F minimum to ensure goad adhesion. Do not apply over surface ice Concrete/Masonry Relative humidity: Can be applied at relative humidi- New ties up to 99%. Surface must be clean, dry, sound, and offer sufficient profile to achieve adequate adhesion. Minimum substrate cure is 28 days at 75°F. Remove all form release agents, curing com- pounds,salts,efflorescence,laitance,and other foreign matter APPLICATION EQUIPMENT by sandblasting,shotblasting,mechanical scarification,or suit- able chemical means. Refer to ASTM D4260. Rinse thoroughly The following is a guide. Any reduction must be compliant to achieve a final pH between 6.0 and 10.0. Allow to dry thor- with existing VOC regulations and compatible with the exist- oughly prior to coating. ing environmental and application conditions. Old Surface preparation is done in much the same manner as new ReducerlClean U Aromatic 100, R2K5,or R7K65 concrete; however, if the concrete is contaminated with oils, p"" ' "" grease,chemicals,etc.,they must be removed by cleaning with Brush a strong detergent. Refer to ASTM D4258. Form release agents,hardeners,etc.must be removed by sandblasting,shot- Brush............................ Natural Bristle blasting,mechanical scarification,or suitable chemical means. Reduction.....................As needed, up to 10%by volume If surface deterioration presents an unacceptably rough sur- face, ArmorSeal 5020 Floor Resurfacer is recommended to Roller patch and resurface damaged concrete. Cover............................ Mohair roller Fill all cracks,voids and bugholes with ArmorSeal Crack Filler. Reduction.....................As needed, up to 10% by volume with R7K65 Always follow the ASTM methods listed below: ASTM D4258 Standard Practice for Cleaning Concrete. If specific application equipment is listed above, equivalent ASTM D4259 Standard Practice for Abrading Concrete. equipment may be substituted. ASTM D4260 Standard Practice for Etching Concrete. ASTM F1869 Standard Test Method for Measuring Moisture Vapor Emission Rate of Concrete. SSPC-SP13/NACE 6 Surface Preparation of Concrete Previously Painted Surfaces: If in sound condition, clean the surface of all foreign material. Smooth,hard or glossy coatings and surfaces should be dulled by abrading the surface.Apply a test area,allowing paint to dry one week before testing adhesion. If adhesion is poor,or if this products attacks the previous finish, removal of the previous coating may be necessary. If paint is peeling or badly weath- ered,clean surface to sound substrate and treat as a new sur- face as above. Steel with Zinc Metallizing: Surface must be clean, dry and sound. Follow the recom- mended system from the Product Information Sheet. I Wood Surface must be clean, dry and sound. Remove any oils and dirt from the surface using a degreasing solvent or strong de- tergent.Sand to remove any loose or deteriorated surface wood and to obtain a proper surface profile. ArmorSeal 8.51A continued on back IFLOOR PAINT H 8.51 A • �' Duty ARMORSEAL° z REXTHANET'" I FLOOR COATING Floor <Pn� B65.60 SERIES Coatings APPLICATION BULLETIN APPLICATION PROCEDURES PERFORMANCE TIPS Surface preparation must be completed as indicated, Spreading rates are calculated on volume solids and do not include an application loss factor due to surface profile, rough- Mixing Instructions: Mix paint thoroughly by boxing and stir- ness or porosity of the surface,skill and technique of the appli- ring before use. cator, method of application, various surface irregularities, material lost during mixing,spillage,overthinning,climatic con- Apply paint to the recommended film thickness and spreading ditions,and excessive film build. rate as indicated below: Excessive reduction of material can affect film build, appear- Recommended Spreading Rate per coat: ance,and adhesion. Wet mils: 3.0-4.5 Dry mils: 2.0-3.0 Anti-slip additives,such as H&C SharkGrip®,may be added to Coverage: 358-537 sq ft/gal approximate the coating to provide some slip resistance.This product should not be used in place of a non-skid finish. NOTE: Brush or roll application may require multiple coats to achieve maximum film thickness and uniformity of appearance. Urethane floor coatings may exhibit tire tracking. Drying Schedule @ 3.0 mils wet @ 50%RH: Pour a small amount of Aromatic 100,R2K5 over the top of the @ 40-F @ 77-F @ 100•F paint in the can to prevent skinning or gelling. To touch: 4 hours 2 hours 30 minutes Place a temporary cover over the pail to keep excessive mois- To recoat ture, condensation, fog, or rain from contaminating the coat- minimum: 48 hours 9 hours 3 hours maximum: 14 days 14 days 14 days ing. Foot Traffic: 48 hours 24 hours 12 hours It is recommended that partially used cans not be sealed/closed Heavy Traffic: 7 days 3 days 3 days for use at a later date. To cure: 7 days 3 days 3 days Drying time is temperature,humidity and film thickness dependent. Anti-slip additives,such as H&C SharkGrip®,may be added to Application of coating above maximum or below minimum rec- the coating to provide some slip resistance.This product should ommended spreading rate may adversely affect coating per- not be used in place of a non-skid finish. formance. Refer to Product Information sheet for additional performance characteristics and properties. I I I CLEAN UP INSTRUCTIONS SAFETY PRECAUTIONS Clean spills and spatters immediately with Aromatic 100,R2K5. Refer to the MSDS sheet before use. Clean tools immediately after use with Aromatic 100, R2K5. Follow manufacturer's safety recommendations when using any Published technical data and instructions are subject to change solvent. without notice. Contact your Sherwin-Williams representative for additional technical data and instructions. The statements made herein are based an our research and/or the research of others believed to be accurate. No guarantee of their accuracy is made however,and such statements may be changed without notice. www,shenvin-wi Iliams,com TRIM PAINT ML$ am 2.25 Industrial and Marine DIRECT-TO-METAL ENAMEL Coatings B55 SERIES PRODUCT INFORMATION Revised4/2000 PRODUCT DESCRIPTION RECOMMENDED USES DIRECT-TO-METAL ENAMEL is a high-build alkyd coating For use over prepared steel in industrial environments. with rust-inhibitive properties for application directly to bare steel. Interior/exterior Primer/finish • New construction Repaints • Good gloss and color retention • Corrosion resistance and finish coat protection in one coat Railings Storage tanks • Outstanding long term flexibility Machinery Bar joists • Suitable for use in USDA inspected facilities Structural steel Piping • Steel doors Fire escapes • Steel decking Conveyors PRODUCT CHARACTERISTICS PERFORMANCE CHARACTERISTICS Finish: Semi-Gloss System Tested: (unless otherwise indicated) Substrate: Steel Color: Wide range of colors available Surface Preparation: SSPC-SP6 Finish: 2 cts. Direct-to-Metal Enamel @ 3.0 mils dit/ct Volume Solids: 41%t 2%, may vary by color Abrasion Resistance: Weight Solids: 59%t 2%, may vary by color Method: ASTM D4060,CS17 wheel, 1000 cycles, 1 kg load Result- 200 mg loss VOC(calculated): 450 g/L;3.75 lb/gal Adhesion: Pure White Method: ASTM D4541 Result: 300 psi Recommended Spreading Rate per coat: Direct Impact Resistance: Wet mils: 7.0-13.0 Method: ASTM G14 Dry mils: 3.0-5.0 Result: >30 in. lbs. Coverage: 131 - 188 sq ft/gal approximate Dry Heat Resistance: Method: ASTM D2485 NOTE: Brush or roll application may require multiple coats to achieve Result: 200oF (discolors) maximum film thickness and uniformity ofappearance. Flexibility: Method: ASTM D522, 180°bend, 1/4"mandrel Drying Schedule 10.0 mils wet @ 50%RH: Result: Passes @ 77-F Moisture Condensation Resistance: To touch: 1% hours Method: ASTM D4585, 100•F, 500 hours Tack free: 6 hours Result: Passes Pencil Hardness: To recoat: 18 hours Method: ASTM D3363 Result: 3B Drying time is temperature,humidity and film thickness dependent. Salt Fog Resistance: Method: ASTM 13117, 500 hours Shelf Life: 36 months, unopened,at 77°F Result: Passes Exterior Durability: Flash Point: 101°F, PMCC Method: 1 year,45°South Result: Very good Reducer/Clean Up: VM&P Naphtha,R1K3,clean up only Thermal Shock: Method: ASTM D2246,5 cycles Result: Passes Provides performance comparable to products formulated to federal specifications: MIL-E-15090, TT-E-485F Alkyd 2.25 2000646 continued on back TRIM PAINT M 0 2.25 Industrial and Marine DIRECT-TO-METAL ENAMEL Coatings BSS SERIES PRODUCT INFORMATION RECOMMENDED SYSTEMS SURFACE PREPARATION Steel, Light Service: Surface must be clean, dry, and in sound condition_ Remove 1 ct. Direct-To-Metal Enamel @ 3.0-5.0 mils dft all oil,dust,grease,dirt, loose rust, and other foreign material to ensure adequate adhesion. Steel, Moderate Service: 2 cts. Direct-To-Metal Enamel @ 3.0-5.0 mils dittct Refer to product Application Bulletin for detailed surface prepa- ration information. Minimum recommended surface preparation: Iron &Steel: SSPC-SP2 COLOR AvA1LABILITY/TINTING Tint with Blend-A-Color Toner at 75% strength. Five minutes minimum mixing on a mechanical shaker is required for com- plete mixing of color. Color: Wide range of colors possible. APPLICATION CONDITIONS Temperature: 40°F minimum, 120°F maximum (air, surface, and material) At least 57 above dew point Relative humidity: 85% maximum Refer to product Application Bulletin for detailed application information. ORDERING INFORMATION Packaging: 1 and 5 gallon containers Weight per gallon: 9.2 f 0.2 lb, may vary with color SAFETY PRECAUTIONS Refer to the MSDS sheet before use. Published technical data and instructions are subject to change The systems listed above are representative of the product's without notice. Contact your Sherwin-Williams representative use Other systems may be appropriate. I for additional technical data and instructions. TRIM PAINT 2.25A Industrial and Marine DIRECT-TO-METAL ENAMEL Coatings B55 SERIES APPLICATION BULLETIN Revised4/2000 SURFACE PREPARATION APPLICATION CONDITIONS Surface must be clean, dry, and in sound condition, Remove Temperature 40°F minimum, 120°F maximum all oil,dust,grease,dirt, loose rust,and other foreign material (air, surface, and material) to ensure adequate adhesion. At least 5°F above dew point Iron&Steel Relative humidity: 85% maximum Minimum surface preparation is Hand Tool Clean per SSPC- SP2.Remove all oil and grease from surface by SolventClean- ing per SSPC-SP1. For better performance, use Commercial Blast Cleaning per SSPC-SPS, blast clean all surfaces using a sharp,angular abrasive for optimum surface profile(2 mils). APPLICATION EQUIPMENT Coat any bare steel within 8 hours or before flash rusting oc- curs. The following is a guide. Changes in pressures and tip sizes may be needed for proper spray characteristics.Always purge Previously Painted Surfaces spray equipment before use with listed reducer.Any reduction If in sound condition, clean the surface of all foreign material must be compatible with the existing environmental and appli- Smooth,hard or glossy coatings and surfaces should be dulled cation conditions. by abrading the surface. Apply a test area, allowing paint to dry one week before testing adhesion. If adhesion is poor,or if Reducer/Clean Up ..........VM&P Naphtha, R1 K3, this products attacks the previous finish, removal of the previ- clean up only ous coating may be necessary.If paint is peeling or badly weath- ered, clean surface to sound substrate and treat as a new Airless Spray surface as above. Pressure..... . . ..... 2000 psi Hose 3/8"ID Tip..................................0191, Reduction .....................not recommended Conventional Spray Gun . . ......___....---Binks 95 Fluid Nozzle..................63B Air Nozzle . .__ ._ 63PB Atomization Pressure ...50 psi Fluid Pressure..............20-25 psi Reduction .....................not recommended Brush Brush............................Natural Bristle Reduction ....................not recommended Roller Cover . .. ......................3/8"woven with phenolic core Reduction .....................not recommended If specific application equipment is listed above, equivalent equipment may be substituted. Alkyd 2.25A 2000646A continued on back [TRIM PAINT M Lqu 0 2.25A Industrial and Marine DIRECT-TO-METAL ENAMEL Coatings BrJrJ SERIES APPLICATION BULLETIN APPLICATION PROCEDURES PERFORMANCE TIPS Surface preparation must be completed as indicated. Stripe coat all crevices, welds, and sharp angles to prevent early failure in these areas. Mixing Instructions: Mix paint thoroughly by boxing and stir- ring before use. When using spray application, use a 50% overlap with each pass of the gun to avoid holidays,bare areas,and pinholes. If Apply paint at the recommended film thickness and spreading necessary,cross spray at a right angle. rate as indicated below: Spreading rates are calculated on volume solids and do not Recommended Spreading Rate per coat: Include an application loss factor due to surface profile,rough- Wet mils: 7.0-13.0 ness or porosity of the surface, skill and technique of the ap- Dry mils: 3.0-5,0 plicator, method of application, various surface irregularities, Coverage: 131 -188 sq ft/gal approximate material lost during mixing,spillage,overthinning,climatic con- ditions, and excessive film build- NOTE: Brush or roll application may require multiple coats to achieve maximum film thickness and uniformity of appearance. No reduction of material is recommended as it can affect film build, appearance, and adhesion. Drying Schedule @ 10.0 mils wet @ 50%RH: @ 77°F In order to avoid blockage of spray equipment, clean equip- To touch: 1%hours ment before use or before periods of extended downtime with Tack free: 6 hours VM&P Naphtha, R1 K3. To recoat: 18 hours Refer to Product Information sheet for additional performance Drying time is temperature,humidity and film thickness dependent. characteristics and properties. Application of coating above maximum or below minimum rec- ommended spreading rate may adversely affect coating per- formance. CLEAN UP INSTRUCTIONS SAFETY PRECAUTIONS Clean spills and spatters immediately with VM&P Naphtha, Refer to the MSDS sheet before use. R1 K3. Clean tools immediately after use with VM&P Naph- tha, R1 K3. Follow manufacturer's safety recommendations Published technical data and instructions are subject to change when using any solvent. without notice. Contact your Sherwin-Williams representative for additional technical data and instructions. CAULK : INTERIOR & EXTERIOR 3M 700-Series Hybrid Products: 3NF" Hybrid Sealant 730, Clear -�3M7M Hybrid Sealant 740 le� 3MTM Hybrid Adhesive Sealant 760 Product 3MTM 700-Series Hybrid Sealant and Hybrid Adhesive Sealant products are one component, Description moisture curing products which form permanent elastic bonds.They are similar in function as a typical one component polyurethane sealant but are isocyanate-fret. 3M Hybrid Sealants and Hybrid Adhesive Sealants bond to a wide variety of materials including plastics, metals, fiberglass,and wood. Differentiated from other high performance sealants as they are very low VOC,have better UV resistance,and have broad substrate adhesion for a wide range of productivity enhancement applications. Features/ Advantages *All paints should first be tested for compatibility in application. 3M'"700-Series Hybrid Features Products: Advantages 730 740 760 One component,moisture-curing x x x -No mixing -Simplifies production Bonds dissimilar materials x x x -Gives design flexibility Adheres to a wide variety of materials x x x -Multiple uses and design flexibility Permanently elastic x x x -Provides long lasting bonds Fast-skinning x x x -Speeds production Paintable when wet* x x x -Improves appearance -Gives high strength bonds High tensile strength x x -Replace rivets and mechanical fasteners -Ideal for sealing Low Modulus,Low Shore-A hardness x x - -Good for bonding materials with different coefficients of thermal expansion High Modulus,High Shore-A hardness x -Ideal for sealing -Gives high strength bonds Cures Clear I x -Improves appearance 3 M" 700-Series Hybrid Products: Hybrid Sealant 730, Clear • Hybrid Sealant 740 • Hybrid Adhesive Sealant 760 Application Ideas Market 31VI'""700-Series Hybrid Products: 730 740 760 General Industrial x x x Construction x x x Marine x x x Specialty Vehicle x x x Seals lap seams on trucks,trains,trailers,etc.,and Bonds floors,exterior/interior panels, construction panels.Seals/Bonds well to most common roofs for trucks,trains,trailers,vans, substrates. etc.Bonds well to most materials. Technical Data Note: The following technical information and data should be considered representative or typical only and should not be used for specification purposes. 3M'm 700-Series Hybrid Products: Properties 730 740 760 Tack-Free Time @ 73°F and 50%Relative Humidity 25-30 minutes 40-60 minutes 10-30 minutes Rate of Cure @ 73°F and 50% >1/8"(3.5 mm) >1/8"(3.5 mm) >1/8"(3.5 mm) Relative Humidity per 24 hour per 24 hour per 24 hour Shore A Hardness(ASTM C661) 30 30 55 Tensile Strength(ASTM D412) 250 psi(1.7 MPa) 145 psi(1.0 MPa) 260 psi(1.8 MPa) Elongation at Break(ASTM D412) 300% >300% >100% 100%Modulus(ASTM D412) >80 psi(>0.6 MPa) >70 psi(>0.5 MPa) >145 psi(>1 MPa) Service Temperature -40°F-194°F(-40°C-90°C) -40°F-194°F(-40°C-90°C) -40°F-212°F(40°C-100°C) Specific Gravity 1.05 1.65 1.61 Consistency Medium paste Medium paste Thick paste VOC Content 11 g/1 22 g/I 13 g/I -2- 3 M" 700-Series Hybrid Products: Hybrid Sealant 730, Clear• Hybrid Sealant 740 - Hybrid Adhesive Sealant 760 Typical Properties of 3N Pm Hybrid Sealants/Adhesive Sealants Note: The following technical information and data should be considered representative or typical only and should not be used for specification purposes. Application Temperature 40°F-95°F(5°C-35°C) Resistance to dilute acids and bases Good UV resistance Excellent Water and salt spray resistance Excellent Compatibility with paints Water based:yes Can be painted when wet Solvent based:test beforehand Approximate Coverage 1/8"(3 mm)bead= (10.6 oz.[310 mm Cartridge]) 126 lineal feet(38 lineal meters) Performance Data Note: The following technical information and data should be considered representative or typical only and should not be used for specification purposes. Heat Resistance: Long term exposure to temperatures greater than 2127(100°C)will decrease tensile strength over time. Do not use these products in applications where the temperatures will continuously exceed 212°F(100°C). Product Certifications and Listings 3MTm 700-Series Hybrid Products: 730 740 760 NSF R2 Coating for Use on Structural Surfaces — (White and Gray only) (White and Gray only) (Color specific) Leadership In Energy and Environmental Design(LEED) X X X Contributes to LEED credit -3- 3W" 700-Series Hybrid Products: Hybrid Sealant 730, Clear- Hybrid Sealant 740 • Hybrid Adhesive Sealant 760 Directions for Use Surface Preparation: Surfaces to be sealed or bonded should be clean and dry.Surfaces should be free from grease,mold release,oil,water/condensation,and other contaminants that may affect the adhesion of the sealant.Abrading with 180 to 220 grit abrasive followed by a solvent wipe will improve the bond strength.Suitable solvents include 3MTM Adhesive Remover,methyl ethyl ketone(MEK),isopropyl alcohol(IPA),or acetone.* "When using solvents,use In a well ventilated area.Extinguish all sources of ignition In the work area and observe product directions for use and precautionary measures. Refer to product label and IVISDS for further precautions.Always pre-test solvent to ensure it Is compatible with substrates. Local and federal air quality regulations may regulate or prohibit the use of these products or surface preparation and cleanup materials.Consult local and federal air Lquality regulations before using these products. Primer: Use of a primer is an extra step and cost and will depend on substrates and the final end use. Using primer can improve the corrosion resistance of certain metals as well as improve the durability of the bond when exposed to high humidity conditions. For most applications,high strength bonds on metal can be achieved without the use of a primer. Pre-testing for adhesion is suggested to determine if a primer is needed. Contact your 3M Technical Service representative for primer recommendation and application advice. Application: Loading the applicator gun: make sure the applicator is set up with correct plunger attachment for cartridge or sausage pack. Metal Cartridge:Puncture seal in nozzle and remove the pull-tab seal at the bottom of the cartridge.Load into applicator and fix retaining ring(if applicable). Assemble the nozzle(if applicable)and cut to desired size and shape. Plastic Cartridge: Cut off the top of the cartridge with a sharp blade,just above the area where the threads stop.Attach the nozzle and cut to desired size and shape. Sausage Pack:Make a 1" slit close to the crimp on one end of the sausage pack. Load the sausage pack into the applicator barrel(slit side out). Place the rounded end of the supplied sausage nozzle onto the slit end of the sausage pack and fix with retaining ring. Cut nozzle to desired size and shape. Product should be used within 24 hours after seal is punctured. Dispense product with the nozzle tip in contact with the substrate to insure good gap filling and substrate wetting.Bonding must occur within the first 50%of published skin time Do not apply hybrid sealants and adhesive sealants on frozen nor wet surfaces. Do not apply over silicone nor in the presence of curing silicone or curing i polyurethane.Avoid contact with uncured polyurethane during curing. Sealant can Ebe tooled immediately after applying to give desired appearance. fCleanup: While sealant is still soft,cleaning can be done with the same solvents used for surface preparation.If sealant is already cured, removal is done mechanically with razor knife, piano wire, sanding or 3MTM Scotch-BriteTM Molding Adhesive and Stripe Removal Disc.This disc is available from 3M Automotive Aftermarket Division. -4- 3M'" 700-Series Hybrid Products: Hybrid Sealant 730, Clear• Hybrid Sealant 740 • I-lybrid Adhesive Sealant 760 Application Equipment Cartridge and Sausage Pack: Suggestions A variety of applicators are available.Please contact your sales rep for assistance in selecting an applicator. Bulk Dispensing: A 46:1 ratio dual action piston pump with a ram is suggested.Actual equipment should be designed for your application based on the volume required.Please contact your sales rep or the technical service group to suggest equipment manufacturers(Graco: 1-877-844-7226 or www.graco.com). Storage Hybrid sealants and adhesive sealants must be stored in a controlled environment to maximize shelf life. Store the products in the original unopened containers below 77°F(25°C). Shelf Life When stored at recommended conditions,the shelf life is 12 months from date of manufacture. Precautionary Refer to Product Label and Material Safety Data Sheet for health and safety information before using this Information product.For additional health and safety information,call 1-800-364-3577 or(651)737-6501, Technical Information The technical information, recommendations and other statements contained in this document are based upon tests or experience that 3M believes are reliable,but the accuracy or completeness of such information is not guaranteed. Product Use Many factors beyond 3M's control and uniquely within user's knowledge and control can affect the use and performance of a 3M product in a particular application.Given the variety of factors that can affect the use and performance of a 3M product,user is solely responsible for evaluating the 3M product and determining whether it is fit for a particular purpose and suitable for users method of application. Warranty, Unless an additional warranty is specifically stated on the applicable 3M product packaging or product Limited Remedy, literature,3M warrants that each 3M product meets the applicable 3M product specification at the time 3M ships the product.3M MAKES NO OTHER WARRANTIES OR CONDITIONS,EXPRESS OR and Disclaimer IMPLIED,INCLUDING, BUT NOT LIMITED TO,ANY IMPLIED WARRANTY OR CONDITION OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE OR ANY IMPLIED WARRANTY OR CONDITION ARISING OUT OF A COURSE OF DEALING,CUSTOM OR USAGE OF TRADE. If the 3M product does not conform to this warranty,then the sole and exclusive remedy is,at 3M's option,replacement of the 3M product or refund of the purchase price. Limitation of Liability Except where prohibited by law,3M will not be liable for any loss or damage arising from the 3M product, whether direct,indirect,special,incidental or consequential, regardless of the legal theory asserted, including warranty,contract, negligence or strict liability. 3MThis Industrial Adhesives and Tapes Division product was manufactured under a 3M quality system registered to ISO 9001:2008 standards. Industrial Adhesives and Tapes Division www.3M.Loni 3M Center,Building 225-3S-06 Sea chits St.Paul,MN 55144-1000 800-362-3550.877-369-2923(Fax) -5 - 3N]`M 700-Series Hybrid Products: 1-1r brill Sealant 730, Clear- Hybrid Sealant 740 - Hybrid Adhesive Sealant 760 3M and Scotch-Me are trademarks of 3M Company. 03M 2015 -6- GROUT Skim Coat for Walls Fast-Setting Exterior Use Aoiymer-modifled RAEC4 SIOMWALLTM . . SILPRO RAECO®SKIMWALT;"is a fast-setting,smooth- TEST DATA textured,high strength,single component,concrete repair Compressive Strength(Air Cured): compound for exterior or interior concrete walls and floors. ASTM C109 24 hours 2900 psi Consisting of a uniform,premixed blend of Portland cements 7 days 2900 psi and select aggregates with polymer modification to promote 28 days 4500 psi lasting surface adhesion,RAECO®SKIMWALU is used for Flexural Strength: 28 days 1200 psi renovation and new construction. ASTM C348 Bond Strength: 28 Days 500 psi USE S K I M W A L L FOR. ASTM 3931 whui bonded to properly Intended for patching and skimming exterior concrete prepared concrete. walls,CMU masonry block walls,tilt-up panels,pre-cast Working Time: 30 minutes at 70"F(21'C) concrete structures,polystyrene insulation board and other Pot Life: 45 Minutes. cementitious substrates.RAECO°SKIMWALU'is formulated Re-dispersible polymer allows the to be used as wall overlay skimming compound to provide mixed product to be remixed 2-3 times,without any additional a smooth,even colored,monolithic cement finish.With the water. proper adjustment of water,RAECO®SKIMWALti"be also Initial Set Time: Approximately 45 minutes be used for filling bug holes,honeycombs,pop-outs,inserts ASTM C191 at 70'F(21°C) recesses,brace points,chamfer spalls and reveal strip repairs. ® Final Set Time: Approximately 60 minutes RAECO SKIMWALU"may be used on horizontal concrete in ASTM C191 at 70'F(21'C) foot traffic applications,as long as it is properly sealed. RAECO®SKIMWALU"may be used for interior applications SURFACE h R E P A R A T 10 N over all suitable flooring materials except unprimed drywall Concrete Walls: or gypsum-based underlayments. Surface must be solid,completely clean,free of oil,wax, RAECO®SKIMWALti"is intended for multi-purpose repairs grease,sealers,curing compounds,efflorescence,paint dirt, loose surface material and any contaminant that will act as a and is also formulated as a floor covering underlayment. bond breaker. RAECO®SKIMWALI:"can be applied from a featheredge to 1/2!' (1.27 an)in thickness,and up to 2"(5.08 cm)with the Weak concrete surfaces must be cleaned down to solid sound addition of#16(1.180 mm)silica sand, concrete by mechanical means.Acid etching or chemical cleaning is not acceptable. RAECO®SKIMWALC"is designed for smoothing and Expansion joints,panel joints and all moving joints must be patching walls on projects where an ultra smooth surface is desired in a short amount of time and true concrete color is honored, desirable.RAECO®SKIMWALI;"may be light rubbed with a Metal Substrates: damp sponge after 45 minutes,or sanded after 90 minutes. RAECO®SKIMWALLU'will bond to most ferrous steels, provided they are free of bond-breaking residues and rust- A D V A N T A G E S free.Some non-ferrous steel(such as stainless steel)may •Fast Setting allows painting or sealing within 60 minutes require an epoxy primer. •Strong.4500 P.S.I.compressive strength For additional guidance on preparing any of the above •No primer needed.Polymer modified,strong bonding and substrates,please contact Silpro Technical Services at 1-800- high flexural strength 343-1501. •Install in a single lift from a featheredge to'/2"deep •Sandable after 90 minutes •Forgiving.Self-healing polymers minimizes trowel lines •Longer working time.Maintains workability for 30 minutes at 70°F(21-C) •Permanent.RAECO®SKIMWALC"is a REAL Portland"' cement product and meets ASTM C-150 •4 Shades of Gray—to match Northwest concrete colors •Very smooth.No large sand aggregates •Mixes with water only For Customer Service, Call Sllpro at 1 -800-343-1501 i �,; i•x}nip nnr-rJ�-rIc:�ws Mix only enough RAECO11 SKIMWALL"that can be placed • Do not install below 45°F(4°C)or above 100°F(38°C) and finished with in 15 minutes at 70°F(21'C).Higher substrate • RAECO SkimWall is NOT intended to be used over wood temperatures will cause the RAECO'SKIMWALL"to set in any exterior application.Never use SkimWall as an faster and lower temperatures will extend set times.Smaller anchoring material for inserts,dowels or anchor bolts. batches can be mixed at a 3 parts powder to 1 part water Never used over gypsum-based materials. mix ratio.Always mix with water in a pail first,adding the • Do not install over gypsum based surfaces or drywall. powder second.A full batch can be mixed by adding 2.0 . Do not over water,retemper,or add additional additives. quarts of water to a fifteen-pound pail.Mix with a 350-rpm e Always install a test area to confirm suitability of.RAECO® minimum mixing drill and paddle to a lump free consistency. SKIMWALL"for intended use.Assistance available from Do not over mix or entrain additional air into the product. Silpro Technical Services,1-800-343-1501. Mixing Water: P A,C.X n 61 iu i, For skim coat applications:Mix 2.0 qts.per 15 lb.pail,or mix 3.3 qts.per 25 lb.bag.For smaller batches,use a mix ratio of 3 15 IN pails parts powder to 1 part water can be used. 251b bags For thicker patching applications and filling small well- def ued voids:Mix 1.8 quarts per 15 lb.pail,or mix 3gts.per 25 T i�r;n r:;r: lb.bag.For smaller batches,a mix ratio of 2.75 parts powder Always keeps in cool/dry place unexposed to sunlight or to 1 part water. water,Keep opened product resealed in container. ,APPLICAT101\1 3Hf I.F 1_AFE RAECO'SKIMWALL"can be installed from a featheredge 1 year when stored properly in original unopened container. to 1/2"in one application.RAECO'SKIMWALL"may be installed up to 2"inches with the addition of#16 silica sand. CAUTION ' C31rc�nic� — Contains Portland cement and silica sand.May irritate eyes RAECO'SKIMWALL"is self-curing.The process of concrete and skin.Avoid contactwith.eyes or prolonged Contact curing is not required.RAECO°SKIMWALL"is walkable with skin.In case of contact,flush thoroughly with water. ' in 45 minutes and will accept floor coverings in 60 minutes. The wearing of gloves,dust masks and safety goggles is j Deeper patches may require additional dry time, recommended. Note:RAECO'SKIMWALLU'is cement based;therefore 1n case of eye contact;,Mood eyes with potable water and, follow ACI rules of concrete work regarding warm and cold call physician.DUNOT RUB DYES. I weather placement procedures.Hot temperatures above 857 will reduce working time,therefore use cold water. See Material Safety Data Sheet for detailedinformatitm. Cold weather(below 55°F)will have a retarding effect on Do not-take internally:Crystalline stliea sand may,cause set times,therefore it will be beneficial to store RAECO' serious lung problems.Avoid,breathiag dustand wear a SKIMWALL"in a warm building and use lukewarm mix respirator in dusty areas. water.Do not place below 457(4°C).Do not allow to freeze and always protect from wind,direct sunlight.Do not use KEEP OUT OF THE REACH OF-CHILDREN. fossil fuel heaters in any space prepared for cement products, DOXOT TAKE INTERNALLY. paint or floor coverings.Do not mix with admixtures unless Dispose of in accordance with local,state,or federal given written direction from Silpro.Any questions,call Silpro regulations.In case of a medical emergency or for Technical Services. information regarding spillage clean up of disposal call INEOTRAC:800+535-503.' Use water to clean all tools immediately after use. CaUARFlf�I i Please call Silpro LLC for copy of guarantee. 8/14 • :0• ♦ • DOORS FRAMES DOORVENT [RecoDoor TECH-DATA ASSA AB OY 0 1-3/4" ULTRADOR (UP) POLYSTYRENE CORE DOORS FLUSH PANEL STEEL DOORS UNIVERSAL, NON-HANDED Polystyrene slab, bonded to the inside of both face sheets with a waterproof, contact adhesive. _ Suggested Use: Interior or Exterior... Office Motel/Hotel Apartment Condominiums Dormitories Urban Renewal Health Care Institutional Mercantile Public Utility Factory Warehouse i DOOR DESIGNS F G G2 G3 V N__ N____ GLB ® ® CID DDT0 [1 00 01 rDDB1 rl r7i M u u u u =1 1001 LB LD LT E101 E201 E202 E203 E601 6—PANEL EMBOSSED DESIGN 4070 MAX. ASSAAH1 OY,t hvglolm I lemlo DA in door opening solutions. 4F TECH-DATA ULTRADOR N I o Hardware locations shown match Ceco standard frames. ao o � c� o olO 3 z o� 00 Ir r, r, 0 O 1/8 8.88 _j y © L� J U 2 M U W � O N I°7 M M LO _ Cr N _ _ N M M Z 8 Z iY Z W Z = M D_ O M M N N W _ i J Z O Q M M M M (D 0) z Q d O co Lri O cD g M M N Od Z 8.25 _ 5 1 9 Finished Floor 3/4 DOOR ELEVATION VERTICAL SECTION DOUBLE SWING J SINGLE SWING ACT LEAF WIDTH I ACT LEAF WIDTH I ACT LEAF WIDTH 1/8 NOMINAL DOOR 1/8 1/8 NOMINAL DOOR 1/8 OPENING WIDTH OPENING WIDTH HORIZONTAL SECTIONS (Conversion: 1" = 25.4 mm, e.g., 1-3/4" = 44.45 mm) +1 panel do 2 panel designs are limited to 8'0 hgt. OVERLAPPING ASTRAGAL O7 OVERLAPPING ASTRAGAL Q7 OVERLAPPING ASTRAGAL Q 4451 4441 4471 FOR 1-3/4" THICK FOR 1-3/4" THICK FOR 1-3/4" THICK DOORS WITH OPTIONAL DOORS DOORS POLY—PILE INSERT STEEL STEEL STEEL INACTIVE-1ACTIVE INACTIVE ACTIVE INACTIVE ACTIVE ALUMINUM J STEEL LISTED LISTED CCecoDoor ASSA ABIAY TECH-DATA ULTRADOR 16 GAGE STEEL O VERTICAL EDGES Q END CHANNELS Epoxy Seal n WELDED 'lJ / Seamne TO BOTH MECHANICALLY FACE SHEETS INTERLOCKED \ HEMMED EDGES INVERTED TOP AND ALSO AVAILABLE BOTTOM SEAMLESS (WELDED / OR BODY FILLER) OPTIONAL TOP AND CENTER EDGE SEAM CONSTRUC— BOTTOM CAPS ARE AVAILABLE TION PROVIDED WHEN OVER 9'0" OR 14 GAGE SKINS CLOSER Q3 LOCK PREPARATION REINFORCEMENT GOV. 160/161 (OPTIONAL) //' CYLINDRICAL TYPE / i / 14 GAGE STEEL / // (LC1) CHANNEL 20" LONG //// (ANSI A115.2) / 2-3/4" BACKSET LOCK EDGE IS BEVELED HINGE 5O LOCK in 2" (1:16) PREPARATION PREPARATION GOV. 86-4 -� MORTISE TYPE / 4-1/2" X .134" 1, 1 CLOSURE ' y HIGH, STANDARD PLATES OR HEAVY FULL MORTISE INCLUDED (LM 1) 2--33(AN/4"1 BACKSET HINGE 7 GAGE / PREPS REINFT. LMO) SIMILAR TO DETAIL ( LESS FACE CUTOUT T�EMPLATESI Al 6 7 \ SIMILAR TO DETAIL (LPO) LESS ALL CUTOUTS `�J NON—HANDED AND REINFORCEMENT v GLAZING TRIM ® FIXED SLAT TYPE LOUVER SlimTrlm 4634 FOR 1-3/4" THICK DOORS 50% FREE AIR FLOW 3/8" WIDE GLAZING POCKET STEEL CCecoDoor STEEL M� AMA ABW i LISTED TECH-DATA ULTRADOR v STANDARD SIZES PRODUCT SPECIFICATIONS, NOMINAL DOOR OPENING 1-3/4"Thick steel doors shall be as manufactured by Ceco Door Products, . WIDTH Doors shall conform to the Steel Door Institute guide specification, ANSI SINGLE DOUBLE HEIGHT A250.8; see chart below for performance classifications. 2'-0" 4'-0" 2'-4" 4'-8" ULTRADOR doors are made full-flush or (optional) seamless style. Face 2'-6" 5'-0' 6'-8" sheets are commercial quality cold rolled steel conforming to ASTM A1008.,.or 2'-8" 5'-4" 7'-0" (optional)hot-dipped galvanized steel conforming to ASTM A924 and A653-- 2'-10" 5'-8" 7'-2" 3'-0" 6'-0" 7'-10" see chart below. 3'-4" 6'-8" 8'-0" 3'-6" 7'-0" 9'-0" UltraDor full-flush doors have mechanically interlocked, hemmed, hairline 3'-8" 7'-4" 10'—o" seams on vertical edges and have no visible seams on faces.Doors specified 3'-10" 7'-8" "seamless"have no visible seams on faces or vertical edges(S.D.I.Model 2).A 4'-0" 1 8'-0" one piece, polystyrene slab,conforming to ASTM C578 TYPE 1, is bonded to the inside of both face sheets with a waterproof contact adhesive.The top and FIRE DOORS bottom door edges are closed with 16 gage steel channels welded to both LABELING AGENCIES: face sheets. • UNDERWRITERS LABORATORY Hardware Provisions: Hinge preparations are handed. Hinge edges are •WARNOCK HERSEY mortised for 4-1/2" or 5" high, standard and heavy weight hinges (specify TEST: UL 10C, UL10B which). 7 gage steel hinge reinforcements are welded inside the door edge and are drilled and tapped for fasteners in accordance with ANSI A156.7.The -RATING: 20 MIN. 3/4 HR. lock edge has a standard bevel (1:16) and is prepared for Gov. series 86, 1-1/2 HR, OR 3 HR 160/161,or 90 locks in accordance with ANSI A115(specify which). Optional -MAX. SIZE: 40 x 80 SINGLE closer reinforcement is a 14 gage steel channel. 00x80PA1R • 80 x 90 W/ VERTICAL. RODS Paint: 1-3/4"steel doors shall be provided with one coat of oven-cured neutral •DESIGNS: F. G, N. & v color primer paint. Primer coat shall conform with ANSI A250.10.The primer Not all ratings are available coat is a preparatory base for necessary finish painting."Colorstyle"finish coat in all sizes, designs and materials. is also available from a selection of standard colors(optional).Colorstyle finish is electrostatically applied,oven-cured urethane enamel and shall conform to SIZE LIMITS — DESIGNS ANSI A250.3 . For accurate color selectors ask for a Ceco Colorstyle chart. EXEPTIONS: FLUSH 1 2 6 E1, E2, and E6 designs: mortiee lock preparation limited to 3'0' width, minimum. DESIGN 'PANEL PANEL PANEL I & 2 panel doors are available in 18 gage face sheets only. MAX. 40100 3080 3080 4070 6 panel doors are available in 20, 18, & 16 gage face sheets only. MIN. 2068 2868 2868 2668 Panel design door face sheets are formed from A40 gale. steel. MATERIAL DOOR FACE SHEETS LEVEL C.R. A6a GALV RECOMMENDED G90_-DOOR—FRAME MATERIAL 20 Gage Steel (4080 max.) Standard Duty STD — — 16 Gage Steel 20 Gage Textured Steel Standard Duty STD — 16 Gage Steel (4080 max.) 18 Gage Steel Heavy Duty STD OPT OPT 16 Gage Steel 16 Gage Steel Extra heavy Duty STD OPT OPT 16 or 14 Gage Steel 14 Gage Steel Maximum Duty JSTD OPT OPT 14 or 12 Gage Steel PERFORMANCE Thermal FULLY OPERABLE ASSEMBLIES (ASTM C1363) R — 2.83 U = 0.35 Characteristic Value: CORE CALCULATED (ASTM C518) R = 6.35 U = 0.157 Sound Transmission STC 27 (F Design, 18 Gage Face Sheets, Class: ASTM E90 & E413 rFully Operable]) Physical Endurance Meets ANSI A250.4 Performance Test, 20 GAGE: Level B (500,000 Level: Cycles); 18 and 16 Gage: Level A (1,000,000 Cycles) 0 O Meco Door ASSAABLOY,the glohol leader LO CCA �1/1Y in door opening solutions. �A�i MCecoDoor TECH-DATA ASSA ABWY SERIES SQ, SR, AND SC STEEL FRAMES FOR 1-3/4" DOORS STANDARD WALL APPLICATION, HANDED 1/2"� � BACKBEND —�{ � 1/2" 1 SQ 2" FACE * BASIC PROFILES L 5/8 1-15/16" VARIES 1-15/16" DEPTH 1/2"-�{ � �{ � 1/2" 1/2"�{ � � � 1/2" F SC 2" FACE SR 2" FACE I J� DEPTH 1-15/18" VARIES 5/8" DEPTH * Depth, face, soffit, and backbend dimensions are variable (made to order) within limits of material and tooling. Hardware preparations are for 1-3/4" thick doors. Rabbet dimensions and hardware preparations to suit other door thicknesses are also available. Backbends need not be the same on opposite faces of basic profile, but limits of material and/or tooling may restrict certain combinations of backbends and other profile variations. Profiles are not limited to those shown ...many other designs and combinations are available. INSID KS' f KS KS KS OUTSIDE 'KS" - KEY RIn ASSA ABLOY,the global leader F2 in door opening solutions. TECH-DATA SERIES SQ, SR, AND SC STEEL FRAMES Hardware locations shown match Ceco satandard doors. Basic double rabbet profile shown ...profile variations similar. I 0 0 0, 0 1 n of n 1 1 7oL 9 I 1 -pp- - - - - 4 _ M N "I _ 2 N M M M UZ to 0 in to M M M M M CN ,rj Y Z N 9 NOMINAL DOOR VERTICAL SECTION ( OPENING WIDTH IG TYPICAL ELEVATION 2B 1A 112 J L 2C NOMII OPENING L DOOR 5A WIDTH ELEVATION EXAMPLES HORIZONTAL SECTION (Conversion: 1" = 25.4 mm, e.g., 1-3/4" = 44.45 mm) 3 PER JAMB FOR HEIGHTS UP TO 7-2 AND ONE FLOOR ANCHOR JAMB ANCHOR 4 PER JAMB FOR HEIGHTS FROM 7-3 THRU 9-0 AND ONE FLOOR ANCHOR QUANTITIES ONE ADDITIONAL JAMB ANCHOR FOR EACH ADDITIONAL TWO FEET IN HEIGHT OR FRACTION THEREOF ONE ADDITIONAL JAMB ANCHOR IN LIEU OF FLOOR ANCHOR FOR EO AND WS TYPE CONDITIONS WIRE MASONRY O EXISTING OPENING O ADJUSTABLE ANCHOR O ANCHOR ANCHOR FOR STUD WALLS h WMA EO ADJ/STUD SPECIAL DEPTH SETUP ANCHORS AND STANDARD ANCHOR BEND TAILPIECES TO GRIP SKID —iI-3/4' �I 2- Snap-in type a Snap-In type EO/S8: 4-1/2' thru 8-3/4' depth 3-3/4' thru B-3/4" depth o (For 2" thru 8-3/4" Depths) EO/S8: 6-7/8' thru 9-3/4" depth CCeco Door /-SF1 QLOY TECH-DATA SERIES SQ, SR, AND SC STEEL FRAMES KNOCKED DOWN (KD) WELDED CORNERS 1C WELDED CORNERS CORNERS FACE SEAM IS N MITERED AND WELDED WELDED. GROUND NORMALLY LIMITED CORNER -- HEAD SMOOTH, AND TO 3 PIECE AND JAMB FACES SPOT PRIMERED. FRAMES. MUST BE EQUAL CORNERS ARE DIECUT. HEAD AND 2 JAMBS ARE SHIPPED MITER SEAM IS KID FOR FIELD WELDED AND ASSEMBLY. BUTTED AND WELDED SEE BACK OF SHEET FACE IS GROUND CORNER -- HEAD AND FOR FACE LIMITATIONS. SMOOTH AND SPOT— JAMBS MAY HAVE UN— ALSO AVAILABLE SET— PRIMERED. EQUAL FACES. TYPICALLY, UP AND WELDED. JAMB RUNS THROUGH AND HEAD IS COPED. INTERSECTIONS ® SIDELITE SILL ® GLAZING PROVISIONS O INTERSECTIONS MAY *v JIAMB 3/6" BE 3 OR 4-WAY y"a l i SIDELITES AND BORROWED POCKET ((a-wnY SHOWN I ' LITES ARE PROVIDED y DOTTED) OPEN WITH 5/8' HIGH STEEL I I� OR CLOSED i GLAZING BEAD. FRAME PROFILES ' i f SILL FASTENERS ARE MAY BE USED. EI I #10 FHSMS. 1 � GLASS AND GLAZING + ARE BY GLAZING TYPICALLY, \\ CONTRACTOR. VERTICAL_ SECTIONS RUN THROUGH AND HORIZONTAL BARS FACE SEAM ISARE COPED. FACE STRAP WELDED, GROUS OVER SEAMS ARE WELDED, GROUND SMOOTH, SMOOTH, AND SPOT PRIMERED. 4' HIGH ONLY) PRIM AND SPOT PRIMERED. HINGE PREPARATION O PREPARATION LOCK STRIKE HINGEO PREPARATION 0 1T 1T 1 Fs UNIVERSAL (4-7/8') 4-1/2' x .134' or 5" x .146" or ANSI A115.1 k 2 4-1/2 x .180, M1 5" x 190" 4,1, TEMPLATE. ANS. A156.7 ANSI A156.716 GAGE STEEL TEMPLATE. ,{ TEMPLATE• REINFORCING WITH EX— 7 GAGE STEEL 7 GAGE STEEL TRUDED THREADS EQUAL 6 REINFORCMENT. +• ; REINFORCMENT. TO 14 GAGE, PLASTER GUARD IS PLASTER GUARD IS PREPARATIONS FOR 26 GAGE STEEL I 26 GAGE STEEL. OTHER MECHANICAL OR ' + ELECTRONIC LOCKS, BACKSET: 5/16" BACKSET: 5/16" EXIT, OR SECURTY DEVICES ARE ALSO �� AVAILABLE. ASK FOR DETAILS. METAL STUDZ"ANCHOR O FL SIDELITE FLOOR FLOOR ANCHOR SPECIAL SIZEO ANCHOR MSZ1 SA SLFA IN-FIELD: FASTEN ANCHOR TO SLIP-FTrR t MULLION OVER "/B" •\ ANCHOR Welded Welded Type vv C ONE PIECE C Ceco Door A',tiA AIILCIY,the gIola►Ivadc, ASSAABLOY in door opening solutions. TECH-DATA SERIES SQ, SR, AND SC STEEL FRAMES v PRODUCT SPECIFICATIONS: STANDARD SIZES Steel door frames shall be as manufactured by Ceco Door Products,Milan,TN NOMINAL DOOR OPENING or Mason City, IA, USA. They shall conform to the Steel Door Institute guide WIDTH HEIGHT specification, ANSI A250.8. See chart below for performance classifications. SINGLE DOUBLE Series SO,SR,and SC frames for 1-3/4"doors are formed from commercial 2'-0" 4'-0" quality cold rolled steel conforming to ASTM A1008..,or(optional)hot-dipped 2'-4" 4'—B" galvanized steel conforming to ASTM A924 and A653-see chart below. 2'-6" 5'-0" 6'-8" 2'—B" 5'-4" 7'-0" 3 piece door frames are shipped knocked down or welded. Transoms, 2,-10" 5,—B" 7'-2" sidelites and borrowed lites are welded unit type with all exposed welds 3—0 6—0" 7'-10" 3'-4" 6'—B" 8'-0" ground smooth.Oversize frames are shipped in multiple units for field splicing. 3'-6" 7'-0" 9'-0" Integral door stops are 5/8"high. Double rabbet(SQ), single rabbet(SR), or 3'—B" 7'-4" 1il cased opening (SC) profiles are sized to suit wall applications. Elevations 3'-10" 7'—B" conform with approved Ceco shop drawings.Jamb anchors are available for 4'-0" 8'-0" new masonry, wood stud, metal stud or existing opening wall conditions 5'-0" 10'-0" (indicate which). Floor anchors or extra jamb anchors are provided to anchor sill. FIRE DOOR FRAMES Hardware Provisions: Frames are handed.Hinge jambs are mortised for 4- 1/2"or 5"high, standard or heavy weight hinges(specify which).7 gage steel tnBEUNc AGENCIEs: reinforcements are welded in place and are drilled and tapped for fasteners in •UNOERWRnERS LABORATORY accordance with ANSI A156.7.The strike jamb is prepared for 4-7/8"universal •WARNOCK HERSEY strike in accordance with ANSI A 115.1 &2. Plaster guards are 26 gage steel. •FACTORY MUTUAL Preparations for various other mechanical and electronic locks and strikes are also available. Optional hardware reinforcement (e.g. closer/holder) is 14 TM: tx1oC, t>l1os, minimum steel welded in lace(designate hardware 3 door mutes are NFPA 2s2 gage P ( 9 ) provided per strike jamb and 2 for double swing heads. •RATING: 20 KIN, 3/4 HR, 1 HR, 1-1/2 HR. OR 3 HR Paint: Steel door frames are provided with one coat of oven-cured neutral •MAIL. SIZE: 40 x 100 SINGLE color rimer paint. Primer coat shall conform with ANSI A250.10 , The rimer eo >< 10o PAIR primer P p Not all ratings are ovollobls coat is a preparatory base for necessary finish painting."Colorstyle"finish coat In all sizes, etevotlons, and is also available on K.D.frames from a selection of standard colors(optional) Hourlyals ratings are not Colorstyle finish is electrostatically applied,oven-cured urethane enamel,and shown on label unless rating shall conform to ANSI A250.3. For accurate color selectors ask for a Ceco in loan than 3 hours. Colorstyle chart. MATERIAL DOOR FRAME MATERIAL LEVEL C.R. GALV A60 G90 16 Gage Steel Heavy or Extra Heavy Duty STD OPT OPT 14 Gage Steel Maximum Duty STD OPT OPT j PERFORMANCE Physical Endurance Meets ANSI A250.4 Performance Test, Level: Level A (1,000,000 Cycles) �BkfBA lim� INSIDE ltlB BdB 1 o KS KS KS KS OLITSID `g "quFFIx.A' - ACm,LEwF of Pans C Ceco Door ASSA AM 0Y,thcglolml Ivadvt in door opening solutions. ASSA ABWY DOOR LOUVRE TECHNICAL DATA FDLS t r3ot;�l Mm0su� INVERTED SPLIT NON VISION LOUVER DOOR PRODUCTS A MESTEK COMPANY NOT FIRE RATE[) P.O.BOX 4938•1220 WATSONCENTER ROAD CARSON,CA 90745-4206 (310)835-7500•FAX(310)835-0448 e-mail:sales@anemostat,com•website:www,anomostat.com DETAIL DRAWING 3/16" (51nm) (29mm) (5mm) / MIN. 3/8"(1Omm) FRAME el ORDER r I S)&E z el `T' CUTOUT N LU a- w / LLI N O Cf) w 0 o= 0 I (29mm) OUTSIDE INSIDE An0m051at manulaclwlnrd dimensions+I/d2 Actual dimensions are nominal and may vary based an onmpononl manuracturnre tolerances I—STANPRODUCT FEATURES I—OPTIONAL FEATURES 11A ATERIAL:18 GA.Cold Rolled Steel-Frame and Louver Blades. MATERIAL:#304 Stainless Steel,N4 Flnish(Satin),Galvanized(Coil, FINISH:Grey Primer,Beige or Bronze Baked Enamel. Hot Dipped or Zinc Plated),Mill Finish Aluminum(45052 Alloy). INSTALLATION:Fastens to door by means of 1180/4"sheet FINISH:Special Order Baked Enamel Colors(as per sample chip, metal or wood screws,directly into the door, supplied by customer). thru countersunk mounting hales. FASTENERS:Special Security Screw Fasteners,See Page 12,this section. DOOR THICKNESS:Will tit any door thickness 1 1/8 and over. SPECIALS:Fractional sizes(frame dimension is increased to AESTHETICS:Tight mitered corners,no visible welds, accomodate odd size). countersunk mounting holes make for a versatile, Mesh insect screens are loose,attached or framed. easy to use Louver. (Galvanized,Aluminum,Charcoal Aluminum,Stainless Steel,) USES:Anywhere air flaw is required thru a door. For detail drawings see pages 10&11,this section. FREE AIR FLOW:50%Free Area, FIRE RATINGS FDLS is not fire rated. NOTE;For Exterior use,High Humidity or Salt Air application, product must be Galvanized or Stainless Steel. Job Name&Location Submitted by (£3�00) OCTOCiER 1997 534A101A r LOUVERS PAGE DOOR HARDWARE c7pi'.4 TownSteelo CDC/CD Series Archltechrral Hardware MFG ".I/BHMA GRADE I CYLINDRICAL LOCKSET Quest(Q) Sentinel(S) �. . www.townstool.com CDCICD Series www.townsteal.com Performance Features: Exceeds ANSI A156.2 Series 4000 Grade 1 locked lever torque and cycle requirement. Free-wheeling levers to resist force when locked. Independent torsion springs for effective lever support. Thal-bolted mechanism for positive interlock to door. Concealed mounting screws. Stainless steel powder metallurgy latch bolt. Specifications: ♦ Applications: Institutional,government/military, retail and multi-family ♦ Handing: Non-Handed. ♦ Door Thickness: 1-3/8"-2"(35mm-51mm). ♦ Backset: 2-3/4"(70mm)standard,2-3/8"3-3/4"and 5'(60mm, 95mm, 127mm)optional. • Faceplate: Forged brass or Stainless Steel, 1-1/8"X 2-1/4"(29mm X 57mm)square corner, beveled. • Lock Chassis: Zinc plated for corrosion resistance. • Latch Bolt: Stainless Steel, %2"(12.7mm)throw,deadlocking on keyed functions.Anti-friction fire door latch with 3/4"(19mm)throw available upon request • Exposed trim: Wrought brass or stainless steel rose. Pressure case zinc lever • Strike: ASA curved lip Strike 1-1/4"x4-7/8"x1-5/16"lip to center(31.4mm x 123.5mm x 33.3mm).T-Strike available. ♦ Cylinder: 6pin solid brass cylinder with 2 brass keys per lock. Schlage"C"keyway, • SFIC: Small Format Interchangeable Core Cylinder, 6 or 7 pin, Best keyway. ♦ Keying Options: Master keying, grand master keying and construction. • Free-Wheeling Mechanism: standard, non-clutch available. ♦ Finishes: US26D,US10B stock finishes, other upon request. • Functions: ANSI F-75,76,84,86,87,109 stock functions,other upon request. ♦ Lever Style: Sentinel,Quest, Gala. ♦ Door Preparation: Standard 161 door prep with 2-3/4"(70mm)center to center thru-bolt. 4 Warranty: 10 years limited for mechanical, 5 years for finishes Code Compliance: • ANSI/BHMA Meets or exceeds all requirements of ANSI Al56.2 Series 4000 Grade 1. 0 California State Reference Code (CSFH) Sentinel and Quest lever return to within '/2"of door face. 0 UL/cUL All locks listed for A label single doors, 4'x8'. • Buy American Act(BAA) Compliant All locks meet requirements of the Buy American Act. • Americans with Disability Act(ADA) Compliant All locks meet requirements of the Americans with Disability Act. CDCICD Series www.townsteel.com Lock Profile s INSIDE LEVER 1 43 MOUNTING SCREW LEVER CATCH TOOL / INSIDE MOUNTING PLATE 4 INSIDE ROSE a LOCK BODY ASSEMBLY o INSIDE ROSE LINER i a OUTSIDE MOUNTING PLATE *TURN BUTTON o a OUTSIDE ROSE O e LATCH •SCREW POST a a OUTSIDE LEVER Lever Trim Profile 125.Omm 124.5mo r Sentinel(S) ^ _ Quest(Q) ^ 124.5= 1 000 I Gala(G) ^ �� ASA Strike CDCICD Series www.townsteel.com How . order OR Series Function Lever Finish Backset Keying CDC-Regular trim,Clutch F75,F76 Sentinel(S) Blank-2-3/4" Blank-KD CDCI-SFIC less core Irim,Clutch US26D 2-3/8" KA-Keyed alike CD-Regular Trim,Non-Clutch F84,F86 Quest(Q) US10B 3-3/4" MK-Master Keyed CDI-SFIC less core trim,Non-Clutch F87,F109 Gala(G) 5^ 1 GMK-Grand Master Keyed Example; CDC - 44. - S - US26D Series: regular trim,Clutch I Function:Classroom Function Lever: Sentinel Lever Finish: Satin Chrome Finish Backset: 2-3/4"backset Keying: Keyed Different Lock Functions Function No. Outside Inside ANSI No. Type Function Description CDC-76 F75 PASSAGE/ Latchbolt operated by lever from either side at l; CLOSET SET all times. Latchbolt operated by lever from either side. CD•76 C -70 �`L f u ',tll F76 PRIVACY Outside lever is locked by push button inside and —!` ) LOCK unlocked by emergency release outside,rotating Inside lever or closing door. fr 't�l Deadlocking latchbolt operated by lever from either COC-84 +w�� F84 CLASSROOM side except when both levers are locked from CID-84 LOCK outside by key. When outside lever is locked, latchbolt is operated by key in outside lever or by rotating inside lever CDC-86 F86 STOREROOM Deadlocking latchbolt operated by key in outside LOCK lever or rotating inside lever. Outside lever is always fixed. Cb$7 (20 ldt+ F87 ASYLUM Deadlocking latchbolt operated by key In lever from LOCK either side. Both levers always fixed. Dead locking latchbolt operated by lever from either side except when outside lever is locked by the push or turn button on inisde.Key outside or operating inside lever CL1C•109 � Entry/Office releases push or turn button unlocking outside lever CD�109 l`� i F 108 LOCK except when push or turn button has been rotated to keep outside lever locked.Inside push or turn button must be mannully operated to unlock outside lever. Inside lever always operates latch bolt, 4500�6116s Parts Exploded View CYLINDER KEY-�� � _ CAM COLLAR CAM �j/�1--' WAVE - SCREWS WASHER ROSE CAM � SECURITY STRIKE COVER ® HOUSING (WOODJAMB) ` _ R09E21l2'DIA. 3!d'SCREWS p� i � / STRIKE S'$CNEYI\ � ����� tlJ{ ` • � ��� WAVE gERIFOA Etr 11\ ry\ ., AL"J,�( ���� � WASHER / COLLAR ` ``` `,�` ox SCREWS �� �♦ �\ 0 BOLT `% ASSEMBLY HOUSING �� - \ SCREWS j! f � FRONT CYLINDER i TAILPIECEALLEN WRENCH QD '� o / KEY � STRIKE THUMBTUAN l'J (STEELJAMB) A99EMBLY OSE BOX STRIKE // SCREWS Deadbolt Parts Lead Time 3 days Producl T Bugg, Product � No. List_ 9. _ DescrlRI(Qn STRIKES(WI H SCREWS) 4500.99 4015 set screw 4500-xx-5011 for wood Jamb,w/reinforcer(heavy duly) 7.20 4500.80.1017 3 screw for heavy duty strike 4500.xx-5013 for steel iamb,w/dust box(regular duty) 4.85 4500•xx•1036 X screw for regular strike/front 4500.83.2000 dust box only 1.40 Collars&Rosos Housing for oils 4500-xx-5017 standard rose for 4500 4500-84-50031 for 2N and 2Y.backsels 14.00 4000-xx-1004 collar& 4900.84.5005 fort backset 14.00 4500-81.4020 wave washer 4500•XX-502 Spacer for 10 Housing or and 1 %"or 1 cylinder Thumblurn I Rose Assembly 4500-xx-5016 thumblurn assembly for both 4500&4900 16,10 Miscellaneous 4500.82.2007 thumbturn tailpiece only .55 4600.80.4016 %4 Allen wrench 4500.82.2008 long thumblurn tailpiece only 1 %4"long 1110 863R cylinder cam for LORI deadbolls 4500.80.2013 security cover for cam Screws 4500.82-1012 steel stflke reinforcer less screws 4200.98.4011 cam screw .40 4500-xx-5050 29 thick door M for 4510., 4500.82,4014 housing screw%x 1 .40 Use with 1%cylinder outside 4500-xx-4018 thumbturn assembly/rose screws .40 4500-XX.4021 Lono Rose Screws .40 4D Pricing is for standard keyways and keying,See page 6&7 for additional pricing details that may apply, January 13,2014 Brass Cylinders 6 Mort selCylinder Deadbolts Lead Time 4 weeks za Component Pricing .0 Order Ilco 4500 Series Deadbolts by compononls in four easy slaps Reduce Inventory while increasing turns,fill rates and profitability.Order each component separalely.The order should contain the same amount of components from each group to qusllfy for our special pricing,Order deadbolts by; 1. Function;single or double cylinder. 2. Bolt;drivB•In or standard,2,2% t or 2 3t backsel. ` >� 3. Front;i or 1%. t c 4. Cylinder.f?emcmber to order 2 cylinders for the 4520 Series double cylinder deadbolt.The 7 4510 afready has an inside thumbturn furnished.Also remember to order the correct finish and length depending upon the door thickness.See application guide on pg.3. ',l, Step 1: Deadbolt Function DESCRIPTION ITEM NUMBER 4510•xx•1.00.900 substllute 2 ckol antsh code for xx Single cylinder deadbol I Must _ _ - (less cylinder boll&front) 0_5-tIS9 10 u;,lo _ 26D=U$260 o3P=US3R0 10B:usloe 26=U526 320-US320 - 4520-xx-1.00.900 substitute 2 dgif finish code rorxx Double cylinder deadbolt ff04-U$4(less cylinder bolt&lronq tO.UStO 26ozuS26D 26 11526 — , Step 2: Bolts (Less Front/Face Plate) Available in 26D and 03 finish only DESCRIPTION ITEM NUMBER Driva-In 2 X backset 4540•xx•5014 Bolt 2#backsel - — ` Standard 2 9 backsel 4500•m-5000 Boll 29backse1 4510•xx•5001 Speclal 2badwkta1&h0usin9 4900•xx•5006 - 2 backsel,boll only 4900•xx-5004 - — - - 2 backsel horsing ony 14900-04-SOOS - Step 3: Front/Face Plate DESCRIPTION ITEM NUMBER _ I inch for 2&2 X bolls 4500•xx•5012 19 Inch for 2$boll s — -- - 4510•xx•5012 Mortise Dummy £S Cam Code not requked when ordering. Stook list 715172-26D 71011(1.03 I Stock list 7161TKt-03 710ITKI.20D 116172-03 7161TK2-26D 715ODC-26D 716ODC-26D 7161TK2.26D 7181TKI.46 7160013-03 7160DC-46 716)TK2.46 7201TK1.26D A Rrace ripllnrlare January 13,2014 STRIKE BOLT (DOUBLE DOOR ONLY) eM=- Barrel Bolts HEAVY 11, Heavy construction provides enhanced secu- BARREL BOLTS rity for doors and gates ► Extended bolt throw for maximum strike en- gagement ► Reversible—strike engages at either and of �1 + balt ► Complete with surface strike-mounts easily '1 1084 BULK Steel—Bright zinc Case plated(US2C)or suggested led black finish(US 1 D), seer ask can strike Fla New Prat Ned Piece, Plesae can without strews Catalog u32C/90P USIe/WP Length nianalar Length-Whith Length-Width Woodserewa/iNeadsvw./ Per Per Weight Ilutthas Notnkw rhtethor (inch") tlnth") (hteh"1 Ilash"1 ParPhw Par Plan ban Caw (8t►) 1084 227110 226650 4 1 3 x 1 S/m eht x 1 th 4-8 x 1 2-8 x 11,1 10 100 37 1084 227210 226650 6 1313t 4�rhtx 1 sh 1132x 1 mh 6—fix 1 2-8x 1 1h 5 50 27 1084 122 7270 226900 _ 8 the 8 x 1 t/4 m/e x 1 trhm 6-8 x I 2-8 x 1 th _5 25 28 CD 1084 CARDED Steel—Bright zinc c— strrh. (US2C)or satin brass uft Fla Ned Fla Nand I Ph rem Peeks Packs came (US4)plated,with Cadeg us UMP 0se/mP Length woad So.an/ wed screen/ Par Par Per weight screws Number leant4r N01nher (Inch") Per"an Par Fine Pock Loa caw _ 1_Na•) C01064 763760 763770 4 4-ex1 2-8x1112 1 5 50 23 01084 76 3805 76 3790 6 6—BxI 2-8xl1h 1 5 50 30 CD1084BB CARDED -- Steel—Weathergard" Ivainzed finisheen strike � Bobsft Pla the Fla Need PlsCem Peeke ►ache Case (ST2H),brass bolt, Catalog ST2N/SeP Length wed screws/ weed Serowe/ Per Par Per Weight with galvanized screws W—be' Number— [Inch") Pat Man per Piece Peck gas ock Uht.l C01084M 763800 6 6-8x1 2-8x1-h 1 S SO 30 HEAVY DUTY Surface PADLOCKABLE �! Padlockable to veate an effective barrier T M'IJatWia-lake against unauthorized entry'in either vertical or SPRING BOLTS = horizontal applications `>•, ► Strong stainless steel spring holds bolt in latched =— position Universal Strike ► UL listed Residential Security Device meeting Grade I Impact Rating requirements ► Case and surface strike can be thru-bolted with 1/40 carriage bolts(not provided)to enhance se- curity Mortima Strike ► Bulk 1088 supplied with surface,universal and iY, $ mortise strikes—carded 1088 with surface and universal strikes 1088 BM Steel—Bright zinc Marrow Accept. pksted(US2C),with Case strike sAeekh bell bah slo soft case Pan Ned ,Mo" strike Na Now oi.nn.eere tN«..►leer can screws tetlahg USX/m► LengN 0_-hM-Wlhh Threw L4"q -WWkweedsrrewm L"th.Wlfth wedscraves/ Vp Te Par Pot werghl Ntatth.. (In.h.e) Ikneksal 11es►«1 (lneh") Par Place IkKba) Pat Ph" Uncheal boa ease Ilhal �1088 31893 61h thx34 11/4 61hx2t/a 6-14x1th 21htxlth I 2-9xl t/s 5 25 39 CD1088 Steel—Bright zinc serf... aeleassel plated(US2C),with Caw I 146. sore. U Ma so! Stew Bob Prw head strike Pen Nod stoke PMt head Phan Paske Palo screws eseNN us2c/soP L.ngtlt w..dswwr tenglkxwldth wedswwu LettgMxWhNh wsedSerewa/ Pe. Per Pet t Caso Neeaw Ikettker (inches) Per Phase (kteh.al MrPleco (inch..) Mlthw cask goo I Cats (w) CD1083 763806 61/A 6-14x1-h 2>/lexrh 2-14xlth 21rhtxlth 2-9x24• 1 S 1 25 39 Toll Free Phone 1-800-622-4M or Fax 1-800- 43-5723 236 HINGE FULL MORTISE TEMPLATE HINGES U. L. LISTED SPRING HINGE—STANDARD WEIGHT 4'/z"X4"Template 4'/z"X4'/z" SPs1 �aN 0 O Steel Polished and Plated r Bond .rize aced for 0 Painting � r U Spring hinge door closer Model K8107 0 U passed a 100,000 cycle UL test in accordance with Underwriters U (� O Laboratories UL288 for door closers,with U or without integral smoke detectors. All hinges are ANSI template. GENERAL PRODUCT INFORMATION: PBB,Inc. Template hinges OTHER SPECIFICATIONS: are manufactured to close tolerances and meet all specifications Height of hinge: and requirements set by the American National Standards Institute 4.50 + .000 for 4-!/2 x 4 (ANSI). - .015 4.50+ .000 for 4-'/z x 4 '/z HINGE SWAGING:A standard swaging of our standard weight full - .015 mortise hinge when closed to parallel position provides a 1/16" clearance between leaves. Width: 4.00± .015 for 4-'/x4 MATERIAL GAUGE: 4.50 t.015 for 4-'/z x 4-%z F .134 t.005 for 4-'/2 x 4 .134 t.005 for 4-'/x 4'/z4-- REGODnMENDEO MAXOR � SPRING BUTT SERIES SIZE WEIGH BS.I EiE 4/Z'Standard Screw Size FOR USE ON 1 3/4"DOOR FHMS-12 x 24 x a�i� �0 1 z '/z FHWS-12 x 1'/4 x a" ��� SP81 100 �a 4 1/i' �q 150 EIF-11 Maximum Door Size For labeled doors Tx T the maximum door size is based on the limits set forth by NFPA Standard#80. Labeled doors require Ball Bearing hinges. For non-labeled doors 4'0"wide 4"x 4" Spring hinges are not recommended. For i non-labeled doors over 7'6"in height, use an additional hinge for each additional 30"of height or fraction thereof. NOTES: 1. For complete warranty protection use all spring hinges or a combination of spring hinges and ball bearing hinges. Do not use plain bearing hinges as this voids all factory warranties. 2. Use of gasket for smoke or sound protection,wind condition or unbalanced HINGE air pressure may prevent door from latching.Additional closing power would be required.See installation instruction sheet. PACKAGING INFORMATION: One hinge per plastic bag,3 hinges and 1 screw pack per unit carton. 16 unit cartons or 48 hinges per master shipping carton. 1 screw pack includes all machine screws(24),and'/Z wood screws(12).A T MS&AWS also available i 1 1 DOOR HOLDER OPTIONAL r'1 90 SERIES SURFACE OVERHEAD DOOR HOLDERS / STOPS Heavy Duty • All New Design • Hold Open, Stop Only, Friction Functions • Selective, Adjustable Hold Open Mechanism • Interchangeable Functions • Brass/Bronze, Steel and Stainless Steel Substrates • Improved Compatibility with Door Closers • Exceeds All Criteria for BH MA Grade 1 Holders / Stops • Improved Jamb Bracket Design • Widest Range of Finishes • Simplified Standardized Sizing GLYNN JOHNSON FAX: In Canada: P.O.Box 6135 1-800-525-0337(Customer Service) Ingersol*Rand Door Hardware Indianapolis,IN 46206 317-899-9432(General Office) Port Credit P.O.Box 100 t-BW-525.0336(Customer Service) Mississauga.Ontano L5G 4L5 317-899-9440(General Office) C� TEL:V5-g 7&6 t 28•FAX:905-278-141 3 01997 Printed n U S.A. DOOR HOLDER (OPTIONAL) 90 Series r • US32 and 32D finishes on stainless steel material—Increased dura- bility and corrosion resistance! • Single or double acting doors • Interior/exterior applications • Reversible, non-handed Glynn-Johnson 90 series surface mounted holders and 90S series stop-only units feature the same rugged shock stops provide the most versatile and attractive variety of absorbing mechanism used on the hold-open model, but functions, materials and finishes to fit heavy duty applica- the hold-open mechanism is removed. tions. Models are available in 300 series stainless steel, 90F series friction hold-open models provide a heavy duty brass/bronze, and steel materials. The broadest range of multi-point hold open mechanism, permitting the door to finishes in the industry are furnished to complement be held open at various degrees. The tension on the fric- design requirements. tion mechanism is adjustable to suit field requirements.. Three basic models are avallable, each offered In five sizes All models are available in brass/bronze, 300 series stain- to accommodate virtually all openings. The models avail- less steel, and steel substrates. US3, 4, 10, 10B finishes able include: are furnished on a brass/bronze substrate. All new 300 •90H Series-Hold-Open Model series stainless steel is furnished in US32 and 32D •90F Series-Friction Hold-Open Model finishes, offering the highest resistance to corrosion. Steel •90S Series-Stop-Only Model units are available in S1 (sprayed bronze), S2 (sprayed brass), S3 (sprayed aluminum), S4(sprayed black)and S5 All models incorporate a heavy duty channel and slide arm (sprayed 10B), and also 652 plated finish. Steel units design and offset jamb brackets for improved compati- feature a corrosion resistant pretreatment prior to painting. bility with door closers. Unique design allows for simple Brass, bronze and stainless material are highly recom- field changing of functions to compensate for changes in mended for applications that are exposed to exterior or user requirements. If, for example, a hold-open model is otherwise corrosive elements, while all four base materials furnished and it is determined at a later date that a stop- are suitable for normal interior use. only model would better suit the application, a simple field All 90 series models are designed for heavy duty applica- change can be made to convert the hold-open unit to a tions and will provide long lasting protection for doors, stop-only function, or to friction if so required. Kits are frames and hardware. Refer to pages C19/C20 for addi- available for simple conversion in the field. tional application information and to sizing chart for 90H series hold-open units feature a selective hold-open specific_model selection. mechanism which is easily controlled by a serrated knob Other options available: on the underside of the channel. Flipped one way the control knob engages the hold-open mechanism,allowing Suffix J - Angle Jamb Bracket - Used to convert the door to be held open at a predetermined position standard unit to hinge side or flush transom from 850 to 1100. Flipped the opposite way, the unit acts mounting(ordered as 80/90J and affixed to standard as a stop and shock absorber. The tension on the hold- jamb bracket). open mechanism is adjustable to satisfy individual require- Suffix SE - Stop only model is furnished less shock ments due to air currents or exterior conditions. absorber (for use with single-point hold-open elec- tronic closers). Example: ORDERING INFORMATION 902H-US32D 1st 2 digits Rnish(also designates the base material) identify series\ / US3,4,10, 10B-Brass/Bronze US32,US32D-300 Series Stainless Steel 90 2 H - US32D 652,S1 -S5 Sprayed finishes-Steel 3rd digit designates size/ �� Suffix identifying function (i.e. 2,3,4,5,6) Fi-Hold open S-Stop only F-Friction C18 DOOR HOLDER OPTIONAL GLYNN -JOHNSON A C , 90 Series Butt Hinge Mounting-Plan View $ - - --�OOOR REINFORCEME T - - - - - - - O i i - V:fADI HOLLOW METAL SURFACE MOUNTEDREwFORCEMENT JAMB BRACKET FRAME0......jRFJNFORCEMENT v� :k Lit e �13/�e"1'/eIty The template information on this page is +t0 for reference only and is not intended to�_ serve as an installation template. For CHANNEL ........... complete dimensional information, refer DOOR to the Glynn-Johnson template book. n- CROSS SECTION IN CLOSED POSITION 3S 310 r i�/a"1 nJ,e14. iel - i �s �.- . ♦ ---..-I %. - /1_ Ig. v it 'n- --- ----0 or ANGLE JAMB BRACKET As :a- xea: ; a/e" +—A = I•—A Imo--A O r art CENTER HUNG OFFSET PIVOT SWING CLEAR 'm r,/"" — HINGE HINGE HINGE ird STANDARD JAMB BRACKET ck 90 SERIES SIZING CHART :c- BUTTS/OFFSET PIVOTS CENTER HUNG DOOR STOP HOLD DOOR STOP HOLD SIZE OPENING ONLY OPEN FRICTION OPENING ONLY OPEN FRICTON 1 ----- - - -- -- ---- ---- ---- 2 23%ro'-27' 902S 902H 902F 27'/,a'-33' 902S 902H2 3 27%6' -33" 903S 903H 903F 33%a'-39" 903S 903H 903F 4 33'/ta"-39' 9045 9W 39%a*-4 ' 904S 904H 904 5 39''Aa" -45' 45%e'-51" 9055 905H 905F 6 45%a" -54" 906S H 906F 51%a'-59' 906 906H 906F Note: This chart illustrates the most common types of hinging and door opening sizes. For unusual door details,contact Glynn-Johnson for availabiYly. C-19 DOOR HOLDER OPTIONAL APPLICATION INFORMATION 00 series holders and stops provide the most rugged For situations where a wall or similar obstruction (i.e. surface mounted heavy duty door control, The channel is doors that open back-to-back) is in place at 1100 or less surface mounted to the door, most often with sex bofts, opening angle, dead stop templating should be used. and the jamb bracket is surface mounted to the jamb, Dead stop templating can be used on hold open, friction with a minimum of door and frame preparation. The and stop only models. The dead stop position is where attractive design is fumished in a wide variety of finishes to the shock absorbing spring is fully compressed. Therefore complement overall building needs. when dead stop templating is used, the initial degree of These units may be used in conjunction with many opening will be 5 to 7 degrees less than the dead stop surface applied door closers. In some cases, door closers opening. As an example, if the holder is templated for may need to be mounted with optional drop brackets 1000 dead stop then the door will open somewhere which are available from closer manufacturers. Glynn- between 930 to 95'and not go any further than 1000, Johnson also provides an angle jamb bracket (suffix J) Environmental conditions should always be considered which allows the holder or stop to be mounted on the when specifying overhead holders and stops. Doors that hinge or pull side of the door. This angle jamb bracket open to the exterior of a building or are subject to corro- may also be used for flush transom mounting. Templates sive conditions should be equipped with a holder provided allow for variable mounting positions, ranging constructed primarily of stainless steel, brass or bronze from 85' - 1100 hold operlistop angle. 80 series holders materials to insure a long operating life free of rust and are designed for installation in virtually all types of doors corrosion. For Interior conditions, steel matenal may be and frames and may be used on doors mounted on acceptable although brass and bronze substrates will, in conventional butt type hinges, offset pivots, continuous general, provide a more attractive architectural grade hinges, as well as swing clear hinges and numerous other finish. specialty type hinges. Refer to templates for standard type Glynn-Johnson provides the most complete line of over- mounting arrangements. Refer any special applications to head holders and stops, providing solutions for the most your local representative or to the factory `or additional complex door control problems. Refer to Glynn-Johnson information. literature for complete information on our various models. 00 series holders are designed for heavy duty applica- tions. They are ideal for use on high-frequency openings or large wide doors and will provide long lasting protection to the door, frame, hinges, related hardware and surrounding walls or obstructions. The hold open function SCREW DETAILS: should be used where it is desired to hold a door open at Jamb: 4-#14 x 1 r/�flat head wood screws a predetermined position for short or long periods of time, 4-'/:-20 x 3/e flat head machine screws permitting an unobstructed trattic flow through the Door. 2-"he-18 X 11/:'pan head machine screws opening. 2-s/is,-18 x 1 Vie sex bops When the hold open function is not a requirement, the stop only function (suffix S) provides the same effective door control minus the hold open feature. Friction hold open models (suffix F) provide an alternative holding method which is ideal for patient room doors, wardrobe or Closet doors, or similar applications where multiple hold BHMA/ANSI,'•FED.SPEC.CROSS REFERENCE open positions are desired. G-J Model SHMA- ANSI FED.Spec. When stop only models are used in conjunction with 902.906 H t;02011 156.8 1161 single point hold open electronic door closers, the stop 902 sob s w'0 1 156.5 i161A only function may be ordered less the shock absorbing sue-sub F. co2531 15b.6 mechanism (suffix SE, i.e. 902SE). Used as an auxiliary stop with these closers, they will prolong the life of the Frst numeral(0)designates optional material. closer as well as related hardware. Caution should be rospeclfy: Brags bronze materiel,change 0 to 1(i.e.C12511) used when using this option in other applications as the 300 series stainless steel material,change 0 to 5J.e.C52511) elimination of the shock absorbing spring can put added steel material.change o to a(i.e.C82511) stress On door and frame If used improperly. '-eased on ANSI 150.8 standard for door controls-overhead holders and stops-190. GLYNN JOHNSON FAX: In Canada: P.O.Box 6135 1-800-525-0337(Customer Service) Ingersoll-Rand Door Hardware Indianapolis,IN 46206 317-899-9432(General Office) Pori Credit P.O,Box 100 MississatQ a.Ontario L5G 41-5 1 600.525-0336(Customer Service) TEL:905.278-6126•FAX:905-278-1413 317 899-9440(General Oflice) C20 01997 Printed in U.S.A. p+1`'S 1'.yhrli•.^ t� + rl� + +,1� fjii a �t t ,tn e�,•.i4t i%rliir i+t7%p ���, a} y s „� 1• 'r ��'f , r � :,s-: i r ; s„t, s kr s :>•r F>. I zy, 1 `,! of �r, ASSAABLOY � f {1 Full Surface Reinforcing Pivots Ap plications A practical way to ensure longer door life Schools This full-surface reinforcing pivot adds year's Df life to openings Where the. Healthcare: hinges or(tinge reinforcernents have lailed.An econornical Way to solve dour 1 Public Buildings sag problems,reinforring pivols lake the Inad off the top hinge rind transfer,it Lu scrc.,ws that will not pull out. (RIGHT HAND SHOWN) Technical Specifications: �-FAMIE PIVOT I -. Hinge•fype: I till Surface IZeinfol ring Pivots for Flush Doors Material: - -- Hea ' 187 Cold-Rolled Steel RIGHT HAND '— W Duty'!� �' PIVOT RUSHING ' Finishes: ® ® ttfT NAND �NVOT RUSHING Zinc Plated(M.G) PIVOT BOLT k LOCK WASHER - Mounting Hardware: ooOR PIVOT B ea -20 x %I"Phillips flat head machine screws. B ea.N14 x IA"Phillips nat head Sheet metal screws 131921 61923 2 ea.r:-20 x 1:9"Sleeve bolts SideVevr Side View Capacity: 4-110 Ire Suppol is Weights up to 300 lbs. r n• Hole Pattern, lllllh'� I II I[illfi�,J symmetfically 1 f 1/0 MIN.CLEAR. t10 MIN.CLEAR Handing: �-- Non-handed �® n 1721 'The W9:1 pivot is designed vmh 3 SS'orftcl to match We pivot lxmat of a•}"vAde b1Al}wipe. l}1723 Its:W1923 pvot is desigr ed wth 3 d1 olftw f lu mattl i '► i 4-112 :4—314 the 4{vol 'nl of i 4:i"+Acle bolt tinge. s I � S Matches 4"hinge barrel centerline Matches 4/t hinge barrel c¢nterilna MEMPHIS,TN USA VENTURA,CA USA VANCOUVER,BC CANADA TORONTO,ON CANADA Markar Architectural Products P.C.Box 10966 P.O.Box 3780 103.2400 Mc Lehman Road 160 FourValley Or informafion@i markar•com Memphis,TN 36181 Ventura,CA 93006 Abbotsford,KV2T 6W3 Vaughan,ON L4K 4T9 \Ymvmarkareom phone:000 021-3010 phone 900 283 990B phone:827 535-70B0 phone:077 535.7008 tax;800243-36S6 fax:0002a3.4050 fax:077535.7444 fax:06624b901% Z'e,pO;61]rmin Co�pk-/N MMAMW4,p—pmrA]ItIA't lntd R�vu l•na.n.�•r11✓n pn M'i•:N r11•peu nnC.en F.m.na.o'Plnwo I•W h.l✓ry Cprpn/uprta PIIS 11011•Iltlll WALL STOP Convex Wall Stops Convex Wall Stop with Concealed Mounting McMs ANSI A156.16 For F02101 230W 2YA s" ts7 mmi DirssNer I s/u" (SOON)110re18111e1 Materiel: Cast Brass.Bronze with rubber bumper. Flnlshes: US3,US4,US10,US10B,US26.andCCS26D stock. Other finishes on spacial order,priced on application. Options: May be ordered with machine screws and Tampin shield. #10 x 11 4 screws, shw4d.Toggler" 10 each 1tX1 each 231 W f 010 x 1 1/4 screws,10/24 x 2 V2 MS,and toggle nut 10 each 100 each l�— Convex Wall Stop with Concealed Mounting Me I ANSI A 13&16 for W2101 232W 21/2" t".1 Diummter 1311e" tee.=I M#N1iN Material: Wrought Brass,Brace,and Stainkm Stool with rubber bumper. Finishes: US3,US4,US10.US IOB,US26,US26U,and US32V In stock r Other finishes on special order.priced on application. Options: May be ordered with=01ne screws and Tampin shieki. - 010 x 1 A screws,shield.Togglw* 10 each I 100 each OL232W Nro as 232W excepts OUSMANY 010 x 1 screws.shield,Toggier� W teach 233W - - ---- - S. as 232W exesph N 10 x 1 r/4 screws,10/24 x 21b MS,and toggle nut 10 each 100 each Convex Wall Stop with Concealed Mounting 25OW 1" 129...1 Dlraseter cis" to.1 M1e4i1er. tt#a lel: Wrought Brass 111MIshes: US3,US118,US26,and US26D only. l� MEN x screws,EShield =1 020s. 200 each : . . • .• r1-37,3-772-0744 "THE FIRST FAMILY OF SUPERIOR HARDWARE" rr-1 THRESHOLD All Thresholds finishDesignations,rvwx,rsr ■ Unless exact not cut is specilied, thresholds less than 48' are supplied 1/2' over length, and m n S aluminum thresholds 48'and over are supplied 1'over length to allow for fitting, mill finish extruded bronze(brass) BDG mi mi 13 Unless otherwise specified, all thresholds are pre-drilled on the center line $ supplied B p g with fasteners, brightdl old anodized aluminum 0 Extruded bronze(brass)thresholds are supplied with solid brass screws. D dark bronze anodized aluminum ■ For corrosive environments,stainless steel screws are available at an extra cost. G gold anodized aluminum All thresholds are mrosl,ods labatad with a smoke symbol are SS mill finish stainless steel U� available with PemKoleTM approvodfort,&*w1hsmokolnbeladdoorbottoms a Please refer to the Ilstings beneath each prod- skid resistant surface. and smt*n lalrrled jamb howhe,slnp as pert ofSpecifyPemKot'IM' Ow Sulawslm_.s90cas Drforstockedfinishes,andconsultfactoryfor d Ilahi>� 10 non•glgck Ilnl h . Saddle Thresholds Elevators d 7o make an offset,use elevators. ,/•% �, �•:� �/^ � •�y� f nu 2% ;ill 173A 1730 1730 1730 �'—1 '.—'�� —)—"fT ("�i_47 'T easm ' 0®® 283D 263E 262D 2820 1800 1698 183A 103D Ilemaie 13 1. r 263D 2630 2B2D 2B2G i66BD0 166D 183BDG 1B3D 1800 1830 151A 161E 161D 1510 _1 s• 270A 270B 270D 2700 11665A 116860 16650 271A 271E 271D 27101 166A 106D 1060 B. 4 r 272A 2720 2720 2720 L 1 q• J 7' 198A 198E 1980 1980 276A 276E 2760 270G 5 2740A 274X46 2740D 27480 9 0®`- � fT 156A 156D 156G-t 10'— ®®T 2550A 255X50 2550D 25500 169A 1690 1690 iz 1 2549A 254X5B 2549D 25490 NEW ECONOMY SADDLE! 1700A 1700D � r L ® iz J 2540A 254X40 254011) 25400 0�� + ��—� NEW ECONOMY SADDLES 1710A 117111011) 7' r 1 sow ®®e r 4' 1 176A 176B 176D 1760 1758E 6* Mpg 172A 1728 172D 1720 175A 175B 175D 175G ® l 8O a 'ly" ��z i 5' Ems ®® '- 5' - -— 4 J. 171A 1710 1710DO 171D 1710 154SS 4' �1 ®®® ®®® 5• 1. 170A 1700 1700DO 1700 170G 1S4A 154D 1540 4 PEMKO MFG.CO. VENTURA,CA(800)283.9006 MEMPNIS,TN IB00)824.3018 THRESHOLD Page 1 of 2 70A SPEC 270 Rev May 1995 SPECIFIER NOTE: THE FOLLOWING DATA IS INTENDED TO ASSIST IN SPECIFYING PEMKO PRODUCTS. INCORPORATE IN A PROJECT SPECIFICATION WHERE APPROPRIATE. CAREFULLY REVIEW TO ENSURE COORDINATION WITH ALL CONTRACT DOCUMENTS. 1. PRODUCT: Saddle Threshold, Fluted (1/4" X 4") , Pemko #270A 2. MANUFACTURER: PEMKO * Ventura PEMKO * Memphis 4226 Transport Street 5535 Distribution Drive Ventura, CA 93003 Memphis, TN 38141 Phone: (800) 283-9988 Phone (800) 824-3018 Fax: (800) 283-4050 Fax: (800) 243-3656 3 . MATERIAL & FINISH: SPECIFIER NOTE: PRODUCT SELECTED IS AVAILABLE IN MATERIALS & FINISHES SPECIFIED BELOW. WHERE MORE THAN ONE MATERIAL IS LISTED FOR A PRODUCT, SELECT PARAGRAPH FOR MATERIAL YOU WANT. EDIT BRACKETED TEXT TO SPECIFY FINISH. DELETE TEXT NOT DESIRED. MATERIALS & FINISHES NOT LISTED MAY BE AVAILABLE BY SPECIAL ORDER. . Aluminum, Extruded * Alloy Type 6063-T5 * Cbamir.ai- and physical properties per the Aluminum Association, Inc. * Federal Specification QQ-A-200/9C * [270A Mill finish, 270D Dark bronze anodized, 270E Gold anodized] . Architectural bronze (brass) , Extruded * CDA alloy 38500 (56.5% Copper, 2.75% Lead, 40.7% Zinc, 0.05% alum. ) * [270B Mill finish, Oxidized & oil rubbed, Polished, Satin brush] 4. TEST & CODE COMPLIANCE 1 Handicapped: Complies with CABOiANSI A117.1-1992, ADA 1990; and ADAAG 1991 guidelines. Fire Label: Classified By UL For Application To Swinging Type Fire Doors of the Hollow Metal or Steel Covered composite type Rated up to 3 Hours, or Wood Core Fire Doors rated up to 1-1/2 Hours. Listed and Labeled as Gasketing Materials. Tested in accordance with UL10B by Underwriters Laboratory, Inc. . Smoke Label: Labeled as Gasketing for Smoke Control Doors. THRESHOLD Page 2 of 2 Tested per NFPA 105 by Wyle Laboratories. S. INSTALLATION: Installation to be performed in strict accordance with manufacturer's instructions furnished with product. Carefully cope to fit within the frame opening. Fasten with flat head wood or machine screws provided and appropriate anchors as required. Use a sealant or compound at all edges and joints. 6. WARRANTY: Guaranteed by manufacturer against defects in material or workmanship for 3 years. I I I I I 00 EP 0 PEMKO Brush and Jamb Weatherstrip __QQ724/PEM ft Ine'50A3 Nylon Brush Weatherstrip Finish Designations(&PV0 12•13) Inserts ■ Slotted holes for adjustment. ■ Ideally suited for low closing force applications, A mill finish aluminum F fell ■ Blocks smoke and air infiltration and can be used on swinging,overhead,sliding mill finish extruded bronze(brass) N neoprene and automatic doors. :00 bright dip gold anodized aluminum P pile/brush ■ Special brush lengths are available;please consult the factory C clearanodized aluminum PK PemkoPrenelM D dark bronze anodized aluminum 0 kerf-in loam 1s�t6 ' lot ��' Q gold anodized aluminum R sponge neoprene r PA painted aluminum S SiiiconSeallm 3 - 3/� ar; n T I 5r PO painted dark bronze aluminum V vinyl •l PW painted white aluminum �'A• _ I ■ Please refer to the listings beneath each product for stocked finishes. 04 p 451CP 1-- T— 45041DP 48061CP _ N 450410P D 45100CP 45061P 45082DP 'I 1/2 '� %2` 451000P r _ RIM— W. ®t© ®* 481000P I i 4517 DP r 45 452111 edf:8 AR % 4317SOP t y, 462saeP aWI � T L• V16 �11' \ 3 2 V\ '�� �\\7. f/4 t Y� 35041DIP ® l�I 36061DP W 3WG-1CP ®.lru.® r 13/e' —11 360170P wilt 320610P Ins 1 All II �t•� brush I ' '�t: waarharaut Is ® 1�/: In PemCADTM, I `IL, I I I 1 the electronic L t' a chit�lural t 3/f)• Concealed dwhln deteller. 90137CP tiOt00CP oocr ap,drarnn 9U137DP 0010ODP c—rea uaa I I®d —tT .,1490, I � 3 1 18850CP 16400CP 16250CP 16176CP 181100CP 16062C 16061CP 1804tiCP 5"1AP 6061AP 185SDP 18400DP 18250DP 18178DP 161OODP 16062DP /8061DP 18041DP ( ) ® © 40 169S00P 1800P 1825WP 191750P 181000P 1(it0820P 1606/0P /60410P i��JJ �' © © ®®©� ®®®'._ 01- ®,�.W,�OLW W.I.. ©'S god' Kerf-in Weatherstrip Rigid Jamb WeathersNP trip ~ 1 •r Mlnlmum Space betweenr ■Stuck lengths:36',8 t', _ 1 P 5W 1) the door race and the stop C'"__: 208CR 86',8T',and 121' is 5/16';manlmum space -.41 �.w�S«i 2MOR I ■Constructed from soft- �t I" is 1f2'. St' O11 2aR ,� I"fu cell loam encased by 4 Q102D 0102W It 2NC8 a tear-resistant,low- 0� I friction,UV-stable 'via 73l13U�! 2"09 polyethylene cover. ��e %') eMnimxn sow bmwe«, 296CPK 265CR 285CPK ■Shapeandmaterials «..' ,»T tlwdoorepaOMdtha.lop ® w� 288DPK l(�R� 265DR 2d6DPK conform well to IMsslte.mpldnn,rnepacs „R1e 2980PK ICJ 285OR 2MPK ro 1/f•', Mv,ro ry 1h,ao irregularities in door «,� �, '°' 0.106D Q106W ~*w•ar- fit and finish for a tight seal and low air infiltration. • 3118 •°°•— • SO®m� ■Includes rigld PVC '"'_ J ( r1 Mlnlrnum spew bolupw insert with extended Ina WV Into ono tm atop flange for fast and �_Ix, Iss 3yfg;ma>uroumpac am' yb Ca/6• y: (.-1'—dT3/6 easy kart insertion. �' 0103D 0103W 320CN 32ODN 319CN 3190N 319ON 13 DOOR SWEEP / / Product Symbols 1]87241PEM KY_ 5043 ■ These symbols are shown adjacent to products throughout the catalog so that products which meet specification and/or code requirements can be readily identified and selected. ■ In order to provide further aid in the specification process,Pemko has also developed'systems" of products.A Pemko'system'is generally a group of products(jamb weatherstripping,astragal (if necessary),door bottom,and threshold)which,when used together,meet specification and/or code requirements and are ideal for particular applications. ASound Tested Barrier Free Tested to:ASTM E 90-90 and ASTM E 1408-91 Meets requirements of:ADAAG-1992,CABO/ANSI IN A 1171-1992,and Tltle 24,CAC Sec 2-3303(i) Products indicated by this symbol have been acoustically Products indicated by this symbol are not more than 112'higher tested in accordance with ASTM E 90-90 Standard Method for than the floor(assuming a level floor)and have no more than a Laboratory Measurement of Airborne Sound Transmission Loss 1/4'vertical rise or have slope proportions no greater than 1:2. of Door Panels and Door Systems.These tests were conducted Offset floor conditions resulting in level changes greater than by Western Electro-Acoustic Laboratory Inc.,and Riverbank 1/2'require a 1:12 slope.Contact Pemko or refer to our full-line Acoustical Laboratory,Both are accredited laboratories for catalog for recommended BerrlerFreene Systems. acoustic testing.Contact Pemko or rotor to our full-line catalog for recommended SoundSeallm Systems. FW] Smoke Labeled AN Infiltration Tested Tested to:UL 1784-1990 ^ Tested to:ASTM E-283 and SDI 116 Meets requirements of:NFPA-105-1993 i Products indicated by this symbol are listed and labeled by Products indicated by this symbol have been air infiltration WYLE Laboratories as having been tested in accordance with lasted in accordance with the requirements of ASTM E 283 Rate Underwriters Laboratories Inc.®,Standard UL 1784-1990 Air of Air Leakage Through Exterior Windows,Curtain Wills.and Leakage Tests of Door Assemblies,and meet the perlormanco Doors and SDI 116 Test Procedure and Acceptance of Rate criteria for allowable air leakage as specified in NFPA 105-1993 of Air Flow Through Closed Steel Door and Frame Assemblies. Installation of Smoke-Control Door Assemblies.Refer to our full- Products shown with this symbol perform well below the maximum line catalog for'recommended SmokeSeelTM Systems. allowable leakage of 0.500 CFM/FI 01.57 PSF. ���sslF,Fo Tested to:UL 10BSU& Fire Labeled r �SF , PemKoteTm Skid-ReSiStant Surface r+ a U.S Meets requirements at:ASTM E-152, NFPA-262and UBC-432 Tested to: UL 410 Meets requirements of: UL1 OB ASTM D 2047 and Federal Specification P-F-430C Products indicated by this symbol are labeled as gasket PemkoteTM is a rugged abrasive finish of nickel-aluminum MATERIAL FOR USE ON LISTED STEEL FRAMES AND/OR composite which is fused to the metal surface by a high- CLASSIFIED SWINGING TYPE FIRE DOORS OF THE HOLLOW temperature exothermic reaction This process produces an METAL OR STEEL COVERED COMPOSITE TYPE RATED UP TO aesthetically pleasing,skid-resistant coating with extremely high THREE HOURS,OR WOOD CORE FIRE DOORS RATED UP bond strength and excellent resistance to oxidation.Pomkote"A TO ONE AND ONE-HALF HOURS.These products have been carries a ten(10)year guarantee,and is available on all classifled and labeled as a result of testing done by Underwriters Pemko metal thresholds.Pemko highly recommends the use of Laboratories Inc.0 certifying that these gasket products do PemkotaTM for all barrier-free modular ramps,and as a durable, not adversely affect the lire resistance of the door or frame economical alternative to cast abrasive products.For corrosive according to its rating in the UL Building Materials Directory, applications,request sealant for extra protection. Products are regularly checked for manufacturing compliance with Underwriters Laboratories Inc.0 by the follow-up inspection service.Contact Pemko or refer to our full-line catalog for E„cnnnc uu,rvy orPrmxvr o"rc r nrnwlnps recommended Flrelsbeled*"'Systems. PemCadTMva,WNr4k;,�,„1c,,,prti.cnosy.1rfi.r IUJJ PemCasTM' aryoll'gmholiWu�ISpecilca- UL1 OC Positive Pressure CAD "'. ror Shni%C6"kn pmwwls POSITIVE Fire Labeled Tested to:UL 10C Pemko's PemCadTm architectural detaller,Includes over 250 door PRESSURE Meets requirements of:UBC 7-2 sealing systems,custom assemblies,and dimensioned threshold f( and gasketing section drawings.These drawings are available Products indicated by this symbol have been tested by for quick and easy downloading into architectural graphic QM Underwriters Laboratories Inc.0 and/or Inter tek Testing Services systems.The 3-1/2'PernCadTm disk is In DOS/DXF format. (Warnock Hersey)for compliance with the requirements of PemCaslm.Includes written specilications for the same 250 UBC 7-2..Positive Pressure testing provides a more"True-life" drawings.The 3-1/2•PemCas""disk is in ASCII text formal. simulation of fire conditions.This testing is equivalent to Contact Pemko for system requirements and to receive a Underwriters Laboratories Inc.0 Standard UL IOC. qualifying application form. 3 WOODFORD The Model 65, B65 & RB65 are automatic draining, freezeless wall hydrants with hose connection anti- siphon vacuum breakers. Hydrants drain as handle is Bacikflow Protected shut off, even if hose is attached. All models are ,M designed to blend in with modern architecture for iinstallation on restaurants, schools, office buildings, Freezeless Wall Hydrants churches,apartments,motels,stores,shopping centers i5 and industrial buildings. Model 6 5/B 6 5/R B 6 5 Q SPECIFICATIONS: Lo MODEL 65/B65/RB65- -Approved under ASSE Standard 1019-B r •Listed by IAPMO® ® •Meets Government Specification WW-P-541b VACUUM BREAKER-ANTI SIPHON- •NIDEL®Model 34HA with%inch male hose thread -Approved under ASSE 1011 "' •Listed l%y IAPMOI VALVE SEAT — Permanent type brass valve body with hemispherical seating surface. t� s VALVE—One piece valve plunger accurately controls both flow MODEL 65 o and drainage with a minimum number of turns and without need ofor adjustments. ,l Exterior Finish: o DRAIN—Under nozzle away from hands of operator and with a Standard-Chrome(CH) 0 lip to divert water away from building. optional-Brass(BR)Polished Brass(PB) 3 Fits one standard modular brick course. CASING—Copper tubes. NO LEAD SOLDER-All solderjoints. STEM—Hardened stainless steel stem resists damage. TEE KEY—Loose key operates hydrant. OPERATING ROD—3/8"solid brass operating rod 4 INLETS—As shown. 4 WALL CLAMP—Furnished on all 66 series except close coupled. = MAX PRESSURE—125 p.s.i. MAX TEMPERATURE-120,F t� ��. Ar Inlet Options MODEL B65 Exterior Finish:Box&Door Standard-Chrome(CH) g Optional-Brass(BR)Polished Brass(PB) 00 3t�— 3/8 3 1 3Ia Fits two std. modularAnodbr ck cized lourse or one uminum Box course of facing tile. -n�43/8— 4318 � P Inlet P1 Inlet 314"Female Pipe Thread 1"Male PipeThread T O 0 �- O � 1 3 1 318 1/2 4114 1 318 r1 ATL 4 3A 6 1/1/ 8 C Inlet EP Inlet 3/4"Copper WalerTube Union Elbowwilh314"MalePlpeThraad Specify as follows: 01 Wall hydrant shall be Woodford Model 65(exposed type), B65 or RB65(concealed box type), automatic draining with anti-siphon vaccum breaker.ASSE Standard 1019-B approved.3/4"inlet and outlet(specify type of inlet). Hardened stainless steel operating MODEL RB65 stem and one-piece valve plunger to control both flow and drain Exterior Finish:Box&Door-Chrome(CH)Only m iuncnuns. Exieriur 'nnisn to ue%iuume riatbti(upiiuns.PU1151i6u' va5iyrlcu csNBciniiy fui iiii-uN wBii cGiw`uuciiuii. rn Brass or Rough Brass).Loose tee key to be furnished with each Install through 6"diameter hale. hydrant.Wall thickness to be inches. Two 3/8"-16 tapped holes for all-thread anchors in back of box. Lift and latch door stays open when hydrant is in use. Ids%• r, rrrj:,rfr't :ijif!(:t!y nlc)flr?i, frilet c'lnCl WTl!thirkrrl•• 5 ©2004 WOODFORD Mfg Rev,9/04 Form No.67.106 WOODFORD , . 11 iMAfMt i 10 8 8 5 6 7 3 4 'A" 2 �— MODEL 65/B65/RB65 PARTS LIST ITEM PART# DESCRIPTION SEE z 4 ale INLET 1 RK-STK Tee Key TYPE WALL RK-LTK Long Tee Key(Box Models) THICKNESS 2 50264 Head Nut-chrome 5 1 50265 Head Nut-brass OVERALL LENGTH 3 50583 I.D,RING (CLOSE COUPLED) 7116 4 50252 Stem Washer MODEL 65 5 55062 Stem Screw Rough-In Dimensions 2 3/8 6 50251 "C" washer 3 314 7 51014 Yoke Nut 8 Operating Rod(Sold With Item 10 Only) L9 50250 Plunger 21N 10 554XX Operating Rod Assembly(Includes Items 7,8,9) W® (Select required assembled length from table below) 1514 6112 w 11 34HA-CH 34HA Vacuum Breaker—chrome SEE NLET L 34HA-BR 34HA Vacuum Breaker—brass TYPE 12 55063 Wall Clamp Assembly 13 51081 Cylinder Lock—Chrome Only 2114 71r2—� 14 65BX Box/Door Assembly—Chrome THICKNESSALL 65BX-BR Box/Door Assembly - Brass �31a 65BX-PB Box/Door Assembly—Polished Brass MIN OVERALLLENG- 23l4 65BX-AL Box/Door Assembly—Aluminum (CLOSE COUPLED) 434 15 RB-BX Round Box/Door Assembly-Chrome MODEL B65 RK-65 Chrome Repair Kit(Includes Items 1-7&9) Rough-In Dimensions Operating Rod Assy."A" Manufactured 4315 2118 Wall Thickness under one or ti5 BBS/RB65 Length Part No. more of the following CC CC 31/2" 55401 patents: N/A 4 4 112" 55402 U 5 Patents: j 4 6 6112" 55404 3,414.001 6 6 81/2" 55406 4,316.481 318' 8 10 101/2' 55408 4,532.954 51s1aa". 10 12 12 1/2" 55410 D216,790 z 1n 12 14 14 1/2" 55412 0216,791 WALL THICKNE55 14 16 161/2" 55414 D277,365 Tare• D277,366 MIN OVER ALL LENGTH 2 A• 16 18 161/2' 56416 tcLosECOUPLED) 4 Canada Patents: 18 20 201/2" 55418 852,529 20 22 221/2' 55420 865,995 2 1,146,436 MODELR865 2 24 241/2" 55422 S71B r Rough-In Dimensions see°DIa. 24 N/A 261/2" 55424 Wail Thickness(In) CC 4 6 8 10 12 14 16 16 20 22 24 Overall Length" 5 8 10 12 14 16 18 20 22 24 26 28 Shipping Wt.(Lbs)"" 3.8 4A 48 5.2 5.6 6 6A 6.0 7 2 7.6 8 84 "Add 3/8"for all box hydrants except CC units add 2 3/6" NOTE:Close Coupled Models are not recommended for Add 8.3 Lbs for brass box models, use in freezing climates and cannot use wall clamp Add 2.5 Lbs for Aluminum box models WOODFORD COMPANY 2121 Waynoka Road,Colorado Springs,Colorado 80915•Phone:(719)574-1101 •Fax:(719)574-7621 To view our complete product line visit:www.woodfordmfg.com i ALIGN W/CONCRETE TERRACE 3/4"CHAMFER ALL AROUND #4 @ 16"OC CONCRETE TERRACE WALL, WALL,(74.83')CROWN TO CENTER 10-#4 @ 8"OC CONT W/#4-- CROWN TO CENTER&BROOM &BROOM FINISH TOP FORM TIES LAID OUT VERT EA FACE @ 16"OC FINISH TOP(74.83') SYMMETRICALLY,REMOVE CONES --3/4"CHAMFER ALL AROUND AND SEAL EXPOSED TIE END WITH . FORM TIES LAID OUT SEALANT I I LANDSCAPE BY OWNER SYMMETRICALLY. #4 @ 16"OC ALIGN W/CONCRETE CURB I �' LANDSCAPE BY OWNER REMOVE CONES AND CONCRETE CURB SEAT WALL,(73.33') CROWN TO CENTER&BROOM FINISH TOP 10-#4 @ B"OC CONT W/#4 VERT SEAT WALL,(73.33') I I ?L _�- SEAL EXPOSED TIE EA FACE @ 16"OC END WITH SEALANT FORM TIES LAID OUT SYMMETRICALLY, � a� ' CONC REMOVE CONES AND SEAL EXPOSED TIE 3/4"CHAMFER ALL AROUND I ` _ 6'MIN TOPSOIL r (SLOPE TO 7NG AREA END WITH SEALANT CONC WALK PER CIVIL,(ELEV VARIES) 1/2"DEEP BY 12"TALL REVEAL FULL - 1l2"DEEP BY 12"TALL REVEAL FULL OR CONCRETE LANDING PER SP1,0 WIDTH OF WALL AT SPLASHPAD, (73.33) FOR TILE ART BY OWNER,LEAVE 4" WIDTH OF WALL AT SPLASHPAD, _ _ { FOR TILE ART BY OWNER.LEAVE 4" T^ FROM ENDS EXPANSION JOINTS AND BOULDERS. I a L C C �- FROM ENDS EXPANSION JOINTS I a I x� - G I_XX_ 10-#4@8"OCCONTW/#4 AND BOULDERS.S�4p.OSP2.0 I [ VERT EA FACE @ 16"OC I — 1 3/4" . a I Y 1 3/4• + o. -. :I TYP #4 16"OC SNP a WET DECK(72,D0') 'I c_�� e° �- ��` � ..tom- N "I� + I -�� •� �<. WET DECK(72 00') I° + • I ~l�_� "� I ` + I C C C L~� sp; ". I _ - - 7 vAv. J- �• C^ i .,a I . , � � ��. C._ . I C C STRUCTURAL FILL PER CIVIL -- LY, I 'C al Cgi ♦�_ I > jQ STRUCTURAL FILL -)/ jg ° — C 9" PER CIVIL ♦ - �' ----` - 4-#4 CONT W/#5 TRANSVERSE ♦ - ___ -- _ 'J @ 16"OC SUBGRADE PER CIVIL 444 CONT W/95 TRANSVERSE @ SUBGRADEPERCIVIL— - HOOK VERT BARS FOR LAP ONTO 16"OC TERRACE WALL 4 5• 5• 1'•8" . HOOK VERT BARS FOR LAP ONTO 1/2"=1'$' g" CONT BARS IN SAME CO ( 1 1'-0" (det-04.dwg) SP1 0 PLANE AS TRANSVERSE BARS) CONT BARS(LOCATE IN SAME .0 SP2. PLANE AS TRANSVERSE BARS) NOTE:PROVIDE THRU-CURB CONSTRUCTION/EXPANSION NOTE:SEE 1/SP2.0 FOR NOTES IN COMMON JOINTS AS SHOWN,PER 2/SP2,0 CURB SEAT WALL SEAT&TERRACE WALL r3 1 1/2"=V-0" (det-01.dwg) SP1.0 SP2.0 1 V2"=1'.0' (det-03.dwg) SP1.0 SP2.0 SLOPE BENCH TO DRAIN TO WET DECK,TYP, AT CONC LANDING AREA,ALIGN SLAB AT LANDING AREAS WITH T.O.BENCH.SLOPE 2%AND SHAPE PROFILE TO DRAIN AT DRAINAGE GAP 7 DRAINAGE KNOCKOUT,2"GAP AT JOINT e I u EXPANSION JOINTS AT APPROX.18'OC, TOP OF TERRACE/ HOLD REINFORCING 2"CLEAR OF END r . RETAINING WALL 1 z 1 OF POUR S�• 'ro (73.33') 1/2"x6"DEEP JOINT FILLER WITH"PEEL TOP" j ) �i TOP OF SEAT -KNOCK-OUT AT EXPANSION AT SIDES&TOP INSTALLED ON FIRST POUR y k s �- ti WALL(73.33') 2'/ JOINTS,TYP, (/ a PRIOR TO SECOND POUR ,Gpy m REMOVE PEEL TOP WHERE EXPOSED a &FILL W/SEALANT . `Y* '� - --� 4. 4. Ir' - ---'f---- ( �. U I a - - ' WET DECK _ _ C (72.00') —EXPANSION JOINT PER 2/SP2,0 (E 1 o C 1/2'DEEP BY 12"TALL REVEAL a V LOCATION OF TILE ART BY OWNER ly VV�i r + / IV1V 3 y CURB SEAT WALL PER 1/SP2.0 - SEAT WALL EXPANSION JOINT �z� CURB SEAT WALL ELEVATION �� 2 a 1 1l2"=1'-0" 1 1l2"=1'-0" (det-02,dwg) SP1.0 SP2.0 1 1/2"=V-0" (det-05•dwg) SP2.0 SP2.0 " PLAN CHECK BY DATE APPROVED FOR CONSTRUCTION p�>.!,}]3fChItCCYS CITY OF ARLINGTON HALLER PARK SPLASH PAD SHE T NO. ^i DEPARTMENT OF SPLASH PAD WALL DETAILS SP2.0 �P C WORK' �� =� PUBLIC WORKS d DATE NO REVISION BY �o J DRAWN BY:DESIGNED BY: t_—::1.-w,, BID SET 21 MARCH 2018 1 ;n_ a=>RoV_; PROJECT NO. _ r SHEET INDEX CITY OF ARLINGTON SHEET TITLE SHEET NO. COVER SHEET T1.0 HALLER PARK SPLASH PAD CITY OF ARLINGTON GENERAL NOTES GN0.1 ABBREVIATIONS&SYMBOLS GN0.2 PROJECT NO. P02.427 ARCHITECTURAL SITE DEVELOPMENT 21 MARCH 2O18 SITE DEVELOPMENT EXISTING SITE PLAN/TOPOGRAPHY SD1.0 BID -SET SITE DEVELOPMENT LANDSCAPE DESIGN PLAN SD1.2 SITE DEVELOPMENT SECTION SD2.0 SEC 02 T31 N R5W City of Arlington Officials CIVIL _ - MAYOR CIVIL COVER SHEET C1.0 TESC AND DEMO PLAN C2.0 BA h'BA R.� TOLBERT UTILITY PLAN C3.0 '`� COUNCIL MEMBERS GRADING AND PAVING PLAN C3.1 JES,SICA STICKLES NOTES AND DETAILS C4.0 JOSH ROUNDY NOTES AND DETAILS C4.1 DEBORA NELSON NOTES AND DETAILS C4.2 P_fl Y ,SUE W EISS NOTES AND DETAILS C4.3 CATION MARILYN N OERTLE -- AI SPLASH PAD MIKE HOPSD SPLASH PAD DEVELOPMENT PLAN SP1.0 '-+ JA N SCH(1 A'TTE t• SPLASH PAD CONSTRUCTION, ELEVATIONS&DRAINAGE PLAN SP1.1 DIRECTOR OF PUBLIC WORKS SPLASH PAD WALL DETAILS SP2.0 • JAMES KELLY, P.E. SPLASH PAD DETAILS SP2.1 PUMPHOUSE BUILDING(CXT)CONCEPT PLAN A1.0 M VICINITY MAP ECHNANICAL N.T.S. MECHANICAL GENERAL INFORMATION M0.1 SPRAY PARK PIPING DIAGRAMS M0.2 MECHANICAL SCHEDULES M0.3 MECHANICAL SCHEDULES M0.4 CONTACT INFORMATION SITE PLAN M1.0 SITE PLAN PIPING M1.1 ARCHITECT: ORB A CHC AVE,S division 45 of INNOVA ArchNacts) ELECTRICAL: CROSS 6509 6TH AVENUES,INC 950 PACIFIC AVE,SUITE 450 TACOMA,WA 98400 TACOMA,W/+.98402 CONTACT:BRICE ANDERSON M2.0 CONTACT:GrOFF ANDERSON,AIA TEL:253.759.0118 MECHANICAL ROOM PLANS TEL:253.572.4903 EMAIL:bdoee@crossanglneers.com DETAILS M3.0 EMAIL:ganderson@innovaerchltecte,com CIVIL: INNOVA ARCHITECT,INC SURVEYED BY: CASCADE SURVEYING 6 ENGINEERING,INC DETAILS M3.1 950 PACIFIC AVE,SUITE 450 P.O.BOX 326 APPROVED FOR CONSTRUCTION ARLINGTACnMA.WA.98402 CONTACT: P IL 99223 ELECTRICAL CON AC 1 STUART SCHEUERMAN CONTACT:5.6551P T.ABENROTH TEL:263.572,4903 TEL:380,435.5551 ELECTRICAL SITE PLAN E1.0 EMAIL: sscheurermen@lnnovearchltects.com GEOTECHNICAL: GEOTEST MECHANICAL: ENGINUITY SYSTEMS,LLC 20611 67TH AVE NE JAMS X EL EY E1.1 731 COMMERCE,SUITE 2 ARLINGTON,WA 984M RISER DIAGRAM/PANEL SCHEDULE!DETAILS TACOMA,WA 98402 CONTACT:GERRY D.BAUTISTA,JR.,P.E. PUBLIC WORKS DI CTOR CONTACT:JESSE BARKSDALE,LEED AP TEL: 360.733.7313 PARTIAL ELECTRICAL PLAN AND SCHEDULE E1.2 TEL:253.292.0357 EMAIL:Jesse@enginultysys.com D or- DATE�3 APPROVED Received - - - DEC 0-T 018 g�'D 230 l • ABBREVIATIONS SYMBOLS MATERIAL DESIGNATION & AND DPR DAMPER HRC HOSE REEL CABINET PB PANICBAR SV SHEET VINYL EXISTING WALLS TO REMAIN 0 AT DR DOOR HRSF HIGH RATE SAND FILTER POD PARTICLEBOARD SAY STAIN&VARNISH ANGLE Ds DOWNSPOUT HT HEIGHT PC PRECAST,POINT OF CURVE SWL STATIC WATER LEVEL o� PROJECTNORTH(PLANREFERENCEONLY- AB ANCHOP BOLT ov DRYERVENT Hrc HEATING POD PAPER CUP DISPENSER SWR SEWER r' SEE SURVEY FOR TRUE NORTH) ---___ WALLS OR ITEMS TO BE REMOVED(DASHED) AC ACOUSTIC Ow DISHWASHER HVAC HEATINGNENTILATIOWAIR CONDITIONING PERF PERFORATED SYM SYMMETRICAL -- NC AIR CONDITIONING DWG DRAWING HW HOTWATER PERP PERPENDICULAR ACB ACOUSTICAL CEILING BOARD HWT HOTWATERTANK PF PREFABRICATED SECTION CUT/ELEVATION NUMBER OR LETTER HWD HOT WATER DISPENSER PI POINT OF INTERSECTION NEW STUD WALLS ACC ACCESSIBLE E FAST TB TREAD PJ PANEL JOINT ACM ASBESTOS CONTAINING MATERIAL EA EACH TB TOWEL BAR ACOUS ACWSTICAL EB EXPANSION BOLT PL PLATE T&B TOP&BOTTOM jAZA SHEET DRAWN ,,—i�T NEW BRICK OR CMU WALLS ACP ACOUSTICAL CEILING PANEL EF EACH FACE,EXHAUST FAN ID INSIDE DIMENSION,INSIDE DIAMETER PLAM PLASTIC LAMINATE TD TOWEL DISPENSER ACT ACOUSTICAL CEILINGTIIE EFS EXTERIOR EX AUSTFM IE INVERTELEVATION PLAS PLASTER TEL TELEPHONE SHEETTAKEN ACU AIR CONDITIONING UNIT EIFS EXTERIOR INSULATION&FINISH SYSTEM IG INSULATED GLASS PLYWD PLYWOOD TER,TZ TERRAZZO AD AREA ORAIN,ACCESSDOOR EJ EXPANSION JOINT IN INCH PNL PANEL TESC TEMPORARY EROSION 6 , CONCRETE ADD ADDENDUM,ADDITIVE ELEC ELECTRIC(AL) INCL INFORMACLUDE TONG) PNT PAINT SEDIMENTATION CONTROL DETAIL NUMBER ADDL ADDITIONAL EL ELEVATION INFO INFORMATION pOC POINT OF CONNECTION TFCI TENANT FURNISHEDI ADJ ADJACENT ADJUSTABLE ELEV ELEVATOR,ELEVATION INSUL INSULATE(D),(ION) POL POLISHED CONTRACTOR INSTALLED _ AF ACCESS FLOOR EM ENTRY MAT INT INTERIOR POLY POLYETHYLENE T&G TONGUE&GROOVE A AFC ACOUSTICAL FABRIC COVER EN ENAMEL INV INVERT PP POWER POLE TG TEMPERED GLASS SHEET DRAWN III-III`_ EARTH AFF ABOVE FINISH FLOOR IPs IRON PIPE SIZE PR PAIR THK THICK(NESS) AFG ABOVE FINISH GRADE ENCL ENCLOSURE SHEET TAKEN EOS EDGE OF SLAB PRCBT PRECAST R TKBD TACKBOARD AGG AGGREGATE PREFAB PREFABRICATED ALUM ALUMINUM EP ELECTRICAL PANEL(BOARD) JAN JANITOR TO TOP OF EPNT EPDXY PAINT JST JOIST PROP PROPERTY TOB TOP OF BEAM A ALT ALTERNATE EPX EPDXY JT JOINT PSF POUNDS PERSOUAPEFOOT FILL MATERIAL ANOD ANODIZED EQ EQUAL,EQUALLY JB JUNCTION BOX PSI POUNDS PER SQUARE INCH ELEVATION LETTER AP ACCESB PANEL EQUIP EQUIPMEN7 PBL PARALLEL STRAND LUMBER AP C ACOUSTICAL PANEL CEILING ES IACHSIOE K,KIT KITCHEN PT POINT,PRESSURETREAT(ED) TOC TOP OF CURB,TOP OF CONCRETE, D B GYPSUM WALLBOARD(LARGE SCALE) APPD APPROVED EST EACHSIELE01 KD KILN DRIEDPTO PAPER TOWEL DISPENSER TOP OF COLUMN SHEET DRAWN APPROX APPROXIMATE(LY) EW EACHWAY KDF KNOCK DOWN FRAME PIDMIR PTO PARTITION RECEPTACLE TOM TOP OF FOUNDATION APT APARTMENT UNIT EWC ELECTRIC WATER COOLER KO KNOCK-OUT PIN PARTITION TOM TOP OF MASONRY SHEET TAKEN ARCH ARCHITECNRE(URAL) EX EXPANSION NP KICNPLATE PTR PAPER TOWEL RECEPTACLE TOP TOP OF PAVEMENT,TOP OF PLATE C� C CEMENT FIBERBOARDISIDING(LARGESCALE) ASPH ASPHALT EXC EXCAVATE KS KNEE SPACE PVC PAVEMENTNYL CHLORIDE TOW TOP OF BLAB AVE AVENUE EXH EXHAUST FIN PAVEMENT TOW TOILET WALL AWF ACOUSTICAL WALL FABRIC EXIST,(El EXISTING L LONG,LENGTH,LEFT PW POTABLE WATER TPO TOILET PAPER DISPENSER O DOOR TYPE ® CONTINUOUS BLOCKING AWP ACOUSTICAL WALL PANEL UP EXPANSION LAM LAMINATE PINT PREFABRICATED WOOD TRUSS TPTN TOILET PARTITION TRAN TRANSPARENT EXT EXTERIOR LAM LAVATORY TS TUBE STEEL BBQ BBATH UB ARBEQUE CBS,% LAG BOLT OUAN QUANTITY TTD TOILET TISSUE DISPENSER POUNDS OA WINDOW TYPE NON-CONTINUOUS BLOCKING BD BOARD FA FIRE ALARM LF LINEAL FOOTIFEET OT QUARRYTILE TTH TOOTHBRUSH HOLDER OF BOTH FACES F0D FIBERBOARD LG LENGTH,LONG TV TELEVISION BIT BITUMEN FBO FURNISHED LH LEFT HAND TVJC TYPICAL ALLC0YEM0 �— WALL TYPE BITl1M BITUMINOUS FD FLOOR DRAIN LMR LEFT HAND REVERSE R MER_RADIUS.tWRMM RBSI'STA'KE TYP TYPICAL u BLDG BUILDING FDN FOUNDATION LKR LOCKER RA RETURN AIR BLK(G) BLOCKING) FE FIRE EXTINGUISHER LL LNELOAD RAD,R RADIUS DEMO FLAG NOTE BM BEAU,BENCH MARK FEC FIRE EXTINGUISHER&CABINET LMS LIQUID MARKING SURFACE RB RUBBER BASE,RESILIENT BASE El SO BOTTOM OF FIF FACETO FACE LPT LOW POINT RD ROOF DRAIN,ROAD UK; UNDERCUT BOT BOTTOM FF FACTORY FINISH,FINISH FLOOR LRH LIGHT REFLECTIVE HARDNER RDIO ROOF DRAIN OVERFLOW UIC UNDER UNDERGROUND BOW BOTTOM OF WALL FF&E FURNITURE,FOCTURES&EQUIPMENT LSD LIQUID SOAP DISPENSER REBAR REINFORCING BAR UG UNDERGROUND �j WORK FLAG NOTE BR BRICK,BEDROOM FGL FIBERGLASS LT LIGHT REC RECESSED UL UNDERWRITERS LABORATORIES FH FIRE HYDRANT LTG LIGHTING RECP RECEPTACLE UNF UNFINISHED BRG BEAR SPLASH LAND UNLESS NOTED OTHERWISE BW BASEM NTH FHC FIREHOSE H(ED)CABINET LVR LOWER RECT RECTANGULAR UP URINAL GRID LINE BSMT BASEMENT FIN FLOORED) LWC LIGHTWEIGHT CONCRETE REF REFERENCE UV ULTRAVOILET BUR Bull P FL FLOOR(LNG) REFR REFRIGERATOR BUR BUILTIIP ROOFING FLUOR FLUOR SCENT PEG REGISTER UFAS UNIFORM MACH MACHINE STANDARDS FM FACTORY MUTUAL REINF REQUIREDEIED,LNG) MAS MASONRY FIND FEMININE NAPKIN DISPOSAL pE0'D REQUIRED MAT MATERIAL FO, FACEOENARIWYFNl10R REOT REQUIREMENT V � DOOR NUMBER 4 CENTERLINE MAX MAXIMUM VAR VARIES FO,FIO FACE OF RESIL RESILIENT p CAB CABINET,CEMENT ASBESTOS BOARD MB MACHINE BOLT VAT VINYL ASBESTOS TILE FOC FACE OF CONCRETE OR CMU REV RETAINING co CATCH BASIN MC MEDICINE CABINET iCT VINYL COMPOSITION TILE FDI FARNISHE NISH REV REVISION CBU CEMENTK)US BACKER UNITS MDF MEDIUM DENSITY FIBERBOARD VENT VENVILATOR FDIC FURNISHED BY CONTRACTOR RFG ROOFING KITCHEN CD CENTER ENSERTER MDO MEDIUM DENSITY OVERLAY VERT VERTICAL BV CONTRACTOR RH RIGHT NANO,RELATIVE HUMIDffY, VEST VESTIBULE 113 co CUPOISPENSER MECH MECHANICAL I� ROOM IDENTIFICATION NUMBER F010 FURNISHED BY OWNEMNSTALLEO ROBE HOOK CEM CEMENT MEMB MEMBRANE VG VERTICAL GRAIN BY OWNER RHR RIGHT HANG REVERSE CER CERAMIC MET METAL WN VINYL FORA FACE OF MASONRY RL RAIN LEADER CF CUBIC FEET MFR MANUFACTURER MR VAPOR RETARDER CR FINISHEDICONTRACTOR FOB FACE O CFCI ONTRACTO F STUD,FACE OF SLAB MIN MINIMUM RM ROOM FP FIREPLACE RO ROUGH OPENING VTR VEN7THROUGHROOF ��UPlDN STAIR OR SLOPE DIRECTION P INSTALLED MISC MISCELLANEOUS VWC VINYL WALL COVERING FPRF FIRE ROOFING ROW RIGHT OFWAY CFM CUBIC FEET PER MINUTE MTL METAL FR FREEZE PROOF WALL HYDRANT RBS ROD&SHELF CFT CONDUCTIVE FLOOR TILE MEZZ MEZZANINE CG CORNER GUARD FR FIRERREINFOR MFR MANUFACTURER FIRR REILROAD EPLACE W WATE1ZWBsr.wrlE.v&oTH.wASI1FA —X— CHAIN LINK FENCE FRC FIBER REINFORCED CONCRETE RR RAILROAD CHAN CHANNEL MH MANHOLE WI WITH FRG FIBER REINFORCED GYPSUM RS ROUGHSAWN CHBO CHALKBOARD MIR MIRROR WB WALL CLOSET.WASTE WALLBASKEr COVERING FRP FIBERGLASS REINFORCED PLASTIC FIT RESILIENT TILELEVATION INDICATOR CI CAST IRON MJ MACHINE JOLT INC WATER CLOSET,WALL COVERING CIP CAST IN PLACE FRT FLRE OSINK RETARDANT TREATED MILD MOLDING RUB RANGER WD WOOD FS FLOOR SINK RV RANGE VENT CJ CONTROLJOINi MO MASONRY OPENING WF WIDE FLANGE FT FOOT,FEET RWL RAIN WATER LEADER CLF CHAIN LINK FENCE MOD MODIFIEDWG WIRE GLASS FTG FOOTING CLG CEILKI MR MOISTURE RESISTANT WH WATER HEATER,WALL HUNG VINYL CPT FLOOR MATERIAL INDICATOR FURR FURRING,FURRED CLK CAULKING FLAT FUTURE MUD MOUNTED WIN WITHIN CLO CLOSET MULL MULLION S SLOPE,ANITAR SE WIN WINDOW FWC FABRIC WALL COVERING CLR CLEAR(ANCE) MW MICROWAVE OVEN SIN SANITARY SEWER WM WIRE UT CMU CONCRETE MASONRY UNIT G GAS SC SOLIDCORE WIO WITHOUT CO CLEAN OUT N NORTH sCWD $OLIO CORE WOOD WP WATER PROOF,WORKING POINT J COL COLUMN GA GOUGE INI NEW BCD SEAT COVER DISPENSER WPL WEATHER PROOF LOWER E CONC CONCRETE GAL GALLON WA NOTAPPLICABLE SCHED SCHEDULE WR WASTE RECEPTACLE,WATER Z CONN CONNECTION GALV GALVANIZED NpT NATURAL SCP SHOWER CURTAIN ROD RESISTANT REFER TO INDIVIDUAL DISCIPLINE SHEETS FOR CONST CONSTRUCTION GB GRABBAR WC NONCOMBUSTIBLE SD SOAP DISPENSER,STORM BRAIN, WRIGWB WATER RESISTANT GWB i. CONT CONTINUOUS GC GENEMLCMJIK&CTOR NFS NON-FROST SUSCEPTIBLE SMOKE DETECTOR WS WEATHER STRIPPING,WATER STOP ADDITIONAL SYMBOLS AND ABBREVIATIONS S COORD COORDINATE GCMU GLAZED CONCRETE MASONRY UNIT NFVA NET FREE VENT AREA SECT SECTION WSCT WAINSCOT GO GARBAGE DISPOSAL CORR CORRIDOR N1. NOT INCONTRACT SF SQUARE GLAZING EEf WT WEIGHT, TANK CPT CARPET(EO) GFCI GROUND FAULT FURNISH D,CONTRACTINTERRUPTOR NO,& NUMBER SG SAFETY GLAZNG WNI WALL TOWALL CRS COURSE(ES) GOVERNMENT FURNISHED,CONTRACTOR NOM NOMINAL SH SHOWER WWF YYE:UED Y115F iA�tlC INSTALLED cs Cs CONCRETE SEALER NP NOT PROVIDED BHT SHEET XBRACE CROSS BRACE Z CT CERAMIC TILE GFGI GOVERNMENT FURNISHED,GOVERNMENT NR NONRATED SHTG SHEATHING (D INSTALLED CTCS CERAMIC TILE CORNER SHELF NRC NOISE REDUCTION COEFFICIENT SIM SIMILAR CTR COUNTER OIL GLASS FIBER GLAZING CONCRETE NSF NET SQUARE SCALE ET SK SINK VD YARD,YARD DRAIN CTSD CERAMIC TILE CORNER DISH GL GLASS,GLAZING NTS NOTTO SCALE SLR SEALER _I CTSK COUNTERSINK GLU-AM GLUE-LAMINATED SLV SLEEVE 3 CN ONG GROUND CABLE TELEVISION SM SHEET METAL, MODULE CU CUBIC GPM GALLONS PER MINUTE 0 OVER SMHC SHOWER MODULELE HA HAN DDICAPPED CW COLD WATER GR GRADE 010 OUTTOOUT SIMH SHELFIMOP HOLDER GRGL CURE RECUOAi GLASS(OLAD41 OA OVERALL SMR SURFACE METAL RACEWAY CW COMPLETE WITH AT GS GALVANIZED STEEL OBS OBSCURE CWB CAPILLARY WATER BARRIER SNO NAPKIN POSAL DISPENSER,SANITARY CV CUBIC YARD(S) GSB GY➢SUM SOFFIT BOARDARO. DC ON CENTER NAPKIN DISPOSAL Ll GYPSUM SOFFIT BOARD OD OUTSIDE DIMENSION,OVERFLOW DRAIN BOG SLAB ON GRADE GSF GROSS SQUARE FOOT(AGE) OF OUTSIDEFACE SOV SHUT OFF VALVE d PENNY NAILS GSL GYPSUM SHAFTLINER OFCI OWNER FURNISHED/CONTRACTOR SP STANDPIPE,SOLID PLASTIC D DEEP,DEPTH,DRYER GVP GYPSUM VENEER PLASTER INSTALLED SPEC SPECIFICATION(S) DBL DOUBLE GWB GYPSUM WALL BOARD OFOI OWNER FURNISHEDIOWNER INSTALLED So SQUARE DEMO DEMOLITION,DEMOLISH GYP GYPSUM OFF OFFICE SR SEMMiECESSED DEP DEPRESSED GYP SHTG GYPSUM SHEATHING OH OVERHEAD SS SANITARY SEWER,STAINLESS STEEL DEPT DEPARTMENT ORD OVERFLOW ROOF DRAIN SSK SERVICE SINK $ DET.OTL DETAIL H HIGH OPNG OPENING SSM SOLID SURFACE MATERIAL OF DRINKING FOUNTAIN GPP OPPOSITE JE HB HOSE BIB SST STAINLESS STEEL JE DFIR DOUGLAS FIR OR OUTSIDE RADIUS HBGC HIGH BUILD GLAZE COATING SSV SAND STAIN VARNISH DI DUCTILE IRON,OEIONIZED WATER OB OUTSIDE HC HANDICAP,HOLLOW CORE ST STAIN,STONE,STREET DIA,0 DIAMETER ORB ORIENTED STRAND BOARD HCT HAND DRYER, TILE STC SOUND TRANSMISSION CLASS OIAG DIAGONAL OTS OPEN TO STRUCTURE OIM DIMENSION HD HANG DRYER,HAIR DRYER STD STANDARD OIM PT DIMENSION POINT HDOL HIGH DENSITY OVERLAID STL STEEL DISP DISPOSAL HOP HEADER R. PROPERTY LINE STOR STORAGE DL DEAD LOAD HDWD HARDWOOD STFT STOREFRONT a DMPF DAMPPROOFING HDWR HARDWARE P POWER STRUCT STRUCTURAL HNVC HIGH LLOWM TWALLCCVEROJG PA PARALLEDDRESS SURF SURFACE 4 ON DOWN HM HOLLOW METAL PAR PARALLEL L" HO HOUMPEN HORR HORIZONTAL HP HYDRO POOL L�7 HR HOUR,HANDRAIL REFE NCE m PLAN CHECK BY DATE APPROVED FOR CONSTRUCTION 0/tib8rCh10Ct5 CITY OF ARLINGTON HALLER PARK SPLASH PAD SHEETENO. 1 DEPARTMENT OF ABBREVIATIONS & SYMBOLS N0. JAMES X KELLEY, P E I PUBLIC WORKS DIRECTDR SHEET FN, � PUBLIC WORKS DATE NO. REVISION BY OF jDESIGNED BY: DRANK BY: Hsi.F'ar.Hi::a- s�ee "D GH°°' PROJECT NO. F''= BID SET 21 MARCH 2018 �,eE,5 DATE APPROVED: 233-572-lAC3 _ - I •�'I, HALLER PARK SCOPE OF WORK: THIS SITE DEVELOPMENT LANDSCAPE SITE PLAN qPAT1 - - • 12'WIDE ASPHALT IS PROVIDED TO INDICATE THE SCOPE OF - TRAIL TO(E)PUMP HODS[ OVERALL PARK IMPROVEMENTS TO SUPPORT A % (E)PICNIC EXTEND TO FUTURE PARKING NEW SPLASH PAD: HELTER P� DETERMINED BY THE CITY. \ _-- Z� 1. CONCRETE SPLASH PAD TO BE COORDINATED �Z WITH THE VENDOR: N.W.PLAYGROUNDS AND WATER ODYSSEY.SEE(SP)SPLASH PAD A DRAWINGS. (E)ASPHA 2. MECHANICAL BUILDING TO BE PROVIDED BY CXT PRECAST PRODUCTS.PROVIDE o SUB-GRADE AND SUMP AS REQUIRED. (E)LAWN AREA \ 3. SPLASH PAD PLUMBING SYSTEMS TO BE - -- = INSTALLED MEET ENGINEERING REQUIREMENTS PER WAC 246-260 AND (E)GRAVEL PARKING - FUTURE ESTAGE COORDINATED WITH WATER ODYSSEY REQUIREMENTS. (NO WORK) �h a 4. CONCRETE&ASPHALT PATHWAYS AS =�—_ � INDICATED. AREAS WITH"GRASS"HATCH _ - INDICATE APPROX.WHERE GRADING 1 COLORED PAVING 5. PROVIDE AN ASPHALT PARKING STRIP, IS REQUIRED,TYP. SEE CIVIL - W/PAVED PATHWAY O INCLUDING ADA COMPLIANT SPACES. 1 TO MATCH RWAINDER - - OF SITE 6. NEW PARK LIGHTING USING CITY STANDARD NEW LIGHT POLES PER CITY L. I •j ° - - LIGHT FIXTURES. OF ARLINGTON STANDARD RESERVOIR TANK II - - (TYP AT 9 LOCATIONS) •• e BY WATER ODYSSEY 7. LANDSCAPING AND IRRIGATION TO BE O E GRAVEL PATH PROVIDED BY CITY OF ARLINGTON.PROVIDE > - - - STUB-OUT FOR CONTROLLER IN PUMP HOUSE. CONNECT TO NEW O •e __ PUMP HOUSE.TO BE 1• PROVIDED BY CXT MFR. CONCRETE PATH HERE _ e e SPLASH PAD @ • " :,• _ SEE A1.0 SD0 /� LEGEND '\ SEGMENTED BLOCK WALL -_- = o , e a -ASPHALT PAVING (E)GRAVEL PARKING CONTRACTOR DESIGN,. �:. PER CIVIL - _ �� O� - APPROX.LOCATION OF a _ - - _ . ' •' (E)2"WATER SERVICE LINE REGRADE LAWN AREA __ CONCRETE SIDEWALKS FOR LEVEL EVENT SPACE 12'WIDE CONC.PATH TYP. -- - : ,' -1 REFER TO CIVIL_ APPROXIMATELY LOCATIONS s• APPROX.LOCATION OF OF - - - - . . . . . . - _ `' _ (E)POWER UNDERGROUND CIVIL PLANS REFER TO RE-GRADING. PAVED PICNIC PATIO } e LOCATE FROG SCULPTURE �. (33'-0"x 23'-0") 1 a PROVIDED BY OWNER y IN LANDSCAPE AREA.PROVIDE (E)PLAYGROUND AREA ` PLAY BARK FOR MIN. ? I REMOVABLE BOLLARDS-"""" OLLARDS _- _ !• (NO WORK) r I AT W-O"O.C. a (E)PLAYGROUND AREA � _ (NO WORK) - IEj RESTROOM BLDG WITH - t e � o CONCRETE PAD ALL AROUND - § ASPHALT PARKING 0 _ . ° -NOT IN SCOPE.- __ _ _ _ 0 _ CITY OF ARLINGTON SCOPE OF WORK _ - - u 1 what's� s• 6 -- - -NEW CONIC SIDEWALK TO MATCH ELEVATION O t i/ _—_ _-_ s• E)CONIC ADA PADS F _ Know CBII before re y •dig. APPROX 75',VERIFY 20.0• SEWER DRAT ° sroRMvyATER LANDSCAPE DESIGN PLAN 1 r�q7- WEST COX STREET i -,_ 1"=20'4" (pl_topo_arch.dwg) jS1.1 ZT,a p� , �r E I - - - REFERENCE PLAN CHECK BY DATE APPROVED FOR CONSTRUCTION O1'barChl eCIS CITY OF ARLINGTON HALLER PARK SPLASH PAD SHEET NO. N r^� DEPARTMENT OF SD1T 2'' DAMES X ,EE�EY, PE LANDSCAPE SITE PLAN HEE PUBLIC WORKS DIRECTOR PUBLIC WORKS DATE NO.1 REVISION 950 Pecili::l�e S..it�4;,0 OF DESIGNED BY: DRAWN BY: acci^e,1kA asnoz BID SET 21 MARCH 2O18 a DATE APPROVED: �3;}57�.:�;7; PROJECT NO. _ - SHEETS CONSTRUCTION SEQUENCE 1. CONTRACTOR SHALL ARRANGE AND ATTEND A PRE-CONSTRUCTION MEETING WITH THE CITY OF ARLINGTON. 2. POST CITY OF ARLINGTON PROVIDED PROJECT SIGN PRIOR TO START OF PROJECT. 3. COORDINATE WITH THE CITY PROJECT MANAGER TO IDENTIFY PROJECT LIMITS AND ERECT HIGH VISIBILITY CONSTRUCTION FENCING. 4- COORDINATE WITH THE CITY PROJECT MANAGER TO IDENTIFY A SAFE STAGING AREA FOR CONTRACTOR EOUPMENT AND SUPPLIES 5. INSTALL AND EROSION CONTROL MEASURES AS REQUIRED BY THE PROJECT.INCLUDING MEASURES TO PROTECT ADJACENT SHORELINE,LANDSCAPE.TREE AND ALL OTHER ADJACENT IMPROVEMENTS. 6. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 7. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF ARLINGTON STORMWATER STANDARDS, S70RMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON (SWMMWW)AND MANUFACTURE'S RECOMMENDATIONS B. CONSTRUC1 BUIIDINGS AND SITE IMPROVEMENTS,INCLUDING SITE GRADING,UDUTIES,CONCRETE SIDEWALK. SPLASH PAD.PUMPHOUSE BUILDING AND SUPPORTING MECHANICAL EQUIPMENT,REPAINING WALLS.AND PARK ELECTRIC AND LIGHTING AS SHOWN ON THE CONSTRUCTION PLANS AND SPECIFICATIONS, 9. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH CITY OF ARLINGTON STORMWATER SWMMWW, AND MANUFACTURES RECOMMENDATIONS. 1D.PERFORM SITE CLEAN-UP AND TRIMMING AS NECESSARY. TRENCH NOTE �_ SITE DETAILS ADDRESS: 127 COX AVE -- ARLINGTON, WA 98223 IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT =- PARCELS: 00461804500801 (S02 T31N R5W) MEET THE OPEN PI1 REQUIREMENTS OF WSOOT SECTION 2-09.3(3)8,IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKERS SAFETY AND INNOVA ARCHITECTS AND ' ENGINEERING ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY EQUIPMENT MUST MEET THE -- REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT.CHAPTER 49.17 RCW. TOPOGRAPHIC NOTE •o• THE EXISTING CULTURAL AND TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN -_- SURVEY NOTES. PART,BASED UPON INFORMATION FURNISHED BY OTHERS WHILE THIS INFORMATION IS BELIEVED TO BE -7 =- RELIABLE.INNOVA ARCHITECTS AND ENGINEERING CANNOT ENSURE ACCURACY AND THUS IS N07 -- FOR ADDITIONAL SUBDIVISION INFORMATION,SEE SURVEY RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH -- RECORDED UNDER AUDITOR'S FILE N0. 0000000000, MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. RECORDS OF SNOHOMISH COUNTY, WASHINGTON. BOUNDARIES ESTABLISHED PER THIS SURVEY MAY NOT UTILITY NOTE - CONFORM TO EXISTING LINES OF OCCUPATION AND FENCE LINES AND COULD RESULT IN POSSIBLE �j _ BOUNDARY DISPUTES. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY AND HAVE NOT BEEN O` -- BASIN OF BEARING. INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT OCCUR DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ALL UNDERGROUND UTILITIES. INNOVA ARCHITECTS AND ENGINEERING ASSUMES ° ASSUMED MAGNETIC NORTH NO LIABILITY FOR THE LOCATION OF THE UNDERGROUND UTILITIES. - e VERTICAL DATUM: NAw ae FILL NOTE __- -= ___ _ FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS,OR SUBSTANCES WHICH ARE HAZARDOUS, ••�••• DANGEROUS,TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE,FEDERAL, OR LOCAL LAW ORDINANCE, --- l • • _ UTILITIES CODE,REGULATION,RULE,ORDER OR STANDARD. ALSO CONFORM TO GEOTECHNICAL ENGINEER _-__ r ■ + N•.' A RECOMMENDATIONS. ---IY _ WATER -CITY OF ARLINGTON LEGEND = SEWER -CITY OF ARLINGTON s STORM - CITY OF ARLINGTON 1 § POWER -SNOHOMISH COUNTY PUD NAT GAS -CASCADE NATURAL GAS O EX FENCE E PR.STORMDRAIN •••!0 Z = _ EX.WATER UNE W PR.WATER LINE -- ••�•o/ •"••• •"••• _ C=_ E% STORM UNE : PR.SEWER LINE - •:NOR•.110 EX STORM MANHOL • PR.SEWER CLEANOUT / U EX LIGHT POLE O PR.TYPE 2 STRUCTURE UI • PR.AREA DRAIN PR.HDLLARD 2 -(•} PH LIGHTPOLE O U TT` Q PR.YARD DRAIN 0 o� E% ASPHALT PR,ASPHALT 5 I1 EX.CONCRETE PR CONCRETE f/1 EX GRAVEL • S g O 5 GRAPHIC SCALE JO U A/ M —� Know what's below. F IN FEET) Call before you dig. 7 AUTOCAD FILE E AUTOCAD DRAWING FILES ARE AVAILABLE FOR SITE LAYOUT UPON REQUEST. REFERENCE PLAN CHECK BY DATE U'... W. MCC, APPROVED FOR CONSTRUCTION ox'barchilects CITY OF ARLINGTON HALLER PARK SPLASH PAD SHEET NO. C DEPARTMENT OF JAMES X KELLEY, P.E. I `� SHEET 2 PUBLIC WORKS DIRECTOR L�1PUBLIC WORKS CIVIL COVER SHEET DATE NO, REVISION BYDESIGNED BY: DRAWN BY: seD E,cocro;c SHIie dSDOF°""'w.A oea°` PROJECT N0. P02.427 BID SET 21 MARCH 2O18 g' DATE APPROVED: ,,2-INIr SHEETS - mZ� GENERAL NOTES _- 1. PROVIDE SEPARATION BETWEEN WATER AND SANITARY SEWER IN ACCORDANCE -WITH THE CITY OF ARLINGTON STANDARDS AND SPECIFICATION. _- 2. PROVIDE TRAFFIC CONTROL AT WEST COX STREET AS REQUIRED FOR UTILITIES - - CONNECTION WORK WITHIN THE ROADWAY RIGHT-OF-WAY. '0; �N. - - 3. COORDINATE PUMP HOUSE(MECHANICAL BUILDING) WATER, SANITARY SEWER • CB-, AND STORM CONNECTIONS WITH THE MECHANICAL PLANS. I TYPE 1 - - 4. SEE THE ELECTRICAL PLANS FOR SITE LIGHTING. (E)GRAVEL PARKING ,,,,��""sue�s,.. •! N:44126& 4 - 5. SEE THE MECHANICAL AND ARCHITECTURAL PLANS FOR SPLASH PAD WORK. �Y'8j E:1324695.880 - ff RIM-72.2 6. SEE SPECIFICATION FOR ADDITIONAL UTILITIES REQUIREMENTS. TANK DRAIN - - 7. ALL WORK SHALL CONFORM TO THE CITY OF ARLINGTON STANDARDS AND 12" IE=67.88 (OUT) MECHANICAL PLANS = - SPECIFICATIONS. 4" IE=68.50 FROM RAIN DIVFRTER' _ _ J$EY/ER LINE CONNE ION. -B. ALL UTILITIES SHUT-DOWNS/OUTAGES SHALL BE COORDINATED WITH THE CITY C 6: IEA&54•. .22 LF 6•RD O OR OF ARLINGTON PRIOR TO ANY WORK. • ' ' • - ' • • • ' ' - 9. EXISTING UTILITIES SHOWN ARE TAKEN FROM CITY OF ARLINGTON URUTIES - �J SDCO-2 RECORDS AND HAVE NOT BEEN FIELD LOCATED. CONTRACTOR SHALL ARRANGE �p+� •• -••••••• ••••••••••'• N:132471. - COLLECTION TANK AND COORDINATE UTILITIES LOCATE AND PROVIDE A TOPOGRAPHIC SURVEY Q F 7 _"••• _ _ _ _ _ • _ , , , E:13247,7. 3 _ - -� TOP OF TANK = 72.Ot PRIOR TO ANY WORK OR ORDERING OF MATERIALS. CONTRACTOR SHALL RIM69.16 _ NOTIFY THE CITY IMMEDIATELY IF PLAN WORK CANNOT BE PROVIDED AS CB-2 . . . . . • IE=69.16 - - SHOWN. TYPE 1 • • • . • • _ _ • • • - • 11 =- N:441255.2213 s - E:1324506.3475 • • . • • • • RIM-69.7 - -•,• •• _ O f7 4" - !1 +• KEY N❑TES. 12" 3 2"SSCO-3 LF C i 07L 3 N SDC2 .2470 it GRADE TO DRAIN TO CONCRETE INLETS. PROVIDE CONCRETE INLET PER WSDOT STANDARD PLAN B-25.60-01. _- • ,. x N1424702. 615 E132473&5194 4 - - E:1324702.4615 6" ♦ RIM70.48 �2 ADJUST EXISTING CLEANOUT FLUSH WITH WALK. SEE CLEANOUT DETAIL C4 1 _ • d RIM=71.98 9 - -•. - -70.48 SPLASH PAD IE=69.06 79�p 10 �3 6"SSCO-1 SEE MECHANICAL Q SEE CLEANOUT DETAIL 1 - ' - - ,:• ,:,:-"•:• GRAIN FROM O R YDECKDESIGN 1 PLANS FOR BUILDING CONNECTION) ® CONNECT TO EXISTING 8"SANITARY SEWER MAIN. er - - - ••• ••• ••••••. SEE MECHANICAL PLANS FOR DESIGN - ..E,' N:441229.7148 -1i__ ❑3 2" S5c0-a 2 E:1324743.6181 _ _ _•,s' N:441249.7774 - RIM=73,3t ❑5 CONNECT TO EXISTING STORM MANHOLE. 3 _ •,•,•,•,•••, E:1324705.767 •. . 6"IE-71.37 RIM=71.98 © PROVIDE ROOF DRAIN LINE FOR PUMP HOUSE(MECHANICAL BUILDING) ROOF DOWNSPOUT. SEE DETAIL C4.0 1 0= --,-,•.•.•.•.-.•.•.•- 50, 8•� 71 CONNECT EXISTING 2" WATER SERVICE TO PUMP HOUSE (MECHANICAL BUILDING). THIS SERVICE LINE HAS NOT BEEN FIELD •-••••••••'•••'•'•'•'• _ - 1 1 LOCATED. LOCATION SHOWN WAS TAKEN FROM CITY OF ARLINGTON UTILITY RECORDS. CONTRACTOR SHALL FIELD VERIFY evL _ _ _ _ _ _ _ •�• 16^EE�B' LOCATION AND INVERT ELEVATION AND EXTEND TO SERVE THE MECHANICAL BUILDING. - , . . . . , . , ° 66 LF 8• , - e 45 LF1�" pVC)O 3.5% (PVC)O 3.57{ EXISTING GRAVEL PATH TO REMAIN. - - - - SS O 1.OS w - T• CRETE INLET-3• 's 3 8' 0-2 Q PROVIDE 4"x2" AND 6"x4" REDUCER TO SEWER PIPE AS REQUIRED. ��\ �_- - 'N'4NI7168.129? •_•_•,•,•,' s• O .•. f7 Lf 2• �N: 1213.7629 E7.0: _ • �7 WATER(PE). , •1$24744.8601 �9 RAIN DIVERTER SEE MECHANICAL PLANS. p- - t• RIM 73,3f E 1, ° IE 81 DEBRIS TRAP SEE MECHANICAL PLANS. C8 • . . _ • . 5 4 4 TYPE 2- S_ - t 11 PROVIDE ASPHALT PATCH C4.0 SEE DETAIL C4 2 FOR TRENCH DETAIL. N:441166.4 81 - A E:1324505.7 72 J 12 CONTRACTOR SHALL COORDINATE WITH THE CITY OF ARLINGTON FOR RELOCATION ALIGNMENT OF E%ISTING 2" WATER MAIN RIM- 2.4 - - f AT PUMP HOUSE ENVELOPE. 12" IE=66.1 (N) BJ 6.f.8•.SO O�.OX 2 ❑3 6" SSCO-5 ss�>o O N:44653.6929 7784 y 12" IE=66.1 (S) - - e a E:1324653.7784 01 8" IE=68. (E) RIM=74.8t IE=68.03 o Q e O CONCRETE INLET-2�1 • N:441140.3103 - • _ = E:1324557.1653 ^ _ _ RIMI72.5 E=70.14 s •� CRETE INLET-1❑1 ! 0 y N� N1441117.2341 rL •1 2 TYPE 2 S-4 N E:1324556.5257 K /' RIM=72.6 a r 13411 .2814 50 8" IE=70.6 (OUT) RiM-73.0 c 1 IE-65.74 (N - - • r" 12" IE=65.74 (SE � � o r 25 if 12 ... SD O 0.62X -- _- Y GRAPHIC SCALE - > 4 CONNECTION TO EXISrnNG 8";.MAIN___ 11 W T COX STREET IE-66.9 O O' % A ° ^ � tt h d a ( IN FEET) - � IE= 65.59-(12" NW) 54.5tREFERENCE APPROVED FOR CONSTRUCTION HALLER PARK SPLASH PAD SHEET NO. PLAN CHECK BY DATE Orb a r c h I e C s BaVkc CITY OF ARLINGTON 4 ` DEPARTMENT OF C3.0 ^ X KE P.E. PUBLIC WORKS UTILITY PLAN SHEET � � PUBLICUBLIC WORKSS DIRECTOR DATE NO. REVISION BY q OF Q aoin®� p3o Pa,:�ric a;,smlcaw 3 8 a DESIGNED BY: DRAWN BY: �igr4t 941 0 :, evn aam2 PROJECT NO P02.427 BID SET 21 MARCH 2O18 DATE APPROVED: �s,-,�.-Iona SHEETS TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTES: 1. APPROVAL OF THIS EROSION AND SEDIMENT CONTROL(ESC)PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN JOINTS IN FILTER FABRIC SHALL BE (E.G., SIZE AND LOCATION OF ROADS,PIPES,RESTRICTORS,CHANNELS,RETENTION FACILITIES,UTILITIES, ETC.). SPLICED AT POSTS. USE STAPLES, 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION,MAINTENANCE,REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE WIRE RINGS OR EQUIVALENT TO ATTACH25'MIN, RESPONSIBILITY OF THE APPLICANT/ESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. FABRIC TO POSTS, 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY A CONTINUOUS LENGTH OF SURVEY TAPE(OR — - - `•` FENCING,IF REQUIRED)PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE 2'XZ'BY 14 Ge,WIR �\ OR EQUIVALENT,ICf PERMITTED. THE CLEARING LINTS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION Of CONSTRUCTION. I STANDARD SIREN 7H 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION NTH ALL CLEARING AND GRADING SO AS TO I I I FABRIC USED z ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS.DRAINAGE SYSTEMS,AND ADJACENT PROPERTIES IS MINIMIZED. 1 I I 3 4'-B'QUARRY B. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANIICIPATED SITE CONDITIONS DURING THE CONSTRUCTION PERIOD. I I I FILTER FABRI SPALLS \ THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS I IF A ROADSIDE DITCH (E.G.,ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.). I I - --- IS PRESENT,INSTALL GEOTEXTILE PROVIDE FULL WIDTH 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/ESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING ---1•U------- _ 'h'-" DRIVEWAY CULVERT OF INGRESS/EGRESS WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES DURING THE WET SEASON(OCT. 1 TO APRIL 30)AND OF MONTHLY __I i_ ___ PER KCRDCS 12'WL AREA REVIEWS DURING THE DRY SEASON(MAY 1 TO SEPT. 30). IZ_6'MAX.—J I� 1T41CKNESS 7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS,THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR I I POST SPACING MAY BE I I MINIMUM 4%4' THE SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS(E.G.,SEEDING,MULCHING,PLASTIC }_J INCREASED TO B'IF WIRE BACKFILL TRENCH WA VATIVE NOTES: COVERING,ETC.). BACKING IS USED SOIL OR 3/4-TO 1-1/2 B. ANY AREA NEEDING ESC MEASURES NOT REQUIRING IMMEDIATE ATTENTION SHALL BE ADDRESSED WITHIN FIFTEEN(15)DAYS. WASHED GRAVEL PER KING COUNTY ROAD DESIGN AND CONSTRUCTION STANDARDS(KATION, 9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN FORTY-EIGHT(48)HOURS NOTE: FILTER FABRIC FENCES DRIVEWAYS SHALL R PAVED A EDGE OF LNG OF PRIOR TO INSTALLATION OF THE FOLLOWING A STORM EVENT. SHALL BE INSTALLED ALONG 2'X4'WOOD POSTS,STEEL CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. FENCE POS75,REDAR,OR 10.AT NO TIME SHALL MORE THAN ONE(1)FOOT OF SEDIMENT B CONTOURS WHENEVER EQUIVALENT IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF E ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE POSSIBLE THE PAD. DOWNSTREAM SYSTEM. 11. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES,SUCH AS WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 12.ANY PERMANENT FLOW CONTROL FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL 4,\SILT FENCEnCONSTRUCTION MEASURES TEMPORARYAND FACILIT'MLL UST VIDE BE BE CRADEDATE SO THATTAGE THECAPACITY. F THE BOTTOM AND SIDES ARILITY IS TO E AT LEAST FUNCTION THREE FEET ABOVE THE FINALFlCRAOE OF THE LTRATION PERMANENT, THEx.T.s. L N.T.S. FACILITY. 13,WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED,IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 2 TO 3 INCHES. 14.PRIOR 10 THE BEGINNING OF THE WET SEASON(OCT. 1),ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY INSPECTOR. THE CITY INSPECTOR CAN REQUIRE SEEDING OF ADDITIONAL AREAS IN ORDER TO PROTECT SURFACE WATERS,ADJACENT PROPERTIES.OR DRAINAGE FACILITIES. 15.UPON COMPLETION OF THE PROJECT,ALL DISTURBED AREAS MUST BE STABIUZED AND BEST MANAGEMENT PRACTICES REMOVED If APPROPRIATE, TEMPORARY COVER: 1. SCHEDULE: 1.A. FROM OCTOBER 1 TO APRIL 30 ANY 0151URBED AREA IN WHICH NO ADDITIONAL WORK WILL BE PERFORMED WITHN 2 DAYS SHALL BE PROTECTED. I.B. FROM MAY 1 TO SEPTEMBER 30 ANY DISTURBED AREA IN WHICH NO ADDITIONAL WORK WILL BE PERFORMED WITHIN 7 DAYS SHALL BE PROTECTED BY STRAW MULCH,WOOD FIBER MULCH.COMPOST,PLASTIC SHEETING.CRUSHED ROCK, OR OTHER APPROVED MFTHODS. 2. PREFERRED MULCH,HAY,OR STRAW: 2.A. DEPTH OF THE APPLICATION A MINIMUM OF 2 INCHES. SEE ARCHITECTURAL PLANS FOR B•REPLACAIENT HMA 2.13. APPLICATION RATE - DOWNSPOUT LOCATION AND CL-0B,PG Ed-n 75 TO 100 POUNDS(TWO TO THREE BALES)PER 1,000 SO. FT. BUILDING CONNECTION DETAILS 1.5 TO 2.5 TONS(90 TO 120 BALES)PER ACRE SEE ARCHITECTURAL PLANS FOR — E 3. IN AREAS 2:1 OR STEEPER,ALL WINDBLOWN AREA MULCH MAY NEED TO BE ANCHORED DOWN WITH THE NETTING, KEPT MOIST,OR BE AN EQUIVALENT DOWNSPOUT LEADER SIZE } i APPROVED METHOD. .� r PERMANENT COVER: NOTES: 1. CONSTRUCTION ACCEPTANCE WILL BE SUBJECT TO A WELL ESTABLISHED GROUND COVER THAT WILL FULFILL THE REQUIREMENT OF THE APPROVED 1, CONNECT TO DRAIN LEADERS PER CONSTRUCTION PLAN. COUPLING SCH 40 PVC GRADING&DRAINAGE PLAN, 2. ALL DISTURBED AREAS, SUCH AS RETENTION FACILITIES,ROADWAY BACKSLOPES,ETC., SHALL BE SEEDED WITH A PERMANENT GROUND COVER OR AS 17E MIN SLOPE - DIRECTED BY CITY INSPECTOR TO MINIMIZE EROSION.GRASS WILL BE DONE USING AN APPROVED HYDROSEEDER OR OTHERWISE APPROVED BY 2. A WATERTIGHT CONNECTION SHALL �. J9 BE MAINTAINED WITH ANY ENGINEER. 0 COMPACTED SUBGRADE PREPARATION OF SURFAC E TRANSITION FROM SCHEDULE 4 SCH 40 PVC SIZED TO PVC PIPE TO ANY OTHER PIPE FIT ARCHITECTS TYPE DETAJL NOTES: 1 ALL AREAS TO BE SEEDED SHALL BE CULTIVATED TO THE SATISFACTION OF THE ENGINEER OR CITY INSPECTOR. THIS MAY BE ACCOMPLISHED BY DOWNSPOUT SIZE 1. HMA GHALL MATCH THICKNESS OF EXISTING ACP,BUT SHALL BEND LESS THAN TTHICK 015KIHC,RAKING,OR OTHER ACCEPTABLE MEANS. 45'SCH 40 PVC 3. TRACER WIRE SHALL BE INSTALLED 2 COMPACTION 95%MAX DRY DENSITY(MODIFIED PROCTOR) 2. IMMEDIATELY FOLLOWING FINISHED GRADING, PERMANENT VEGETATION(CONSISTING OF RAPID,PERSISTENT,AND LEGUME)WILL BE APPLIED(MINIMUM BD ON ROOF DRAINS TO POINT OF POUNDS PER ACRE). THIS IS TO INCLUDE THE FOLLOWING: 20 PERCENT ANNUAL PERENNIAL OR HYBRID RYE GRASS, 40 PERCENT CREEPING RED OUTF ALL. FESCUE, 40 PERCENT WHITE CLOVER,HYDROSEED AS REQUIRED. SCH 40 PVC SEED MIXTURE SPECIFICATION(DOE STD.) (SEE PLANS FOR PIPE SIZE) NAME PROPORTIONS BY WEIGHT PERCENT PURITY PERCENT GERMINATION WYE SCH40 PVC INI RED TOP 10 PERCENT 92 90 (AGROSTIS ALBA) SEE NOTES/j1 AND y2 2 ANNUAL RYE 40 PERCENT 98 90 oB (LOLIUM MULTIFLORUM) a" CHEWINGS FESQUE 40 PERCENT 97 BO (FESTUCA RUBRA COMMUTATA) rn (JAMESTOWN,BANNER, III SHADOW OR KOKET) WHITE DUTCH CLOVER 10 PERCENT 96 90 (TRIFOLIUM REPENS) FOR OTHER SEED MIXTURE USE LOCAL SUPPLIER RECOMMENDATION KITH THE APPROVAL FROM THE CITY ENGINEER. nDOWNSPOUT LEADER CONNECTION DETAIL ASPHALT PATCH AND INTERFACE DETAIL J N.T.S. RT.S , O n Know what's below. L Call before you dig. E REFERENCE PLAN CHECK BY DATE e, NeCp APPROVED FOR CONSTRUCTION snbarchi(ects CITY OF ARLINGTON HALLER PARK SPLASH PAD SHEET NO. ��Jdo �•, .�� C4.0 DEPARTMENT OF � SG • DAMES X KELLEY, PE PUBLIC WORKS NOTES AND DETAILS SHEET E PUBLIC WORKS DIRECTOR DATE NO. REVISION BY S ?�.i���°¢� °sD P,.In ASOH0a;e 5 OF DESIGNED BY: DRAWN BY: a M1q• IncaNa WA B8402 PROJECT NO P02.427 BID SET 21 MARCH 2O18 y DATE APPROVED: 2aT5%71kKtI I SHEETS AID CTSR no* STII[CI"MIN SDEWAIIT AND (T�GRAN j CWEA$Y N IIXONo) MSM CURB r -------- �--- -� TOP 3' L TOP sLAB RECRS,BR¢Ks(R ROWS I I MAn a I""FS MIN COMPACTION 05x MAX DENSITY 7■ I I ; EB_,!:A ';- wIr: -Mfe OR LADDER FMOIfM c%NItl cm A_ I1 I B 1 D A L —J L— ----JF A I I Ae'a'N' uc muo DISC COVER �(TYP) ���) BACKFlLL MIN COMPACIipF R 42�'-O"FOR TYPICAL LOT PLACEMENT Box MAX DENSITY 1PRECAST BAY 1 TINTEGRAL RBER t r BDPRE-GBI BASEr i1.Rm.16 50.MJR.E.W.(4B'CB) S 1yMBBTPCN25 SO N/p..W. W:CB) 14'MIN.RS 50 w/TI E.W.(m'CB) YM 24 SO «/nE.W.((22' ` I .RB SO.«/FT.E.W.(BB'CB) 42•MAX PIPE ZONL MIN COMPACTION TOP VIEW SECTION B-B .-01FFOR b..ae&Lace BOX MAX DENSITY MVEL BACKi1LL Ix BASE OR SAM M,TDUNMiDNS 4 6' NOTE: "BFAT'MY B•1«l aasrcrtD amp "VWIEW p HATTRLAL USED ER As BEMrc/v BAY ONL1 PLAN VIEW 'GRADEE10-NON 00.ASTM-Ave, ELEVABPADE OUSCOA I WOH •Fpp SEPNUIEfWN AS MATERIAL YM MAX DENSITY SECTION A'A BOIXNIDVB COATING. CAST-N-PLACE DNLY AS REWIRED Bvx MAX D(NBI1V �L p IncKKD HOLES,TO BE PROVIDED NOTES: I J! � 5 CASW TU UESS FOR TWOSTEEL 1 A• �- s/e'PIA STNNlE55 STEEL, FOR1BVAM 11 ILK"ONLY) I HANDHOI N DOOR OR ADJIATMINT BECDON NOTES: `-------'-- SOCKET HID CAP SCREWS.NO (( SHALL HAVE A 5'MINIMUM CIFANNNCE STEPS N 1 YARD GMINB TO BE CON IRLCIEp FROM CMCME 04K N ACCORDANCE BOTH ASTM C14 SECTION PART OF SCREW WILL PROTRUOE O.R] N./FT,E.W.(4B'CB) O UNLESS OTHERWSE WYJ4,F ON MT FSANS OR NORM N THE SPECBRATIONS. ABOVE CRATE. BID SO.N./FT.E.W.(SI'CB) GTCX BASIN SMALL HAVE r MNWNI D.25 B0.N./FT.EW.(e0•C ALTERNATING NO STEPS ARE R LEVED WREN b' CUTOUT HOLE SEE IS EQUAL TO OUTLET PIPE OUTSIDE DNMEIER PWB YARD DRAW WALL IS C OR LESS HANM0 D5 SHALL BE PIACED IN 2 p OM1E ro N USm WFTH+Was 0.l5 s0,N,/FT.EW.(T2'CB AIYRMnNG DRAM RINCB OR lE/ElN1G BRICK O THICKNESS SHOWN IN 310 OCLM SO-000 0.30 SQ.N./H.E.W.(BB'CO) COURSE VI A MNNIIM Di DINE IMNDHND CONNECIDN M OUTLET PIPE ro BE MDRTRED AND MADE FLLSH WITH DUDE DF THE NOTES: / Q GRAY BEAOM a N 2LL TEGLY BETWEEN THE LAST STEP AND TOP OF THE OO YARD GRAIN WALL ' FNSHED GRADE. CAST PADS. ALL BLCKFlLL MATERIAL SMALL BE PLACED IN COMPACTION TESTS SHALL BE AS REQUIRED BY THE 2 MNNIM SDN BEARING STRENGTH SMALL EQUALO CAST BION BELL CAMrt ITS 1110 DLL IFECEIS ul0 0(R1OS RIbN BIM TAU OF UFTS NOT TO IXCEED 12 INCHES BEFORE CRY ENGINEER,BUT IN NO CASE LESS THAN 2 TESTS p CAST PoCKEI LIFT HANDS b'HANG 3.b0U POUNDS PER SO NRE FOOT BELL THE EMIT SMALLNNIE SLOTS EAtE57 TWf COMSTTUE e0 POICOT opt*AREA COMPACTION UNLESS AUTHORIZED BY THE CITY EVERY 200 FEET OF TRENCH(DINE AT SUBGRADE AND U FOR 04ARPDC Y v BQL UWAC1 S'WLL Y FNBMO 10 Ass RE NON-pClrMp FIT ENGINEER DUE TD THE CHARACTER OF THE ONE AT 50x OF TRENCH DEPTH). .. SECTION C-C p NON-SKID DIAMOND)PATTERN _- .. - O MORIAR SHALL BE PLACED BETWEEN EACH LEVEL WIIM ANY COVER POSTTION. MATERIAL AND THE COMPACTING EOUIPMEM. APPROX R-1/211'R1/e'HIM or ADJUlTNG NNB1L TOP DF lOP BLAB,AND MECHANICAL COMPACTION OF BACK FILL DETERMINED USING NUCLEAR METHOD,TENTH m IN-PUCE DENSITY AND MOISTURE CONTENT WILL BE Z PRECAST BASE JOINT BOTIDY Di NON"NO. OS WAvrtD GAAw w0E<e'M«.T%OF. WTERLAL SHALL NOT BEGIN UNTIL THE DEPTH 2922-71. «� A SEE THE STARBARD SPECNMAIDNS FOR MORE 0 vNBR f]'oB,r PTN nnITA REOUXIEYENIS. OF COMPACTED BACKFlLL kTERM,_IS 2 FEET ABOVE THE TOP OF PIPE LABORATORY LATENT W DRY DENSITY AND OPTIMU MOISTURE CONTENT WILL DETERMINED USING THE EACH THE R SHALL BE MECHANICALLY COMPACTED MODIFIED PROCTOR METHODD IN ACCORDANCE WITH TO TO THE REWIRES DE NV PRIOR TO PLACING ASIM D-1557 OF E SUCCEEDING UFfS OF ACKFlLL WIERNL DECIDING WT[BML MAIL BE 1L'MWUS O DDABZmR OP/SRWC W0"" STAMDAm 0[1M DMABTIm/r O7 ruwx BOIL S7A_NMF�DETAIL LV1 Y O M� L OD f a NLN BOm STANOUO DETAIL L\Z Y O/ L NAS DD'ARR�'r Of R'BLJC 11OW]o 51ANOMD CETAII Wm. STANDARD DETAIL w. Rmol STANDARD DETAIL MAIM MW envN« STANDARD DETAIL NUMBER N�N�B wM� STANDARD DETAIL NUMBED ZI CATCH BASIN TYPE 2 As r Ba NT r r SOLID COVER SD-080 •y� ♦° 40"• 54'. e0", 72" & Be" SD-040 •y'o< YARD DRAIN CONNECTIONS SD-130 '�' 2 U 1 N 5 L D VER CATCH BASIN TYPE 2 YARD DRAIN CONNECTION nTRENCH SECTION L N T.S N.T.S. 'T N.T.S. s a rR o G 7 Know what's WOW. a Call before you dig. E PLAN CHECK BY DATE 9 11cC� APPROVED FOR CONSTRUCTION O/Rbarchitects CITY OF ARLINGTON HALLER PARK SPLASH PAD REFERENCE SHEET N0. 1 DEPARTMENT OF C4.2 2 DAMES X C3 KLLEr. P.E. PUBLIC WORKS NOTES AND DETAILS SHEET DATE NO RE VISION [jY 4� PUBLIC WORKS DIRECTOR o dBFn®V� S 95U V.6fic!,YD,SuN:450 OF a DESIGNED BY: DRAWN BY: rGNAL 4�D' 7DCDT0 NW se4pz PROJECT NO PD2.427 BID SET 21 MARCH 2O18 7 $g' DATE APPROVED: Jg3b�"499 SHEETS GENERAL NOTES CONTRACTOR SCOPE TO INCLUDE CONCRETE SPLASH PAD AS SHOWN.SEE SP1.1 FOR ADDITIONAL INFO: 1. SPLASH PAD FEATURES SHOWN FOR INFO ONLY. COORDINATE LAYOUT AND INSTALLATION REQUIREMENTS,(INCL.SLAB FOOTINGS)OF SPLASH PAD FEATURES WITH MANUFACTURER. COLORED CONCRETE SEATING AREA DECK 2. ALL WORK SHOWN BEYOND SPLASH PAD(SP) SLAB.TABLES AND CHAIRS BY OWNER, DRAWING TO BE COORDINATED WITH CIVIL PLANS. SHOWN FOR GRAPHIC INFO ONLY VERIFY ALL ELEVATIONS AND ALIGNMENTS. "WET DECK"AT SPLASH PAD SURFACES.COLOR TO BE STAINED BY OWNER-SEE SP1.0 SP1.1 SPRAY FEATURES AND SPLASH ZONES DASHED,TYP VERIFY ////�� __ BOULDERS(4'-5'DIA)CAST IN WALL- WITH WATER ODYSSEY DESIGN APPROVAL BY OWNER BEFORE POURING CONCRETE.TYP.5 LOCATIONS CURB SEAT WALL CONSTRUCTION (4)SPLASH PAD DRAINS TO _ ___` / \ EXPANSION JOINTS 2 CIRCULATION SYSTEM PER CONC.DECK MECHANICAL.PAIRS OF DRAINS SP1.0 SP2.0 8'-0"CENTER TO CENTER PER CODE �� / �� W�T.PECK CONT CURB SEAT WALL, / SEE,/ �� w' \�I, A7 .` _ \� �` • I SP1.0 SP2.0 I � � `A�7► if f `` / E a - - ? SEAT&TERRACE WALL,SEE �TYP - -- SP1.0 SP2.0 PLANTING BY ARLINGTON PARKS ai CONTRACTOR PROVIDE 6"TOPSOIL. CONCRETE LANDING AREA.SLOPE TERRACE WALL,SEE TOSP2TO _P TOWARDS"WET DECK."COLOR TO BE SP STAINED BY OWNER. a -- - LOCATE FROG SCULPTURE HERE,FDIC. _ - - PLACE MIN 5'-0"OF PLAY-BARK AROUND FEATURE. a SPLASH PAD DEVELOPMENT PLAN gOSDL 8' 4' 0 8' 16' 118"=1'-0" (pl_splashpad.dwg) SP 1"�� 1/8"=1'-0" n' PLAN CHECK BY DATE APPROVED FOR CONSTRUCTION �O*barchiIcCIs REFEHALLER PARK SPLASH PAD SHEET NCE CITY OF ARLINGTON NO. � ' 1 DEPARTMENT OF SP1.0 N `- JAMES x KELLEY, PE PUBLIC WORKS SPLASH PAD DEVELOPMENT PLAN e:7 PUBLIC WORKS DIRECTOR -6 DATE N0. REVISION BY Na OF o DESIGNED BY: DRAWN BY: s o r, A suacs s PROJECT NO. BID SET 21 MARCH 2O18 SHEETS DATE APPROVED: '253-97-99D3 ALIGN W/CONCRETE TERRACE - 314"CHAMFER ALL AROUND #`i @ 16"OC CONCRETE TERRACE WALL, WALL,(74 83')CROWN TO CENTER 10-#4 @ B"OC CONT W/#4 CROWN TO CENTER&BROOM &BROOM FINISH TOP FORM TIES LAID OUT VERT EA FACE @ 16"OC FINISH TOP(74.83') SYMMETRICALLY,REMOVE CONES + 3/4"CHAMFER ALL AROUND AND SEAL EXPOSED TIE END WITH FORM TIES LAID OUT ALIGN WICONCRETE CURB — I° I• �_� SEALANT °I I LANDSCAPE BY OWNER CONCRETE CURB SEAT WALL,(73.33') #4 @ 16"OC SYMMETRICALLY, ( LANDSCAPE BY OWNER REMOVE CONES AND CROWN TO CENTER&BROOM FINISH TOP 10-#4 @ 8"OC CONT W!#4 VERT SEAT WALL,(73.33') ` I °I� L I SEAL EXPOSED TIE EA FACE @ 16"OC M III— 11_1 I I; °P END WITH SEALANT _ _ FORM TIES LAID OUT SYMMETRICALLY, J I I I I—I I I—I I I REMOVE CONES AND SEAL EXPOSED TIE 3/4"CHAMFER ALL AROUND a I 1=1 I = 6"MIN TOPSOIL CONC LANDING AREA. y — END WITH SEALANT (SLOPE TO 73.33') r° I I I-III—III-I CONC WALK PER CIVIL,(ELEV VARIES) 1/2"DEEP BY 12"TALL REVEAL FULL + I III—1 I 1—I 1/2"DEEP BY 12"TALL REVEAL FULL - OR CONCRETE LANDING PER SP1.0 WIDTH OF WALL AT SPLASHPAD, _ I t o t _ WIDTH OF WALL AT SPLASHPAD, HI _ < (73.33) FOR TILE ART BY OWNER.LEAVE 4" _ • i I I—I I i—I 1 1-1 FOR TILE ART BY OWNER.LEAVE 4" FROM ENDS EXPANSION JOINTS + a {� ) FROM ENDS EXPANSION JOINTS —X—X—X AND BOULDERS. I - i I 1 El I El I 1 AND BOULDERS.SEE I I< I °I 10-#4((�B"OC CONT W/#4 — — as _t o " I I-III—III—1 1• 5 °I q 1 3/4" VERT EA FACE @ 16"OC I=111=111 SPZO SP2.0 i YNP a ! 7 . WET DECK(72.00') 1NP +� -#4 @ 16"OC h WET DECK(72.00') —III 11 I•—1 1 1" l � - - - t. I a° as a�� ��" * • � - - - �. I �° a � - _- .r ,. ;D STRUCTURAL FILL " — ;Z CIVIL PER — I I I III I I 1 I 1-I I I-I I I- I I_I STRUCTURAL FILL la m PER CIVIL 4-#4 CONT W/#5 TRANSVERSE _ _ @ 16"OC _' 444 CONT W/#5 TRANSVERSE @ SUBGRADE PER CIVIL _ I—� I— SUBGRADE PER CIVIL 16"OC ! - III— I� HOOK VERT BARS FOR LAP ONTO I I i—III—III - TERRACE WALL r1 5' 1'6" 9� I CONT BARS(LOCATE IN SAME 5" 18"' 9' HOOK VERT BARS FOR LAP ONTO 1 1/2"=V-0" (det-04.dwg) SP1.0 SP2.0 PLANE AS TRANSVERSE BARS) CONT BARS(LOCATE IN SAME NOTE:PROVIDE THRU-CURB CONSTRUCTION/EXPANSION PLANE AS TRANSVERSE BARS) JOINTS AS SHOWN,PER 2/SP2.0 NOTE:SEE 1/SP2.0 FOR NOTES IN COMMON CURB SEAT WALL SEAT&TERRACE WALL 1 1/2"=V-0" (det-01.dwg) SP1.0 SP2.0 1 1/2"=V-D" (det-03.dwg) SP1.O SP2.0 SLOPE BENCH TO DRAIN TO WET DECK,TYP.— AT CONC LANDING AREA,ALIGN SLAB AT LANDING AREAS WITH T.O.BENCH.SLOPE 2%AND SHAPE PROFILE TO DRAIN AT DRAINAGE GAP DRAINAGE KNOCKOUT,2"GAP AT JOINT J iV 4 —XX E EXPANSION JOINTS AT APPROX.16'OC. 5 • TOP OF TERRACE I� HOLD REINFORCING 2"CLEAR OF END RETAINING WALL z I' OF POUR j wvj� J (73.33) 1/2"x6"DEEP JOINT FILLER WITH"PEEL TOP" j �' �� TOP OF SEAT KNOCK-OUT AT EXPANSION AT SIDES&TOP INSTALLED ON FIRST POUR M �. WALL(73.33') 2- JOINTS,TYP. PRIOR TO SECOND POUR f _ a REMOVE PEEL TOP WHERE EXPOSED " &FILL W/SEALANT :� - --- ------ _1 r � — ———4' 4 1 11 y e �i II I I II I 11 1 I II o ';4` a r�, 11 I I II IL_- _ - WET DECK _ (72.00') EXPANSION JOINT PER 2/SP2.0 1/2"DEEP BY 12"TALL REVEAL y LOCATION OF TILE ART BY OWNER .-1 CURB SEAT WALL PER 1/SP2.0 a i 8" 4" 0 6" 1' 2' a SEAT WALL EXPANSION JOINT �� CURB SEAT WALL ELEVATION S 1 1/2"=1'-0" 1 1/2"=V-0" (det-02.dwg) SPL0 SP20 1 1/2"=1'4' (det-05.dwg) SP2.0 SPY.0 E _ PLAN CHECI( BY DATE APPROVED FOR CONSTRUCTION oanbarchi!ecls CITY OF ARLINGTON LER PARK SPLASH PAD REFERENCE HAL o� SHEET NO DEPARTMENT OF SP2.0 PJAMEBLI X KEL`ERKS RECTOR PUBLIC WORKS SPLASH PAD WALL DETAILS I jDA?E NO REVISION 6Y SHEET a I iDESICNED BY: DRAWN BY: 9DO Faulk Ave S,:i:�n5o OF I 1 DATE APPROVED: `` `r_Am4`' PROJECT No ' �: BID SET 21 MARCH 2O18 SHEETS GENERAL NOTES 1. BUILDING PROVIDED BY CXT PRECAST PRODUCTS BASED ON PLAN SHOWN. 2. MECHANICAL EQUIPMENT SHOWN HERE FOR COORDINATION ONLY.THE"SKID"FOR THE EQUIPMENT TO BE PROVIDED AS A PACKAGE FROM WATER ODYSSEY/N.W.PLAYGROUNDS.CONTRACTOR SHALL INSTALL ALL THE PIPING AND CONNECTIONS PER THE MECHANICAL DRAWINGS TO CONNECT THE"SKID"TO THE SPLASH PAD AND MAKE IT FULLY OPERATIONAL.. 3. CONTRACTOR RESPONSIBLE FOR COORDINATING BLOCKOUTS WITH THE LOCATIONS FOR WATER AND POWER STUB-OUT INTO THE BUILDING.CONCEPT SHOWN HERE FOR PLANNING PURPOSES. PAIR OF 4'-0"x 12"BLOCK-OUTS FOR MANIFOLD 1'-0"x V-0"BLOCK-OUT FOR PLUMBING: PIPING. 2"COLD WATER EYE-WASH FLOOR DRAIN BLOCK-OUT . 6"STANDPIPE 24'-0" MAX.TO ROOF EAVES 22'-0" T-0- 10'-0" 4'-0" MEQH.SK I I I I CLEAR - - - - - - - HBI � t _t I I � I (fr I N CHEMISTRY n STORAGEI 6' 2O 3$ 4'-V 6" 4'-6' 4'-D" 001' I I 3W j I w II ' CONCRETE PATIO o m x 9 4 p 4�' (18'_0"x 12'-0") ro U~O N � K w} I O Z _ �m w oo.. UTILITY M I \ o i CHEMISTRY E STORAGE II - z 2'-6" 5'-6" V.D. 2'4 r iv I m I ELECT.I - - - - - - - - - - - - - - - -� 0 a " 4'-0"x 1'-0"BLOCK OUT FOR PLUMBING: (2)FLOOR DRAIN BLOCK-OUTS T-6"x 6"BLOCK-OUT FOR ELECTRICAL CONDUITS: 6 . 4" SUCTION . INCLUDE MAIN POWER TO PANEL.METER AND 75 . 6"FEATURE SUCTION DISCONNECT.METER&DISCONNECT TO BE 8` . 3"MANUAL BYPASS MOUNTED ON EXTERIOR WALL . (2)3"ACTUATED BYPASS . INCLUDE STUB-OUT FOR FUTURE IRRIGATION . 3"RETURN TO FILTER CONTROLLER MOUNTED ON INTERIOR WALL o • 3"TANK DRAIN BUILDING FLOOR PLAN , of a 1l2"=1'-0" (pi-01.dwg) A7.0 2' 1' 0 2' 4' 6' 1/2"=114" E PLAN CHECK BY DATE' j APPROVED FOR CONSTRUCTION '1"-1 ChI+CCts CITY OF ARLINGTON HALLER PARK SPLASH PAD REFERENCE SHEETTO.N0. DEPARTMENT OF MECHANICAL BUILDING A1.0 AMES x KEE EY, PE PUBLIC WORK CXT CONCEPT PLAN S"`s` T REVISION BY PUBLIC WORKS DIRECTOR O S 8 DA E NO DESIGNED BY: DRAWN BY: seoPc,-,iic.Avesncanic of a . , PROJECT NO_ BID SET 21 MARCH 2O18 DATE APPROVED: L53-S2-a�03 SHEETS PLAN NOTES O(6)FILHUR 35741 FILL IiR CARTRIDGE UNITS FOR FEATURE SUCTIONL wpi—WFS MA MK 2O Will Will w� RR WFS RiS REFER TO CIVIL DOCUMENTS FOR CONTINUATION, PT-1- RD, SPRAYPAD DRAIN PIPING rWFS S B"WFS M911��' 4"STORM S , B"WFS �1 1 _ - _ - f I I-•I I W. RPi #TO WATER 22,,32.TOTAL E 2 GPM, T'ACTUATED BYPASS tlLADERMI )IL'STIC WATER I I /-I' w� ��TO WATERFEATURE Y ACTUATED BYPASS— 2' HEADERAJLSTIC Y �1.175' 1 31,TOTAL 5 GPM, t6 2 3"ACTIIATEDBVPASS 3"MANUAL BYPASS -o 5 1• 1-1J2' wPs If wrs--�TO WATER FEATURE 3, s 3-TOTAL 13 GPM, (D 2"TANK OVERFLOW DRAIN �•—•'"'F�•���'—• VF0.1 VFD FM-I 5 //^'1� tV-I 6'fEATl1RE �� TO WATER FEATURE SUCTION YI PI f5 1 ]•H 4• p1 I I I 91Pd 11�d—r 24 TOTAL 11 GPM, 2"PVC BACKWATER VALVE wFS wFD MPS r-- __, PP-I S 1WFV' 3.112' d_"TO WATER FEATURE I II � 35.TOTAL 7 GPM_ w��.Fs—r TO WATER FEATURE 29.TOTAL 9 GPM. 1 e CT-1 CT-2 O I . _-1 12' TO WATER FEATURES T_I 21,23,34,TOTAL 28 GPM CP-3 Vn �1-1/2" WBR TOWATERFEATURE ROOF J FM-2 PE-) PPA Sd - - )/p• /-� 30.TOTA"G M. 6"V (14 FU) 4' I YMawlr�—�$ 111 �i�TO WATER FEATURES 25,26,27.TOTAL 9 GPM. 3"V 4 2"V 2"V INJECTOR UV•I S (2 FU) (5 FU) (14 FITTING(TYP) 3 V I' I.II2' TO WATER FEATURE - T - - t-- l 3"RETURN VFD VFD-2 T r 1►►►000666�MMM���I RpB�RtS��16 TOTAL 2 5 GPM, 2"V r 3"V r 2"V LINE VI (3 FU) (6 FL) I/ (3 FU) pl S EQUIPMENT VAULT (2 FU) f r PP-2 PI F-1 1- 11"2 2TO WATER FEATURE .TOTAL 6 GPM, EXTERIOR WALL LOOP A• 3' I ��wFBOI I IP-3 I I I I CION4 (3 FU) I (6 FU) (3 FU) I �'�I,,UFJTLTER TANK DRAM ` -IQ'W S TO WATER FEATURE �T7�,I 1 I��wilis e 3 O O I,TOTAL 6 GPM, w `SG-1 �/-��)GRADE FDA I I FFD-1 I ROUTE TO STAND PIPE I' I-U2" T�TO WATER FFfTURBS WFS 6'W 2"W 3'W 6"W 3"W WFS 14,17.TOTAL 39(iPM. (2 FU)) (3 FU) (6 FU) (3 FU) ss S MECHANICAL ROOM 4Y-+I IM'r 1.12' R{9—�TO N'ATFR FEATURE 0 6-W 6"W 6•W Lew 6"W W .TOTAL 6 GPM. 2 (14 FU) V (14 FU) (12 FU) (9 FU) (3 FU) n BACKWATER I I � �11 =PTO WATER FEATURE wfS VALVE 20,TOTAL 10 GPM, [3 WASTERISER DIAGRAM SCALE: NONE I��rFs ��TO WATER FEATURE 28,TOTAL 9 GPM. (r a I Rt9 `1(�• pp$ TO WATER FEATURE 33,TOTAL 4 GPM. 1'-3"PIPE LENGTH AT 24%SLOPE / 1 1 1 M0.1 OT-1 RD•1 T-t TO WATER FEATURES 19,36,37,TOTAL 24 GPM, m _L/ 1' I-12" TO WATER FEATURES SPLASH PAD ELEVATION 72W' DEBRIS TRAP RIM ELEVATION 7T-W STORAGE TANK RTM ELEVATION 72'-0" f,��y DRAIN RIM ELEVATION 71'-6° Mw WFS��T,8,A 10, I,. 13, 91 7 111"PIPE LENGTH AT 14%SLOPE to TOTAL 7 GPM, S WATER OVERFLOW LEVEL IE,69 US' I E.70 66' r 0 4,5,6,15.TOTAL 20.5 GPM Ir•,��� w�r�TO WATER FEATURES .2 6'WFS 8"WFS 1.14 6933' 6' 1 E,69]7 I H.69-06' If,6960 I E.66J3' r �� enginuity SPRAY PIPE DRAIN PIPING DIAGRAM T SPRAY PARK SYSTEM FLOW DIAGRAM [2 } SCALE: NONE SCALE: NONE t systems LLC xl�<MwK• v-lzvxass) Fx Izvl�vzul5g E wcornn wn vawz w.w.nrenvmr=cam PLAN CHECK BY DATE oc.w�p° APPROVED FOR CONSTRUCTION onbarchi CITY OF ARLINGTON HALLER PARK SPLASH PAD REFERENCE SHEET N0.N oa.w.,,tvGf� a r 1 DEPARTMENT OF M0.2 JAMEK KE P.E. PUBLIC WORKS SPRAY PARK PIPING DIAGRAMS 1 DI SHEET PUBLIC WORKS DIRECTOR DATE N0. REVISION BY IB DESIGNED BY:JB DRAWN BY: KBT AL 0""c1'cAve,B.:ilW P02427 BID SET 21 MARCH OF ar, llicom�WA P8�0? DATE APPROVED: - PROJECT NO. SHEETS FAN SCHEDULE WATER FEATURE SCHEDULE SYMBOL MANUFACTURER .YODEL CFN SP RPM MOUNTING ELECTRICAL STARTER NOTES SYMBOL MANUFACTURER FEATURENAME MODELNUMBER QTY GPM PRESSURE DROP(PS PIPESIZE SPRAYHEIGHT(IN) VALVE FOOTING NOTES (IA0 ]36W9 E40.6 VOLT PHASE VFD MFG EC MIA .MIN MAY DESIGN TOTAL MIN MA.Y (IN) .MIN MAX N TITE BEA FANTECH PRIOAIR6-EC 150 05 3001 INLINE 120 I • - X I" 1 WATER ODYSSEY SALMON HEAD AQUA SPROUT FFSH-WI9446 1 _ 6 6 6 1.50 - - 9 EF-2 FANTECH PRIOAIR6-EC ISO 0.5 3001 INLINE 120 I - X 1,7} 2 WA7ER ODYSSEY SALMON BODY AQUA SPROUT FFBH-W 19446 1' 6 6 6 • • 1.50 10 i EF-3 FANTECH PRIOAIRS-EC 300 0.5 2399 INLINE 120 1 3 WATER ODYSSEY SALMON TAIL AQUA SPOUT FFST-WI9446 1 - 13 13 13 1.30 18 NOTES: 4 WATER ODYSSEY OTTER HEAD AQUA SPROUT FFOH-WI9446 1 - 6 6 6 1.50 1 1 1.PROVIDE WITH BACKDRAFT DAMPER FOR FAN DISCHARGE. 5 WATERODYSSEY OTTER BODY ON BACK AQUA SPROUT FFOBB-WI9446 1 6 6 6 1.50 1 1 2-PROVIDE WITH WALL SWITCH FOR FAN SPEED CONTROL, 6 WATER ODYSSEY OTTER BODY FLOATING AQUA SPROUT FFOBF-WI9446 I 6 1 6 1 6 - 1.50 1 1 3.PROVIDED WITH EC MOTOR 7 WATER ODYSSEY AQUA ARCH W006C 1 I I 1 I,50 4&00 2 1 8 WATER ODYSSEY AQUA ARCH W006C 1 - I I 1 1,50 48,W 2 9 WATER ODYSSEY AQUA ARCH W006C 1 I I 1 - 1.50 4&00 2 WEATHERPROOF LOUVER SCHEDULE 10 WATER ODYSSEY AQUA ARCH W006C 1 I I 1 1.50 48.00 2 1 II WATER ODYSSEY AQUA ARCH WO06C I I I 1 1.50 48.00 2 1 SYMBOL MANUFACTURER MODEL SERVICE CF,M SIZE(IN) DEPTH FREE AREA MAXPD MAXI-LOCITY NOTES 12 WATERODYSSEY AQUA ARCH W006C 1 - 1 1 I 1.50 48.00 2 Wl H ON) � SQFT (IN) (FPM) 13 WATER ODYSSEY AQUA ARCH WO06C 1 - 1 1 1 1.50 48.00 2 I L.1 GREENHECK EDJAOI CHEMICAL STORAGE 150 12.00 12,00 4.00 3000 0.30 0,08 500 I.?.i 14 WATER ODYSSEY MUSHROOM MAZE W0b) I 35 35 35 1.50 - 72.00 8 L-2 GREENHECK EDJAOl CHEMICAL STORAGE 150 12.00 12,00 4.00 30.00 0.- 0.0tl 500 1,2.1 15 WATER ODYSSEY BABY LONG LEGS W036C 1 2,5 25 2.5 1.50 • 1 1 L-3 GREENHECK EDJ-401 MECHANICAL ROOM 300 I8,00 12,00 4,00 33.00 0.50 0,08 600 1.?,l 16 WATER ODYSSEY BABY LONG LEGS W036C 1 2.5 Z5 Z5 1.50 11 1 NOTES: 17 WATER ODYSSEY WATER SPROUT W057 1 4 4 4 _ _ 1.50 72.00 8 1 1.THE BEGINNING POINT OF WATER PENETRATION IS 963 FPM FREE AREA VELOCITY, 18 WATER ODYSSEY WATER SPROUT W057 1 4 4 4 - - 1,50 7200, 7 1 2.PROVIDE PAINTED FINISH.COLOR SHALL BE SELECTED BY ARCHITECT, 19 WATER ODYSSEY WATERFLOWER W071 1 10 10 10 1.50 24.00 4 • j 3.PROVIDE LOUVER WITH BIRDSCREEN OPTION. 20 WATER ODYSSEY WATER FLOWER W071 I 10 10 10 1.50 24.00 6 1 21 WATER ODYSSEY SPLASH-O-LATOR W085 1 7 7 7 1.50 14 22 WATER ODYSSEY SPLASH43-LATOR WU85 1 7 7 7 1.50 20 1 23 WATER ODYSSEY PONYTAIL W124 1 _ 11 11 11 1.50 96.00 14 1 24 WATER ODYSSEY PONYTAIL wa4 , 11 „ 11 50 96.00 17 AIR OUTLETS&INLETS SCHEDULE 1 25 WATER ODYSSEY POPP DROP W280 1 3 3 3 1.50 12 SYMBOL MANUFACTURER MODEL I MOUNTING TYPE STYLE NOTES 26 WATER ODYSSEY POPP DROP W280 1 3 3 3 1.50 _ 12 1 27 WATER ODYSSEY POPP DROP AV280 I - 3 3 3 1.50 12 _ 1 EG-1 TITSU 5OF DUCT ,4LUMINUM EGGCRATBI 28 WATER ODYSSEY CATTAILS-FAT CAT W322(A) 1 - 9 9 9 1.50 5 1 NOTES: 29 WATER ODYSSEY CATTAILS-FAT CAT W322(A) 1 9 9 9 1.50 - 15 I.PROVIDE AIR BALANCING DEVICE AT EACH AIR OUTLET&INLET. 30 WATER ODYSSEY SWITCHEROO AQUA ARCH W400-006 1 5 5 5 - 1.50 94.00 13 j ]I WATER ODYSSEY SWITCHEROO AQUA ARCH W400-006 1 5 5 5 1,50 - 84,00 19 j 32 WATER ODYSSEY SWITCH ERGO AQUA ARCH W400006 1 5 5 5 1.50 - 84.00 20 33 WATER ODYSSEY SWITCHEROO WATER SPROUT W400-057 1 4 4 4 1.50 72.00 4 1 34 WATER ODYSSEY SWITCHEROO WATER FLOWER W400-071-WI9446 I 10 10 10 - 1.50 24.00 14 I 35 1 WATER ODYSSEY PWITCHERO0 TWO DADDY LONG LEGS FFST-WI9446 1 7 7 7 - 1.50 84.00 16 1 36 WATER ODYSSEY SWITCHEROOTWO DADDY LONG LEGS FFST-WI9446 1 - 7 7 7 - 1.50 64,00 3 1 37 WATERODYSSEY (SWITCHEROO TWO DADDY LONG LEGS FFST-WI9446 I 7 7 7 1,50 B4,00 3 1 TOTAL FLOW 231 80% SEQUENCED FLOW SEQUENCED FLOW 184,8 E NOTES: I9 Z I WATER FEATURE FURNISHED BY OWNER FOR INSTALLATION BY CONTRACTOR 5 9 0 0 3 N m f%J ID enginuity syste m s LLC w ,rt rx Iz.UI zczass, E 1K4r.,w.,U9 w.w e,wmNMr.com PLAN CHECK BY DATE QaeEgO APPROVED FOR CONSTRUCTION onl�alon sect CITY OF ARLINGTON HALLER PARK SPLASH PAD REFERENCE SHEET NO. DEPARTMENT OF M0.4 JAMES X KELLEY, P.E. M PUBLIC WORKS DIRECTOR Lr DATE N0. REVISION BY IB l PUBLIC WORKS MECHANICAL SCHEDULES sT �b 0 DESIGNED BY:JB DRAWN BY: KBT AL 95� [��c�.l�ia 2-8aB4Dase OF DATE APPROVED: :STdaiaN.L1 PROJECT NO. P02.427 BID SET 21 MARCH 2O18 SHEETS GENERAL NOTES I. REFER TO ARCHITECTURAL DRAW MGS FOR PAD LAYOUT' ANDDETAILS 4 4 a d 4 v o 4 4 ° v 0 4 v 4 �a 4 0 o e � 0 4 4 L Ma.l d d Q a C ,( 6H.1 RD-1 _J 0—W FA-0 a 3 m-- a � 4 d Q r ®^WFA-2 --... - 'p{ y 4 0 >4 / D-I 11 d �f '� �f 1�—MD•I. O Iy M4 i Vul 1 _19', I�_IJ / 10 wo J2 � '16 , 1 0 z I : y I4 31 ; i 70- } 9 za 27 I6 0—WFA-6 0 bi bi o o I 'o G 4 0 y `l N. a 4 \��� a i d 4 3 m 4 a d d /z t 1 SITE PLAN enginuity SCALE: 1/B"=F-9' systems LI 0 4' B' le nicowarc. '.12 xwssr �.svi vv�mse �acoru.w., E PLAN CHECK BY DATE ofib a r c h t e c l s REFERENCE o� "'"DERppD*. APPROVED FOR CONSTRUCTION CITY OF ARLINGTON HALLER PARK SPLASH PAD SHEET NO. - 1 DEPARTMENT OF M1.0 DAMES X KE P.E. PUBLIC WORKS SITE PLAN SHEET I4 PUBLIC WORKSS DIRECTOR DATE NO. REVISION BY 41 Y' le OF o So i e.,hc Are.n,Pe•ISD a DESIGNED BY:JB I DRAWN BY: KBT AL lacc•na WA nE D= P02.427 BID SET 21 MARCH 2O18 DATE APPROVED: T�,z.Fi72,g7;i PROJECT NO. sL1L�Ts PLUMBING FIXTURE SCHEDULE SPRAYPARK EQUIPMENT SCHEDULE SYMBOL FIXTURE MANUFACTURER MODEL PLUMBING CONNECTIONS(I.V) FLOW ELECTRICAL MOUNTING NOTES SYMBOL MANUFACTURER .MODEL DESCRIPTION SERI'lCE PERFORMANCE DATA ELECTRICAL NOTES KW AMP MCA MOCP VOLT PHASE WASTE INDW VENT HW CW TW GPM GPF VOLT PH W FD-I FLOORDRAIN JR SMITH 2O10 3.00 - 2.00 - FLOOR 3 CP-I RBIMENS MAIN LUG BREAKER PANEL SPRAVPARK CONFAOL 3PHASE,12 CIRCUIT,125 AMP,120240 VOLT 125.00 21D 1 FFD-I FLOORDRAIN JR SMITH 2O10 3.00 2.00 . FLOOR 2,3 CP-2 WATRRODY&WY Dw Im FEATUREIPG SEQUENCE CONTROLLER MANLG CONTROL CGNFRU PANES FOR FEATURE MANIFOLDWFM-1 12R 1 T.t P-1 HOSE BIBB ZURN Z1341-P34 0.75 - - - PIPE CP-3 DELTA BLPSSIKMIDPR UV WATER SANITIZER PANEL UV CONTROL COWMM PANEL FOR FEATURES AAXI TAO P-IA WALL HYDRANT ZURN Z1320L-34ELLL-SS-WC 0.75 WALL 3 CP4 CBS MR2' CHEMICALCOTIROLU91 CNEMM MVCONTROL CNFMK'AL CONTROLLER WITH REMOTE MONITORING CAPABILITY 120 1 2,6 P-2 STANDPI PEDRA IN 6.00 100 • . • - FLOOR 1 CP-5 TVI Ir AND 4"ACT RAIN INVERTER CONTROLLER RAIN DIVERTER RAIN INVERTER CONTROLLER M 1 2,8 P-3 EMERGENCY EYEWASH] ACORN SO410 2.00 - 20O 0.50 3.50 WALL 4 CT-1 CIMMICAL STORAGE TANK CHEMgTRYCONTROL 2 NOTES: CF-2 CHIP MICAL STKIRAOETANK CTIEMWTRYCQNTROL 2 I.CONTRACTOR FABRICATED.PROVIDE WITH 8"STANDPI PE SECTION,WITH TOP 24"ABOVE FM ISHED FLOOR DT-1 VAKPAK DEER Ri TRAP DEBRIS TRAP !AAVPADDRAIN DEBRIS TRAP ASSEMBLY.9"INLET/OUTLET 1 T,3 F•1 ASTRAL 36' EJINU FILTER WATER FLLiRATIDPI 7.69 SQUARE FEET FILTER AREA,NSF LISTED } '2.PROVIDE 2"FUNNEL DRAIN,WITH(MINIMUM)3"TOP OPENING, " 3 PROVIDE WITH VANDAL-RESISTANT HARDWARE FM-1 ROLA CHEM S70M1-T FLOW METER FILTRATION LOOP 25•,70-240GPM q.PROVIDE WITH TRAP&TAILPIECE FORDRAIN CONNECTION- FM-2 BLUE-WHITE F-70W FLOW METER FILTRATION LOOP 4-20MA OR PULSE OUTPUT FOR VFD 34 1 FV_l FLOAT VALVE LEVEL CONTROL I-CWCONNECTION 2 _ MD-1 WATER ODYSSEY WMM600 MAIN DRAIN SPRAY PAD DRAIN MAINTENANCE MINIMIZER-MAIN DRAIN 1 ELECTRIC WATER HEATER SCHEDULE MPV-J MULTIPORTVALVE FILTER BACKWASH 2 RD-1 VAKPAK RAIN DIVERTER RAM DIVERTER OPRAVPAD DRAIN RAIN DIVERTER ASSEMBLY,WINLET/OUTLEI.4"DIVERTER Ir7,S11 SYMBOL MANUFACTUREN MODEL TYPE DISCHARGE RECOVERY ELECTRICAL NOTES SG_I STOAT GLASS FILTER BACKWASH CLEAR M1C 2 TEMP(DEGF) . T£MPRISE VOLT PHASE I T-1 VAKPAK TANK WATER STORAGE TANK SPRAYPADDRAIN 40F0 GALLON COLLECTOR TANK 1.9 WH-1 ACORN S00004WHI TANKLESS 84 141115 23 208 1 8.J2 1,2 UV-1 DELTA ELP5BHO-HDPE UV WATER TREATMENT UNIT WATERTREATMENT 29 GPM MAX FLOW,(5)87W LOW-PRESSURE UV TAMPS Bi9SS 240 1 2,5,6 NOTES: WFA-1 WATERODYSSEY W009 WATER FEATURE ACTUATOR FEATURE ACTIVATION TOUCH AND GO HARD-WIRED ACTIVATOR HUTTON 1.10 I RECOVERY RATE BASED ON 2.5 GPM FLOW. WFA2 WATER ODYSSEY W009 WATER FEATURE ACTUATOR FEATURE ACTIVATION TOLICII AND GO HARD-WIRED ACTIVATOR BUTTON I.ID 2 PROVIDE WITH WALL MOUNTING HARDWARE. WFA-3 WATER ODYSSEY WIM WATER FEATURE ACTUATOR FEATURE ACTIVATION TOUCH AND GO HARD-WIRED ACTIVATOR BUTTON 1.10 WFAA WATER ODVSSBV W017 WATER FEATURE ACTUATOR FEATURE ACTIVATION LAUNCITPAD HARK-WIRED ACTIVATOR BITITON Ir10 WFA-5 WATRR ODYSSEY W017 WATER FEATURE ACTUATOR FEATURE ACTIVATION LAUNCH PAD HARK-WIRED ACTIVATOR BUTTON 1r10 PIPE INSULATION SCHEDULE WFA6 WATERODYSSEY W017 WATER FEATURE ACTUATOR FEATURE ACOVATIGN LAUNCH PAD HARK-WIRED ACTIVATOR BUTTON 1'IB WFM-1 WATIJt ODYSSEY WOLF-10 WATHRFFATURE MANIFOLD WATJDLFEATURE FLANGED WALL MOUNTED DISTRIBUTION MANIFOLD.BIVALVES M 2 APPLICATION TEMP RANGE INSULATION CONDUCT TV NOMINAL PIPE SIZE(IN) TYPE NOTES WFM2 WATPROOYSSKY WOLF-ID WATER FEATURE MANIFOLD WATER FEATURE FLANGED WALL MOUNTED DISTRIBUTION MANIFOLD.IO VALVES 2 (•F) CONDUCTIVITY MRT('F) <I' 1•.1.11'r .1/2'-]' 4'-R• _8" NOTES: BTU X IN/(H X FT'X"F) 1.FURNISHED BY OWNER FOR INSTALLATION BY CONTRACTOR CW 4060 0.21-027 75 OS 1 05 10 FIBERGLASSW/ASJ 1.2 S.FURNISHED BY OWNER AS PART OF FACTORY-ASSEMBLED WATER TREATMENT,CIRCULATION.&CONTROL SYSTEM,SKID SYSTEM INSTALLATION SHALL BE PROVIDED BY CONTRACTOR GENERAL NOTES: 3.PROVIDE WITH PRESSURE RELIEF VALVE&PRESSURE GAUGE. 1.INSULATION THICKNESSES PER 2015 WASHINGTON STATE ENERGY CODE TABLE C403.29. 4,BREAKER PANEL IS POINT OF CONNECTION FOR ELECTRICAL SERVICE TO SPRAY PARK SYSTEM. 2.PROVIDE WITH PVC JACKETING IN ALL EXPOSED LOCATIONS(UTILITY ROOMS,STORAGE ROOMS,ETC.} R UV TREATMENT CHAMBER IS POWERED BY UV CONTROL PANEL CP-3. A CONTRACTOR SHALL CONNECT UV TREATMENT CHAMBER AND UV CONTROL PANEL USING UV SYSTEM MANUFACTURERS FACTORY WIRING KIT 7.RAIN DIVERTER FURNISHED WITH VAULT AND HINGED LID FOR IN-GROUND INSTALLATION BACKFLOW PREVENTER SCHEDULE R UNIT IS POWERED CIA PANEL CP-L 9.WATER STORAGE TANK INCLUDES MANIFOLD OF(6)FILTER 35740 CARTRIDGE FILTER ELEMENTS(NSF LISTED)FOR FEATURE PUMP SL CTI ON SYMBOL MANUFACTURER MODEL LINE SERVICE TYPE WATER PRESSURE(PSI) WEIGHT NOTES 10.CONTRACTOR SHALL PROVIDE WIRING BETWEEN FEATURE CONTROLLER CP 2 AND FEATURE ACTIVATORS ON SITE SIZE(IN) RP DC INLET OUTLET (LIS) II.CONTRACTOR SHALL PROVIDE WIRING BETWEEN FEATURE CONTROLLER CP2 AND RAIN DIVERTER VALVES ON SITE BFP-I WATTS 9 I.00 DOMESTIC WATER X X 1.2 ki BFP-2 WATTS 9 2.00 SPLASH PAD X X 1.2 E Z "°TSB: PUMP SCHEDULE 0 1.PROVIDE WITH WY STAINER,ISOLATION VALVES,&TEST PORTS -� 2.PROVIDE WITH SEPARATE PRESSURE-REDUCING VALVE, SYMBOL MANUFACTURER MODEL SERVICE TYPE FLOW FLOW HEAD ELECTRICAL STARTER MOUNTING NOTES (GP.M) ('PD) ffn TIP VOLT PII4N VFD INFO NIA PP-1 SPECK 95-X SPRAY SYSTEM CENTRIFUGAL 231 • 66 ISO 208 3 X BASE VFD SCHEDULE PP-2 PENTAIR XFK-12 RECIRCULATION CENTRIFUGAL 140 68 100 208 3 X � BASE IT}S PP-3 STENNER 85M5 CHLORINE FEED METERING 85 - 3.00 120 1 X BASE 3.5 SYMBOL MANUFACTURER .MODEL SERVICE EQUIPMENT ELECTRICAL N07E5 pp4 STBNNER 45M5 ACID FEED METERING 45 ].UI 120 1 - X BASE 3.] T SERVED INPUT(I%PIIJ OUTPUT(✓IP11) MP NOTES: VFD-I WEG CFWII SPRAY SYSTEM LOOP PUMP PP-1 240/1 208/3 7.50 1.2 1.PROVIDED WITH INTEGRAL HAIR/LINT STRAINER VFD-2 WEG CFWII RECIRCULATION LOOP PUMP PP-2 240/1 208/3 3.00 1,2 L CLOSE COUPLED SELF-PRIMING PUMP CONFIGURATION. NOTES: 3.FURNISHED BY OWNER AS PART OF FACTORY-PIPED WATER TREATM ENT,CIRCULATION,&CONTROL SYSTEM.WIRING AND SKID SYSTEM INSTALLATION SHALL BE PROVIDED BY CONTRACTOR • 1.NEMA 12 HOUSING. 4 STARTER IS FURNISHED AS PART OF FACTORY-ASSEMBLED X O 2.PROVIDE AS PA RT OF FACTORY-ASSEMBLED,SKI0.MOUNTED CONTROL PANEL ASSEMBLY. 5.PUMP IS POWERED BY PANEL CP-1.FURNISHED AS PART OF FACTORY-ASSEMBLED WATER TREATMENT,CIRCULATION,&CONTROL SYSTEM. P R A O F enginuity syste m s LLC e PLAN CHECK BY DATE o•rb a r c h i REFERENCE 0.BEBpp� APPROVED FOR CONSTRUCTION HALLER PARK SPLASH PAD SHEET NO. WAS I v.P> 1 CITY OF ARLINGTON C DEPARTMENT OF M0.3 JAMES X KELLEY, P.E. SHEET PUBLIC WORKS MECHANICAL SCHEDULES DATE NO. REVISION BY IM to PUBLIC WORKS DIRECTOR OF DESIGNED BY: DRAWN BY: AT. 9s0 Pacific Ave,9800a50 JB KBT T h,z V'A,B D2 PROJECT NO. P02.427 BID SET 21 MARCH 2O18 SHEETS DATE APPROVED: .v77sDA SYMBOL LEGEND ABBREVIATION LIST BASIS OF DESIGN GENERAL NOTES SYMBOL DESCRIPTION SYMBOL DESCRIPTION "F DEGREES FAHRENHEIT WATER STORAGE TANK VOLUME:4,000 GALLONS(NOMINAL) 1. PROVIDE SYSTEM STARTUP,TESTING,&ADJUSTMENTS OF ADA AMERICANS WITH DISABILITIES ACT INSTALLED SYSTEMS TO MEET PERFORMANCE AMP AMPERE RECIRCULATION FLOW REQUIREMENTS INDICATED IN THE CONTRACT DOCUMENTS. PING REDUCER BFP BACKFLOW PREVENTER----- MINIMUM FLOW(30 MIN TURNOVER):133.33 GPM WASTE - DESIGN FLOW:140 GPM(MAINTAINED BY VFD) 2. OBTAIN AND PAY FOR ALL PERMITS AND CONSTRUCTION BTU BRITISH THERMAL UNIT FEES FURNISH FINAL CERTIFICATE TO OWNER SHOWING ----- VENT PIPING --- -11-- STRAINER CFM CUBIC FEET PER MINUTE FEATURE FLOW:231 GPM(MAXIMUM;ALL FEATURE ON) COMPLIANCE WITH CODE REQUIREMENTS CW COLD WATER FILTRATION 3. CLOSE OUT DOCUMENTS AND TRAINING OF BUILDING —WFR— WATER FEATURE RETURN PIPING STRAINER W/BLOWDOWN VALVE&3/4"HOSE CONNECTION DC DOUBLOUVEK TYPE:PRESSURE REQUIRED: TO OPERATIONS,EQUIPNELIS REQUIRTEMSED GLL MECHANICAL DL DWRLOUVER MINIMUM AREA REQUIRED:7.00 SQ.FT. COMPONENTS,EQUIPMENT,AND SYSTEMS GOVERNED BY —WFS— WATER FEATURE SUPPLY PIPING —1 UNION DEGF DEGREESFAHRENHEIT DESIGN FILTER AREA:7,69 SQ.FT THE UM TS SHALL INLUDEENEORDDOUMENTOUT DOCUMENTSSHALLINCLUDE:RECORD RGY ODE.CLOSEOUT 0&M OT DEBRIS TRAP MAIN DRAINS MANUALS,WASHINGTON STATE ENERGY CODE COMPLIANCE c PIPE DOWN --NINE— 2-WAY SOLENOID VALVE EF EXHAUST FAN NUMBER OF DRAINS:4 FORMS AND CALCULATIONS --i�i�— EG EXHAUST GRILLE DESIGN REQUIRED AREA(1.5 FPS):4925 SQ.IN.(EACH) DESIGN DRAIN AREA:12400 SQ IN.(EACH) 4, LOCATE ALL VALVES,TRAPS,TEST PORTS,DAMPERS, tr PIPE UP r� MULTI-PORT FILTER VALVE(WITH MANUAL ACTUATOR) EC ELECTRONICALLY COMMUTATED DESIGN VELOCITY AT DRAINS:Q30FPS CONTROLS CLEANOUTS,ETC TO BE ACCESSIBLE FOR FD FLOOR DRAIN MAINTENANCE.ADJUSTMENT,&TESTING.PROVIDE ACCESS WA TREATMENT BRANCH-SIDE CONNECTION EXHAUST/XETURN AIR DUCT DOWN FFD FUNNEL FLOOR DRAM DSINFECTIO PANELS FOR ALL CONCEALED DEVICES LIQUID CHLORINE FDIC FURNISHED BY OWNER INSTALLED BY CONTRACTOR PH CONTROL:LIQUID MURIATIC ACID 5. THE FIST FIGURE OF DUCT SIZE CALLOUTS INDICATES - 22--- PIPE.OR DUCT BREAK(GRAPHIC ONLY-CONTINUOUS PIPF/DUCT) FUN'NELDRAIN FPM FEET PER MINUTE SUPPLEMENTARY TREATMENT:UV DIMENSION OF FACE SHOWN OR INDICATED.DUCT SIZES ARE NET INSIDE DIMENSIONS.PROVIDE ANY APPLICABLE DUCT FT FEET LINING AND INSULATION PER THESE PLANS AND PIPE SLOPE(DOWNWARD IN DIRECTION OF ARROW) DUCT DOWN(ROUND) FU FIXTURE UNITS SPECIFICATIONS GPD GALLONS PER DAY 6, DUCTWORK SHALL BE 2.0"PRESSURE CLASS UNLESS 0 3"SCO SURFACE CLEANOUT - BACKDRAFT DAMPER GPF GALLONS PER FLUSH OTHERWISE NOTED ON THESE DRAWINGS. GPH GALLONSPERHOUR JiL VENT THROUGH ROOF SIC FLEXIBLE DUCT CONNECTION GPM GALLONS PER MINUTE 7 CONSTRUCT DCODESECCCORDINGT 2015 WASHINGTON STATE ENERGYN C4012.7.3. H HEIGHT BUTTERFLY VALVE 12X12 CD4 DIFFUSER CALLOUT(SIZE,TYPE,CFM,50 FPM THROW) HP HORSEPOWER S. PROVIDE 5W/FT HEAT TRACE FOR ALL CW PIPING IN 10027 H W HOT WATER UNHEATED SPACES HEAT TRACING SHALL INCLUDE AUTOMATIC CONTROLCONFIGURED TO SHUT OFF THE HEAT PRESSURE REDUCING VALVE 12/12 pL DOOR LOUVER W/SIZE I.E.C. INVERT ELEVATION TRACE SYSTEM WHEN OUTDOOR AIR TEMPERATURES ARE IN INCH ABOVE 40"F OR WHEN THE CONDITIONS OF THE PROTECTED nl CHECK VALVE _4— RETURN/EXHAUST/TRANSFER AIRFLOW INDW INDIRECTWASTE FLUID WILL PREVENT FREEZING PER 2015 WASHINGTON STATE ENERGY CODE C40324,6 KW KILOWATT ----b- BALL VALVE VI VACUUM GAUGE LB POUND 9. INSULATE CW PIPING PER WASHINGTON STATE ENERGY CODE LBS POUNDS SECTION C403.2R HOSE BIBB PI PRESSURE GAUGE MAX MAXIMUM 10. TOTAL STATIC PRESSURE NOTED IN SCHEDULES SHALL BE MCA MINIMUM CIRCUIT AMPACITY ASSUMED TO INCLUDE DUCT SYSTEM,TERMINAL UNITS, PUMP FS FLOW SWITCH MD MAIN DRAIN FILTERS,COILS,ETC. MFG MANUFACTURER 11. AIR TERMINAL SIZES SHOWN ON PLANS ARE NECK SIZES. BFP BACKFLOW PREVENTER ASSEMBLY FM FLOWMETER MIN MINIMUM PROVIDE ADDITIONAL PANS,HARDWARE,ETC,REQUIRED TO MOCP MAXIMUM OVERCURRENT PROTECTION INSTALL AIR TERMINAL IN CEILING SYSTEM. o❑ FLOOR DRAIN VFD VARIABLE FREQUENCY DRIVE N/A NOT APPLICABLE I ALL PRESSURES LISTED ARE GAGE PRESSURES UNLESS NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION OTHERWISE NOTED ❑R FLOOR&FUNNEL DRAIN WATER HAMMER ARRESTOR PD PRESSURE DROP 13 SEISMIC PROVISIONS ARE REQUIRED-REFER TO PH PHASE SPECIFCATIONS SPRAY FEATURE IDENTIFICATION TAG g DRAM/BLOWDOWN VALVE W/3/4"HOSE CONNECTION PSI POUNDS PER SQUARE INCH PVC POLY\INYLCHLORIDE 14 COORDINATE ALL MECHANICAL WORK WITH OTHER TRADES TO INSURE PROPER AND ADEQUATE INTERFACE OF THEIR QTV QUANTITY WORK WITH THE WORK OF MECHANICAL CONTRACTOR, RD RAIN INVERTER PROVIDE COORDINATED SHOP DRAWINGS FOR APPROVAL RP REDUCED PRESSURE PRIOR TO FABRICATION AND INSTALLATION, RPM REVOLUTIONS PER MINUTE 15, A SHORT DASH IN A SCHEDULE TABLE CELL INDICATES THAT SILO SURFACE CLEANOUT THE COLUMN HEADING IS NOT USED OR NOT APPLICABLE TO SP STATIC PRESSURE THAT SCHEDULED ITEM. SQ FT SQUARE FOOT 16 REFER TO ELECTRICAL DOCUMENTS FOR SPRAY PAD SYSTEM TEMP TEMPERATURE GROUNDING REQUIREMENTS,GROUNDING&BONDING SHALL TW TEMPERED WATER BE PROVIDED BY PROJECT ELECTRICAL CONTRACTOR TVP TYPICAL E UV ULTRAVIOLET A Z V VOLT 5 VFD VARIABLE FREQUENCY DRIVE VOLT VOLTAGE VTR VENT THROUGH ROOF W WASTE W WATT WH WATER HEATER WI WIDTH WFA WATER FEATURE ACTUATOR 3 WFM WATER FEATURE MANIFOLD N WPA WATER FEATURE RETURN WFS WATER FEATURE SUPPLY 3 0 enginuity systems L(G nIE l.,K. E REFERENCE PLAN CHECK BY DATE p 6.SER APPROVED FOR CONSTRUCTION o-r•b arc hil oct5 HALLER PARK SPLASH PAD SHEETNO. o�i�oF wAf„/�06e1. CITY OF ARLINGTON DEPARTMENT OF I M0.1 NAMES X KE P.E. •� PUBLIC WORKS MECHANICAL GENERAL INFORMATION SHEET IIH � PUBLIC WORKSS DIRECTOR DATE N0. REVISION BY + , . )B OF DESIGNED BY: DRAWN BY: Y 9b0Pd:cA1=,SI,a-asD JB KBT DATE APPROVED: °°;a,W" 02 PROJECT NO. P02.427 BID SET 21 MARCH 2018 SHEETS 6"CONCRETE SLAB PER PLAN-PROVIDE BROOM LINE OF VERTICAL 1 12"x6""PEEL TOP"JOINT FINISH AS APPROVED SURFACE AT SIMILAR FILLER,REMOVE TOP&FILL CONDITION I W/SEALANT,SIM 4 94 a0 18"OC EW WET DECK SLOPE CENTERED IN SLAB I CONC.DECK SP2.1 SP2.1 SLOPEZf SLOPE PER PLAN F- � t —x o CONC DECK SLAB "ao MIN.' THICKEN ALL SLAB EDGES TO 6"MIN DEPTH SUBGRADE PER GEOTECH 8"MIN CRUSHED SURFACING MATCH CIVIL STRUCTURAL FILL PER SOILS REPORT NOTE:PROVIDE EXPANSION JOINT WHERE SLABS MEET ALL VERTICAL SURFACES,TYP. REINFORCING DOES NOT CONTINUE THRU JOINT. SIMILAR AT ALL CONCRETE VERTICAL ELEMENTS. CONC WET DECK SLAB , EXPANSION JOINT 1 1/2"=P-0" (det-24.dwg) SP1.1 SP2.1 1 1/2"=V-0" (det-26.dwg) SP1.1 SP2.1 CONC DECK SLAB 5 SP2.1 SP2.1 WET DECK REMOVE PEEL TOP& OR WET DECK (4_� -SAWN OR TOOLED JOINT q FILL W/SEALANT SP2.1 SP2.1 114 DEPTH OF SLAB WITH SP2.1 SP2.1 1/2"x6"DEEP JOINT FILLER SEALANT&BACKERROD W/"PEEL TOP" l • ` 5/8"Oxl8"SMOOTH DOWELS @ 36"OC,GREASE ONE END T. REINFORCING DOES NOT ai CONTINUE THRU JOINT dl NOTE:CONTROL JOINTS TO BE DONE AS PART OF CONCRETE STAINING PATTERN BY OWNER.COORDINATE SEQUENCING WITH OWNER AND CONC.STAIN APPLICATOR. 6 2 DOWELED EXPANSION JOINT CONTROL JOINT 4 ,I a 11/2'=T-0" (det-23.dwg SPlA SP2.1 1 1/2"=V-0" (dot-22.dwg) SP1.1 SP2.1 a w m x 8` F a 8' 4" 0 6" 1' 2' 1 1/2"=V-0" PLAN CHECK BY DATE APPROVED FOR CONSTRUCTION aFb a r C h i t C C l S SHEET N0. CITY OF ARLINGTON HALLER PARK SPLASH PAD EE NO. DEPARTMENT OF SP2.1 . DAMES x KELLEY, PE SPLASH PAD DETAILS PUBLIC WORKS DIRECTOR PUBLIC WORKS SHEET DATE N0. REVISION BY Fill OF DESIGNED BY: DRAWN BY: 950 Pecilic Aye Sane 450 —�° "—Z.WA 954,r BID SET 21 MARCH 2O18 DATE APPROVED: 2535;2-1903 PROJECT NO I SHEETS GENERAL NOTES 1, ALL NEW SLAB SURFACES SHALL SLOPE AT 2 MINIMUM AS GOVERNED BY THE STATE HEALTH CODE AND 5%MAXIMUM AS GOVERNED BY ADA CODES 2. COORD SLOPES WITH CIVIL AND CONFIRM THE ADJACENT WORK WILL PROVIDE A CONTINUOUS DRAINAGE PATH. 3. ALL NEW SLAB AND BENCH TOP SURFACES SHALL RECEIVE A BROOM FINISH FOR A COLORED CONCRETE SEATING AREA DECK SLAB NON-SLIP TEXTURE WHEN WET.BROOM FINISH SHALL BE IN DIRECTION OF SLOPE FOR CONCRETE'WET DECK SLABS 1 DRAINAGE. SP1.1 SP2.1 4. ALL SPLASH PAD CONCRETE SURFACES WILL EXPANSION JOINT PER RECEIVE A STAIN COLOR PATTERN BY OWNER. SP1p .1 PROTECT THE CONCRETE SURFACES AS 32;7„ NECESSARY TO ALLOW FOR THE APPLICATION OF THE STAIN COLORS. 10'-6 7/8" 5. THE STAIN COLOR APPLICATOR WILL SAWCUT CONTROL JOINTS IN ORDER TO FILL AREAS � I I BETWEEN JOINTS WITH A COLOR.COORDINATE ,� REQUIREMENTS WITH OWNER AND 2p'•g" b T 18 q 3/q" �� APPLICATOR FOR THESE REQUIREMENTS. 1%SLOPE 6. ALL CONCRETE SLABS AND BENCHES SHALL MIN.,TYP. ��, BE SEALED WITH STAIN MANUFACTURER'S CURING MEMBRANE/SEALER. THE SEALER 7 SHALL NOT REDUCE THE SLIP RESISTANCE OF 01 THE BROOM FINISHED CONCRETE SURFACE. �7''�` 4V 112" 11� LEGEND i (^gyp z ! 1� �v cA ^,� g 1a �'•� � 71.75" i 2%M114' ® (4)DRAINS-PAIRED PER MECHANICAL DOWELED EXPANSION JOINT,PER 4/SP2.1 RT.g fie" ) 2%MIN. 2°h WtA� 1g 1 1� �) EXPANSION JOINT,PER 3/SP2.1 71. " + � " R34'-7Im, ---. TOOLED OR SAWN CONTROL JOINT, 1g,,a R7j 9 NONE SHOWN.SEE 2/SP2.1 21'-101/2" 8' 20'4' CHANGE IN PLANE OF SLAB � 1e" E w b 16'-2 718" 4'-0" r -- --:- -- _ 39 2"KNOCKOUTS FOR _ DRAINAGE,SEE 74, PlSP2.0 SP1. m x 8 az F 0 a SPLASH PAD SLAB PLAN e' a' o B. 16' 1/8"=1'-0" (pl_splashpad.dwg) SP1.1 SD1.2 l 1/8"= PLAN CHECK BY DATE arb are h i t e c t s REFERENCE APPROVED FOR CONSTRUCTION CITY OF ARLINGTON HALLER PARK SPLASH PAD SHEET NO. DEPARTMENT OF SPLASH PAD CONSTRUCTION, SP1.1 JAMES X KELLEY, P E SHEET PUBLIC WORKS DIRECTOR PUBLIC WORKS ELEVATIONS & DRAINAGE PLAN DATE NO. REVISION BY limm, of 0 950 Pnnillc Avg S,iic 150 DESIGNED BY: DRAWN BY: a T.—a wA 9s402 BID SET 21 MARCH 2018 DATE APPROVED: 25i-s72_903 PROJECT NO. I SHEETS 2.5" HMA CL-1/2, PG 64-22 HOLES FOR #4 REBAR. 1' FROM EACH END AND SEE SPECIFICATION SECTION 32 12 16 ONE IN THE MIDDLE. DRILL HOLES THRU 6• SEE NOTE 3 PAVEMENT. DRIVE 24" LONG REBAR THROUGH (ASPHALT PAVING) WHEEL STOP AND PAVEMENT INTO SUBGRADE. / EDGED GROOVE/EXPANSION JOINT 4" CEMENT CONCRETE SIDEWALK 0 6" CRUSHED SURFACING BASE COURSE. SEE PLAN CONTRACTION JOINTS SHALL BE AT 5.0' SEE SPECIFICATION SECTION 31 20 00 INTERVALS. EXPANSION JOINTS SHALL BE (EARTH MOVING) . ., ' - AT 15' INTERVALS. EXISTING SUBGRADE (SEE NOTES) 4" MIN. CRUSHED SURFACING BASE COURSE 0 u EXISTING SUBGRADE (SEE NOTES) �o• NOTES: NOTES: GROUT SMOOTH AT TOP OF REBAR 1. COMPACT EXISTING SUBGRADE TO AT LEAST 95% OF MAX DRY DENSITY PER ASTM D1557. 1. SEE SPECIFICATIONS SECTIONS 31 20 00 (EARTH MOVING) AND 32 13 13 5" 1" RADIUS 2. SEE SPECIFICATION SECTION 31 20 00 (EARTH MOVING). (CONCRETE PAVING). 2-1/2 TYP PREFABRICATED WHEEL STOP 2. COMPACT EXISTING SUBGRADE TO AT LEAST 95% OF MAX DRY DENSITY PER ASTM D1557. n ASPHALT PAVEMENT DETAIL 2 CEMENT CONCRETE WALK/TRAIL DETAIL 1" TOP OF PAVEMENT N.T.S KT.S .'.'/'t (3) #4 REBAR 2'-0" LONG PER WHEEL STOP 3 �IWHEEL STOP DETAIL Y LL• IW X 3 VT CAP YR STEEL lD � 1 U EXISTING CONC. WALK 3(TYP.) 114'X SCOLLAR SLEEVE LID LID LID TOP VIEW TOP VIEW SIDE VIEW BOTTOM VIEW 4 U 3'ECN W PP4 W'CRAIN 10'LONG WELDED E 6mm�`4 TO PIPE AND COVER YI'K01n' FE WEM10PPE s 4" WIDE, WHITE �y" T-1 PAINT LINE / axoT WALL BATTER FILTER FABRIC TO BE �a- TSCH40PIPE FROM VERTICAL CAPSTONE PLACED WALL TOPSOIL /\ p AND WALL ROCK w \Da (3112'OD)) s'SCN ct ACCESS PARKING TAoIIFPLEcnVE 40PIPE V �/ 5' SPACE SYMBOL SEGMENTAL p IWX 2 V2'X 1 RETAINING WALL 1, \ \" •` 4" WIDE, WHIT 34'TAB WITH UD SLEEVE OPEN LIGSLEEVE CLOSED 7I " PAINT LINE ( `f+ " ® WHEEL STOP }) 1n•x 11n• ISOMETRIC BACKVIEW uNlr z 2_0 SEE DETAIL 3 (THIS SHEET) SLOT a FXPWDN1ALlHEIGHT IOW (VARIES-SEE PLANS I jW ACCESS PARKING e ? - ) AND NOT oELOWAS SHOWN AS SH SIGNAGE dT-1 - ,UNDBOURSEDASP1YETRETAINEOSOIL ON PL I9I '-0"MIN. ON PL9'-0"MIN, l sAwcvr y IW X 5•COLLAR FINISHED GRADE—` %PE ED TOWELL-GRADED COMP ACTED CRUSHED ROCK EMBEDMENT DEPTH(SEE NOTES)� ��/ / ROCK GRANULAR WALL T015 n 1. AN ACCESS PARKING SPACE SYMBOL IS REQUIRED FOR EACH ACCESSIBLE PARKING STALL. A BLUE SLEEVE SLEEVE �— FOR DRAINAGE B'DEPTH a _ LESS THAN 10%FINES by BACKGROUND AND WHITE BORDER ARE REQUIRED WHEN THE SYMBOL IS INSTALLED ON A CEMENT ' CONCRETE SURFACE. Fftornvl C SLEEVE IN CONCRETE Ew ISOMETRI SEE NOTE 108 OPAIN NOTES PIPE VENTED TO DAYLIGHT 0 2. ALL ACCESSIBLE STALLS SHALL HAVE WHEEL STOPS. PLACE WHEEL STOPS IN OTHER STALLS WHEN T BOLLARDS SHALL BE FAIR WEATHER SITE FURNISHINGS MODEL SPR-R,OR APPROVED EQUAL OR CONNECT TO STORM DRAIN SYSTEM 6 2 INSTALLATION TO BE COMPLETED IN ACCORDANCE WRH MANUFACNRER'S SPECIFICATIONS SEE NOTE BELOW SPECIFIED IN THE CONTRACT. WHEEL STOPS SHALL BE APPROXIMATELY 6" HIGH AND A MINIMUM OF 6' 3 THIS DRAWING IS NOT APPROVED FOR CONSTRUCTION CONTRACTOR TO SUBMIT CUT SHEETS OF PROPOSED BOLLARD FOR NOTE: t LONG. APPROVAL PRIOR TO MANUFACTURING- EOOE OF TRAIL /-0' 1. THE PURPOSE OF THIS DETAIL IS FOR INFORMATION ONLY,THIS DETAIL SHALL NOT BE USED BY THE CONTRACTOR FOR CONSTRUCTION THE CONTRACTOR SHALL PROVIDE A SHOP DRAWING DESIGNED 3. ALL ACCESSIBLE STALLS AND ACCESS AISLE SHALL NOT EXCEED 2% IN ALL DIRECTIONS. SPECIFICALLY FOR THIS PROJECT,AND STAMPED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE 1P STENCIL LOCATION OF WASCAI GTON-THE CONTRACTOR'S ENGINEER SHALL VERIFY EACH DETAIL FOR ACCURACY AS IT = AP —A0. wsnyuww as Nu,w• PERTAINS TO THE WALL DESIGN FOR THIS PROJECT. 0.P Q0' Trr+cnl criAAwrr WALL secnoN j 4 ADA PARKING STALL DETAIL '"YE`L°"� "-`P' RD SET SAGE INTS' N.T.S. FASTEq PEO RAMP OR EDGE OF TEAIL AC PAVEMENT EDGE F Know what's below. REMOVABLE BOLLARD DETAIL TYPICAL GRAVITY WALL DETAIL - Cell before you dig. 5 N.T.S 6 xTs " PLAN CHECK BY DATE o,r,b,.Io h eI REFERENCE APPROVED FOR CONSTRUCTION CITY OF ARLINGTON HALLER PARK SPLASH PAD SHEET NO, sm, C4.3 JAMES X KELLEY, P.E. FILLDEPARTMENT OF PUBLIC WORKS DIRECTOR � PUBLIC WORKS NOTES AND DETAILS SHEET DATE N0. REVISION BY g $OF � son� :ho Ewe s��uL aso a DESIGNED BY: DRAWN BY: ►py� Taco-i IN 0840? P02.427 BID SET 21 MARCH 2O18 g' DATE APPROVED: asa<; 1903 PROJECT N0. SHEETS ,L.EE.,,Lr.,.,rrRmNL NOTES: i1D•cc '# 1."NDLEs TO SE COxsTRuclm N AOCONDANCE WITH 7 FDR DFPITIS DVER 26•YANHMIIE BASE sLAe DESIGN AASHIO Y-1SS(ASM C 47B)UNLESS OTHERWISE SHORAN LL RIICII SIN K DESKMEO BY A SIIRAL ENCWEER. ON PLVS OR NOTED M STAN0IRD SPECIFlGTIOTS t)-1/2' w B Al INTERIOR AND EKIFRIOX JOINS TO RE GROI11E0 I _I 2.ALL RBNTOR—CART IN PUCE CONCRETE—BE (SEE GROX SPECIFKATIONS). M.TO BE 1/2• 3/4'OA YET HOLE CLASS 40OD NON-RENT'ORCED CONCRETE N CHANNEL THXX MINMUM AND D'EACH SIDE OF JOINT MINIM I. 1/2•THICK WEBS LOCI(Nq 110LE(TP)a PLARB AND 9HElF SHALL BE CIA4S 300. ALL PREtlST THEY MUST BE III PRIOR TO BACKFILL B PUC6 CONCRETE SHALL BE CIASs 40D0. a/e'HIM cLEAIs AND 6'GASKETED B CORE D ftR ONLY.HAMMER-KNOGOUte WLL IETIFAS .T-PRE .Baas S BE RWeASINO ,TH cWtom NOT BE ALLMFED KOR-N-SEAL FAOTORF INSTALLED S•RASED LETTERS CAST IRON LOCKING CAP E—y BOOTS ARE ALLOWED. 4.VE STRENGTH REINFORCING— SHALL BE A 0 IN T A RI NO AND COVER W BIRENOM OF eBASE: PSI AND BE PIACm M E Te.MINRIDIO e•_T'OEn WRit BE rut+Lvz z-s/te'TTP ---1 ONE SIZE URGER UPPER 11AIF OF 111E BASE WITH 1'MINRMY CLEARANCE �• •• ' A A THAN PIPE DUa e anDUT HOIE WE IS ELEVATION LABELED'SEWER- ELIAAL ro RPE DOTER E4•-T r ' , EW T PLIE l� JI �LV MANHOLE WALL RRq AND CORER O, CONCRETE �• PAVED THICKNESS."MUM SEE SS_m ]/4'NBS / \ 12•� SURFACE PIPE IS e4'MANIOLE. A '24'FFOR F T AORRIYOIt SO^•AW B PVAFS I/R' P[D RFFIFC'CP _ RED MctE:iCa , UNPAVED AREAS MANHIMINIMUM DISTNFCE �A fffWEEN IgIES 6 e'LYutu®ON THE F' „• y PLAN ME )CAL END r6cc V K Y M M.PE PLIH:. _1110I CONE WITH FLC. (EKMENIC UNU= PLAN CHERNE TYPE B MANHOLE ON SIZES, '!) �`SPECIFIED) DEPELOGTION AND t ...iil��� *,"_ NUMBERS OF HOLES SIZE '. eim�SS_m ��FOESSIN DR P AN MANw T/Y GRADE 60 ME (SEE N=Z) SHAAL,BE m am RCMMCWCBRC But(ASTM A-615) O AND WARRANTED By MCI[• o°n THE MANHOLE SUPPYFR MR[FJASL RSQI POLYPRUf ENE ASTM D4101 rT\ e 3RCr*6 STEP MEETS ASTM C-47B y I AF;.4 - SECTION A-A 11 (�I/ �HyI L PAVED AREAS '-� TOR 1101E WE S 1Y A •. mm SEE SS-CFO TOR T3 Ya 5 A 2E) FDR Q MANHOLE.(SEE F HOOK 1/2'/FT(IMP) _-lll • 1 TIDTs 6 B e ABDJE) LxNRTROat OWARNL 01 i•. BIQF ro m CROBN a/THE SEE NptE t 12' MfT :I R Ot '; RTMOIKM MRII bDR PREusI SECTION A-A o 10 ew B`Y "Raw RISER)IN a S0 rTWT N' 12"CAST IRON LOCKING RING AND COVER Rim IN VCM OFMt11CN MORTAR FILLET A r�i ORRell'OBII ID SA M EACH NOTES: •S OLYMPIC M1025 OR APPROVED EQUAL Pe[t aSt BASE BrM MRORAL RISER I ANM•pU RNG owl a DAAv I10N CO M NRV TA INt RWJYIENNiS EM AASXIO Y 106.ORAL[me L N -'A CRYEEm MWBAdC EASE mm 2 IWRwtt LONEI TO ILL Ivctu RDN IXAMORwG 10 MI.A m w e0-x-ae awc IwNuw Ixvl , 4e•oRa-M I I ,A :at 4•Not DLMm CaMPACTIO TO uN NO InTO DR ASMRaYD Faun. ram•00.-M. �2R.I� E,. MSR O A4MND DEMYTI ] LOCKING CWIEB TO BE USED IN Al LOGTX1NA THE W SNUL BE LACKED DOWN WITH S-S/e'SS [•E SOCKET HEAD W SCNEWB. NOTES: Z 6a 4 R:r,ArrD cwER—a 1-10 1.ACF:IWMc+0'm——iK AUREa N UT IOR OElA W SIDE ELEVATION 1 CLEAN-OUT PIPE AND FITTINGS SHALL BE THE SAME MATERIAL AS THE SEWER AWN NOTE: RLRWORC4N)Mua 0"eV n RASE ON s. ALL unYlcR 10 NA•4 A WNIrAgI/2 QOAI,In 1.STEPS LOCATED N RISER SELTIDILS SHALL BE 6'. 2. A SANRARY LEE,SWEEP,OR STRAIGHT TEE IS NOT ACCEPTABLE GM SO KI/ N FKN OIKCigN FOR N'DA DBD So N/IT N U OMCT N FOR 5,V OA 3. SEWER STUB WILL BE CLEAN U TO-BEYOND PROPERTY LINE AND 5'BEYOND UTILITY EASEMENTS TO PREVENT DAMAGE 70 CLEAN-OOUT AND D MINIMIZE CONFLICTS WITH OTHER UTILRIES WHEN SERVICE TO BUILDING IS ACCOMPLISHED. VZ Y p DVARFR�IR 0/PURUC WOlO STANDARD DETAIL YZ Y OA nram a ar WAB71mR DR PWMC WG>0 $TANDAIID DETAB T Y GA +Wm N BRR V"ARFIWFT W TK�2C"M STANDARD DETAB YY Y O NI�s� aRM WASTOW Of POINUX WOW STANOAR0 DO- IL t A` t A .iR)M. STANDARD DETAIL NUMBER -/W_ STANDARD DETAI NUMBER R: AMANF� STANDARD DETAIL NUMtBER w+•ti STANDARD DETAIL XUYBEA 15 Nr.o SS-010 ®' SS-030 ®' •+�' SEWER cLEANouT SS-080 zi q<2,t1� MANHOLE TYPE 1 ±<n too MANHOLE COVER 2Rt c� 0 nMANHOLE TYPE 1 n n OL MANHOLE COVER MANHE LADDER STEP nSEWER CLEANOUT 1 N.T.S. N.T.t a7 Nt.S ~ �O Li x F ry Know wheys below. Call before you dig. PLAN CHECK BY DATE APPROVED FOR CONSTRUCTION orbarchi[ects HALLER PARK SPLASH PAD SHEREFETENCE NO CITY OF ARLINGTON DEPARTMENT OF C4.1 �. JAMES X KELLEY, PE ,�• NOTES AND DETAILS SHEET e DATE N0. REVISION BY ` PUBLIC WORKS DIRECTOR PUBLIC WORKS 60E$ �TMF s s n PAalea Ova,sn re aso a DESIGNED BY: DRAWN BY: T..ROma WA gB402 P02.427 BID SET 21 MARCH 2O18 g' DATE APPROVED: 253 72-1NDa PROJECT N0. SHEETS LEGEND PROPOSED CONTOURS [�} 12 EXISTING CONTOURS U 0 a mz XX�xX FINISH GRADE (UNLESS OTHERWISE NOTED) , r� 1 .i 1 �0 r GENERAL NOTES IPO�r+' 1. PROVIDE TRAFFIC CONTROL AT WEST COX STREET AS REQUIRED FOR UTILITIES HIGH CONNECTION WORK WITHIN THE ROADWAY RIGHT-OF-WAY. 2. SEE THE ELECTRICAL PLANS FOR SITE LIGHTING. 0 3. SEE THE MECHANICAL AND ARCHITECTURAL PLANS FOR SPLASH PAD WORK. 4. SEE SPECIFICATION FOR ADDITIONAL UTILITIES REQUIREMENTS. (E)GRAVEL PARKING r 5. ALL WORK SHALL CONFORM TO THE CITY OF ARLINGTON STANDARDS AND _ SPECIFICATIONS. 6. ALL UTILITIES SHUT-DOWNS/OUTAGES SHALL BE COORDINATED WITH THE CITY \ OF ARLINGTON PRIOR TO ANY WORK. 7. EXISTING UTILITIES SHOWN ARE TAKEN FROM CITY OF ARLINGTON UTILITIES I RECORDS AND HAVE NOT BEEN FIELD LOCATED. CONTRACTOR SHALL ARRANGE AND COORDINATE UTILITIES LOCATE AND PROVIDE A TOPOGRAPHIC SURVEY PRIOR TO ANY WORK OR ORDERING OF MATERIALS. CONTRACTOR SHALL NOTIFY THE CITY IMMEDIATELY IF PLAN WORK CANNOT BE PROVIDED AS ° 14 LOW P T j o% SHOWN. B. SEE SHEET C4.0 FOR EROSION CONTROL NOTES. BEGIN WALL 72.04(SW) 0 9. SEE SHEET C4.0 FOR TRENCH DETAIL. N:441248.1796 72.00(PAD / _ 10. SEE ELECTRICAL PLANS FOR SITE LIGHTING. E:1324566.989 e72"O?fSWIfSWI t\11. CONTRACTOR SHALL COORDINATE ALL WORK WITH THE CITY OF ARLINGTON ° LOW POINT PRIOR TO COMMENCING WORK. 12. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 1 D �72-31 ISVA KEY N❑TES: ° 72.33(S f 0 //70.44 /�,Q 73.25(TVt) 72.31 (SW / ! 72.0(SW) 72.00(PAD) �1 EXISTING 6" CURB. �' 1-%X 3'4% 72.00(PAD) 73.33(TW) 73.33 (TW) SPLASH PAD 72.82(SW ❑2 FINISH GRADE AT BASE OF CURB. O o 0 2.23(SW) 72.0' 72.00(PAD) �3 SEE ARCHITECTURAL PLANS FOR SEATWALL DESIGN. SEAT WALL SHALL HAVE 2" MINIMUM REVEAL ALONG WALK. o 6 72.00 (PAD) 15 73.50(TW) 3 ® 3" CONCRETE CURB. �(FG) 71.5(FG) IY 73.33 (TW) 73.33(PAD) 4 O 70.6(FC) 72.00 (7308 PAD)) 72-0(PAD) 5Q ADJUST EXISTING CLEANOUT TO GRADE SEE DETAIL C41 p 72.001110 ��"�' ''��'7�� PAD (TW) 73.33(LANDING) - 24 FF=7 5 © PROTECT EXISTING GUY WIRE. 71.00(FG) 73.33 (SW) 7� GRADE TO DRAIN AWAY FROM BUILDING AND TOWARDS YARD DRAINS (CONCRETE INLETS). 72 73(SW) 72.00(PAD) 7 (TYP) 19 ^ 6 �1J 72.00(PAD) y� 4'63 ( ° 1 2'MAXIMUM BLOCK WALL. SEE DETAIL C4.3 EN ALL 'nc 73.33(LAND ) 0 2 N:4411 4 2.00 (PAD 73.7 1 TYP 9 CONCRETE PAD PICNIC AREA. SEE CONCRETE PAVEMENT DETAIL 74, e 71.65(FC) 14 �y C4.3 E:132 19.1 74.00 W) 13 '14 10 ADA PARKING STALLS. SLOPE AT ADA PARKING STALLS SHALL 0 END OF WALL 7375�7 9 4.20(S (FG) u.� E NOT EXCEED 2%IN ALL DIRECTIONS. SEE DETAILe !1 (S (SW) 74 5# 74.6# (FG) (FG) - ° 4 (FG) (FG 15 11 ASPHALT PAD. SEE DETAIL C4.3 C4.3 1/ o /r 74.Of 1 0 / 7 .75# (FG) f 74.60(SW) 12 12' WIDE ASPHALT TRAIL. SEE DETAIL C4.3 (MATCH EX.) (FG) (G) 73.27 (FG) T4. # 13 12' WDIE CONCRETE TRAIL SEE DETAIL 2 ® �- 7 .73 (SW) 73.41 (LANDING) (FG) / a C4.3 o O o (MATCH EX.) 73.7# FG �� 14 CONCRETE WALK. SEE DETAIL Q7 4. (FG3 Bf 1�' Q 0i 74.62# �• 15 PUMP HOUSE (MECHANICAL BUILDING. SEE MECHANICAL PLANS. (FG) >�•� 7 7} ^ 16 SPLASH PAD. SEE ARCHITECTURAL PLANS. / 74.0 17 STORAGE TANK. SEE MECHANICAL PLANS. 10 (EX) 74.1t 74• 74.Bt (FG) FF=73.0 (FG) FG) (SW)EXISTING RESTROOM BUILDING. ❑ ❑ 16 7 hk Igo E 19 PROVIDE REMOVABLE BOLLARDS. 20 PROVIDE PAVEMENT PATCH. SEE DETAIL t C 1.5% 75.5 % 21 GRADE TO MATCH EXISTING 0 3:1 MAX SLOPE. ATCH EXIS r MATCH EXIST.) 1 m 22 RESTORE EXISTING GRAVEL SURFACE W/CRUSHED SURFACING TOP COURSE, PER WSDOT STANDARD SPECIFICATION 9-03.9(3). COMPACT TO 95%MAX DRY DENSITY. 23 TAPER CURB TO FLUSH TO PROVIDE ACCESS TO FROG SCULPTURE. _S 24 CROSS SLOPE AT CONNECTING WALK SHALL NOT EXCEED 2%. - c a w w Y GRAPHIC SCALE +o e ro • 49 WEST COX STREET N20 a ( IN FEET) Y x ` 1i i E PLAN CHECK BY DATE APPROVED FOR CONSTRUCTION SHEET arb a r c h I e c t s HALLER PARK SPLASH PAD NO REFERENCE CITY OF ARLINGTONC3.1 'l] JAMES X KELLEY, P.E. DEPARTMENT OF SHEET DATE N0, REVISION BY 5 PUBLIC WORKS DIRECTOR PUBLIC WORKS GRADING AND PAVING PLAN OF 4 $ DESIGNED BY: DRAWN BY: ss01'clm:nva,S'we4s0 a TaN11 41' T:�,:-,WA 96402 P02.427 BID SET 21 MARCH 2O18 3 DATE APPROVED: 2535%2-190u PROJECT NO. SHEETS LEGEND CONSTRUCTION ENTRANCE _ 13 \ ASPHALT TO BE REMOVED !1� ASPHALT TO REMAIN Z r-7-7—_7 — — — — — — _ 2 \ \ _ � \ � GRAVEL PATH TO BE REMOVED � \ 13 ` 1 CLEARING/WORK LIMITS O HIGH VISIBILITY FENCE SILT FENCE 2 GENERAL NOTES 1. SEE SHEET C4.0 FOR EROSION CONTROL NOTES. I 5 2. CONTRACTOR SHALL PROTECT EXISTING UTILITIES THROUGHOUT CONSTRUCTION. 6 1 1} 1 3. SEE SPECIFICATION 31 25 13 FOR ADDITIONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS. 10 4. THE CONTRACTOR SHALL COORDINATE SITE ACCESS WITH THE CITY OF ARLINGTON PRIOR TO ANY WORK 1 OR FLAGGING OF CLEARING/WORK LIMTIS. PUBLIC ACCESS SHALL BE PROVIDED BY THE CONTRACTOR TO THE RESTROOM BUILDING, PLAYGROUND, OR OTHER PARK AREAS AS DIRECTED BY THE CITY OF ARLINGTON. ALL WORK SCHEDULES SHALL BE COORDINATED WITH THE CITY OF ARLINGTON. KEY NOTES: _ 5 14 �1 PROTECT EXISTING PLAYGROUND AREA NO ADDITIONAL WORK IN THIS AREA. m I \ ol F21 DEMOLISH EXISTING ASPHALT DRIVE AND SIDEWALK FROM BOLLARDS FROM WEST COX AVENUE TO EXTENTS SHOWN TO THE I w NORTH. 3� DEMOLISH EXISTING CONCRETE BENCH PADS. RETAIN AND STORE BENCHES FOR CITY OF ARLINTON. 11 E I z ® REMOVE AND STORE FROG SCULPTURE FOR CITY OF ARLINGTON. COORDINATE WITH CITY OF ARLINGTON NEW LOCATION FOR FROG SCULPTURE. F5 OVERHEAD LIGHT POLE AND POWER LINES TO BE DEMOLISHED BY SNOHOMISH COUNTY PUBLIC UTILITY DISTRICT. FILL II 6 ���DEPRESSION WITH FILL MATERIAL. E © REMOVE EXISTING BUSHES. o �7 REMOVE EXISTING GRAVEL PATH AS SHOWN. MATCH NEW EDGE OF GRAVEL PATH TO PROPOSED CONCRETE WALKWAY. SEE SHEET C3.0. /// ' �• l / // -/' F87 EXISTING GRAVEL PICNIC AREA TO BE REMOVED AND REPLACED WITH CONCRETE PAD. II � �9 EXISTING GRAVEL PATH TO REMAIN. 10 LANDSCAPE LOGS AND BOULDERS SHALL BE REMOVED AND SALVAGED BY THE CONTRACTOR AND DELIVERED TO THE OWNER 2 11 PROTECT EXISTING UTILITIES. Imo/ I - -• j�/ l \of 12 PROVIDE CONSTRUCTION ENTRANCE. SEE DETAIL a 13 PROVIDE SILT FENCE, SEE DETAIL C4 T 14 APPROXIMATE LOCATION OF CUT IN GRADE FOR NEW SP SH PAD. ) �• i a 15 PROVIDE NEAT LINE SAW CUT AND PAVEMENT PATCH C4.0 Hp7 TAR AND SEAL JOINT. t 11 rn / 11 11 16 REPLACE/REPAIR EXISTING CHAINUNK FENCE UPON COMPLETION OF CONSTRUCTION. 16 15 13 GRAPHIC SCALE — — �• 5 F t to 16 U to " _. to WEST COX STREET K to- itD-- SD ■ u�� � z 4 t0 to( IN FEET) ss tt— X L• .s __n VV �'� E Kx HEE PLAN CHECK BY DATE APPROVED FOR CONSTRUCTION O•Rbarchile HALLER PARK SPLASH PAD STNOE CITY OF ARLINGTON DEPARTMENT OF C2.0 _ TESC AND DEMO PLAN SHe" PUBLIC X KES DI PT PUBLIC WORKS DATE NO. REVISION By PUBLIC WORKS DIRECTOR o /°'� 4 9ro P-, Aa.S.O.eso 20F a DESIGNED BY: DRAWN BY: TggL d 921 dl o o,DATE APPROVED: w?.n� PROJECT NO.n?e oz P02.427 BID SET 21 MARCH 2O18 i Sr+EF IS LOCATE OWNERS FROG SCULPTURE HERE IN PLANT BARK (E)PLAY AREA BEYOND INCORPORATE CONNECTION FOR ADA ACCESS AT PLAY AREAS AT(E)LOCATION LIGHT POLES,PER ELECTRICALS�uqq PATH AND PAVE SEATING WALL RETAINING WALL A SEATING AREA LANDSCAPING BY OWNER A WEST COX STREET CONCRETE WALK - RESTORE ADJACENT BEYOND LAWN 74.63' 74' 3.3$ 'A 72' <h. W Y _ i -1 ....... ... ..... .,_ .,. r--^--"'_ .---•-�-"---r--�-._ ,.-o.`.�.r.....:r,.,,;•r. f fl it ��� _. .:. - _ _ _ I f I:_II I: }i _! .;+.._ L :. I. - - 1 - a',.i� , �• i' It 'll.EA !� -lI-I r I :TJ _,;.I�IHt-1 - - 1 �- f- ' -. -•1-+'-I .i' ( -I - I -i � 11� i - il�.11 �11KII I 11 it�l 1 RTr"if' 1-•�(C=i;ril :. u.;n-�t .:F-p1 f-�n '.._ �, ,, ._u_I �•"'iIIRR�' t .L i ,n u,l.m-u. .-+,. �+ u-dr- u•-U+--u,-fl'-•,r.-�t- IF � � t' 1L-m-Ib-., r (iFat r -: ,-t m+ , 17-•r r-n : Tau I�t�iF-ifl-+ + -.r=+"'lis?.t t_u r SPRAY DECK AREA SITE SECTION: NORTH-SOUTH 1116"=V-0" (sec-01.dwg) SD1.2 SD2.0 LIGHT POLES,PER ELECTRICAL —CONCRETE WALK SEATING WALL SPLASH PAD.COORDINATE J PUMP HOUSE TO BE / PER CIVIL LAYOUT AND INSTALLATION E PROVIDED BY CXT / is REQUIREMENTS OF FEATURES z" MANUFACTURE `L!/ RETAINING WALL WITH MANUFACTURER II I I I I I II I1 CONCRETE WALK,REFER TO CIVIL ASPHALT PARKIN 0 1 1, irk. rL _L .. 73.5' N ! .. . . VERIFY WITH CIVIL -- f;jj L..i�-:y _p=.a- ,-`;: r:tu.rL{ty N r T-i - ? _ - -n 'I I � =,1-II-I � II-II I I. I I `I-il I-li I I 1 11= =11 =IS IE - r- G-.-• - T- EIS 1- i t• _•�:_!�q t-I 1: t-I=1 I + _ t, --°..a�_ o -iTPLJt� -i�- = -j !!. t!)'7J ��i+. T J- L n �•_;a i _,_f f .I;I _.ir :'t _,i :T_I._.r_ ;c _ _ - p } ,•-� I m u• I F I � I I I - -il', u I I I , I rn u!-�-ut 1 II=I f ir�a�al �-1,1.c--1 �l 1�1 T I I I u=t=1 � � - 1-e={ I n I n-n I u-I-u•-•111 -u I I f - elf= -T1I In-I-T I l<�I - -I _ _ tL•r > - ' ,� t' a ] I - -nl-"?=. _- � _I-I_ r_ .IIr- -t_-t rt;� i .� T- - 1�-thin-,y��;�1-F -0`- !; Q_- -+t-c� --6_ �, -' I •ai�i 1 {f- -!I r T fC ��� .ti Ct'I'Jib -iL Il IT• 11= h; I I IL -_-O':�1:_. - 11 ,- 'Its I 'i' 1 T�1!-I LIL. I 1 0 + ! I IIFJ - Ii_ 1 _I o 1 =lR-_1 Idl IT + - l=.Itt=lt�il=li�7 7_ =u i�1 I•-t 1 - + _ -1-II IN --II w PREPARE SUBGRADE PER CIVIL SUBGRADE PER CIVIL AS REQUIRED BY CXT MFR SITE SECTION: EAST-WEST r2� a 1116"=V-0" (sec-01.dwg) SD1.2 SD2.0 16' 6' 0 16' 32' 1116"=1'-0" PLAN CHECK BY DATE prilrr a f c h l!e C t REFERENCE APPROVED FOR CONSTRUCTION CITY OF ARLINGTON HALLER PARK SPLASH PAD SHEET NO. DEPARTMENT OF SITE DEVELOPMENT SD2.0 JAMEPUBLIC x KES DIRECTOR PUBLIC WORKS SECTION SHEET DATE N0. REVISION BY I u�uc wnitl<s ofRECTOF OF DESIGNED BY: DRAWN BY: s50R--ilicAv�S,im4 a fsrcme\Y"A 9saL BID SET 21 MARCH 2O18 DATE APPROVED. ?;�-572-.;g: PROJECT NO. ' SHEETS EXISTING PLAN NOTES: f' THIS PLAN IS GENERATED FROM A COMPOSITE OF SURVEY AND TOPOGRAPHIC Q ' INFORMATION PROVIDE BY THE CITY OF (E)PICNIC ARLINGTON.THE CONTRACTOR SHALL BE HELTER n RESPONSIBLE FOR VERIFYING THE EXISTING mL CONDITIONS IN ORDER TO ACCOMPLISH THE PLANNED IMPROVEMENTS. (E)ASPHALT PATH (E)POWER POLE r TO REMAIN \ \ (E)GRAVEL PARKING (E)LAWN AREA \ d 1 (E)LIGHT POLE, TYP OF(8)IN AREA OF WORK (E)ASPHALT DRIVE (E)GRAVEL PATH � � o (E)GRAVEL PARKING - \I \ ` ` APPROX.LOCATION OF (E)2-WATER SERVICE LINE. VERIFY(TRACER WIRE) ,1 / CONC. / PAD R0 APPROX.LOCATION OF(E)480V ' CONC. ELECTRICAL SERVICE. / PAD COORD.WITH CITY OF ARLINGTON L FOR FIELD LOCATE. E i CURB " (E)GRAVEL PICNIC AREA (E)PLAYGROUND AREA (E)LOG BORDER p+ (E)PLAYGROUND AREA n (E)RESTROOM BLDG WITH CONC. t � I CONCRETE PAD ALL AROUND CONC. -- r PAD �i PAD o + 2 p1 I' (E)GRAVEL PARKING o L a / (E)LIGHT POLES ON w Y1 W.COX ST. CONC. 1 Know what's below. PAD Call before you dig. d S (E)BOLLARDS _DRAIN — V o \ —STORMWATER ° ! SITE PLAN 1"_ =20'0" (pl_topo_arch.dwg) �51.0 WEST COX STREET — — — — — — — — — _ I 1\ I I r 1 1'=20'0' E PLAN CHECK BY ATE — APPROVED FOR CONSTRUCTION 01''barchi':.ecls REFERCITY OF ARLINGTON HALLER PARK SPLASH PAD SHEET NO LA DEPARTMENT OF SITE DEVELOPMENT SD1.0 JAMES X KELLEY. PT DATE NO. REVISION BY PUBuc WORjcS DIRECTOR I PUBLIC WORKS EXISTING SITE PLAN / TOPOGRAPHY a DESIGNED BY: DRAWN BY: %' acireAS,e�,eo DATE APPROVED: IL ;i,,u�.gqu, PROJECT NO. BID SET 21 MARCH 2018 GENERAL CONSTRUCTION NOTES: 12. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED,IT 1_ ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT EDITION OF THE STORM DRAINAGE NOTES: 14. WHEN INFILTRATION FACILITIES ARE CONSTRUCTED,COMPACTION OF SOIL IS SHALL BE APPLIED AT A MINIMUM THICKNESS OF 3 INCHES,OR 3,000 POUNDS PER NOT ALLOWED,AS THE DESIGN IS BASED ON NATURAL SOIL IN THE ORIGINAL ACRE. CITY OF ARLINGTON PUBLIC WORKS STANDARDS AND SPECIFICATIONS,AND THE I. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE CONSTRUCTED IN LOCATION.VEHICLES SHALL NOT BE DRIVEN OVER THE INFILTRATION AREA CURRENT EDITION OF THE WASHINGTON STATE DEPARTMENT OF ACCORDANCE WITH THESE APPROVED PLANS AND CITY STANDARDS AND DURING CONSTRUCTION. 13. SOIL STOCKPILES SHALL BE STABILIZED WITHIN 24 HOURS.WHEN ACTIVELY TRANSPORTATION(WSDOT)STANDARD SPECIFICATIONS FOR ROAD,BRIDGE, SPECIFICATIONS.ANY DEVIATION FROM THESE PLANS WILL REQUIRE PRIOR AND MUNICIPAL CONSTRUCTION.A COPY OF THESE DOCUMENTS SHALL BE ON WORKING WITH THE SOIL STOCKPILE,STABILIZATION BY GROUND COVER BMPS SITE DURING CONSTRUCTION. APPROVAL FROM THE OWNER,THE CITY ENGINEER,AND OTHER APPROPRIATE 15. IF THE CONTRACTOR ENCOUNTERS GROUNDWATER OR SOIL CONDITIONS SHALL OCCUR AT THE END OF EACH WORK DAY. PUBLIC AGENCIES. DIFFERENT FROM THAT SHOWN IN THE PLANS DURING INFILTRATION SYSTEM 2. IT IS THE SOLE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR TO OBTAIN A INSTALLATION,THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR. 14. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE GRADING PERMIT,RIGHT-OF-WAY PERMIT,AND UTILITY PERMITS,FROM THE CITY, 2. ALL PIPE MATERIALS SHALL MEET THE REQUIREMENTS OF THE CITY STANDARDS BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE ALL REQUIRED PERMITS FROM OTHER AGENCIES MUST ALSO BE OBTAINED BY AND SPECIFICATIONS.ACCEPTABLE STORM DRAINAGE PIPE MATERIALS INCLUDE TESC NOTES: PROJECT.ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL THE DEVELOPER/CONTRACTOR. CONCRETE,PVC,HOPE,AND DUCTILE IRON.CORRUGATED METAL PIPES PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. (GALVANIZED ALUMINUM OR STEEL)ARE NOT ACCEPTED BY THE CITY.ALL PIPE 1. APPROVAL OF THE TEMPORARY EROSION/SEDIMENT CONTROL(TESC)PLAN 3. PRIOR TO ANY CONSTRUCTION ACTIVITY,THE DEVELOPER/CONTRACTOR SHALL JOINTS MUST HAVE GASKETS AND SHALL BE WATER TIGHT UNLESS OTHERWISE DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR STORM 15. MAINTENANCE AND REPAIR OF TESC FACILITIES AND STRUCTURES SHALL BE ATTEND A PRECONSTRUCTION CONFERENCE WITH THE CITY THE CONSTRACTOR DIRECTED BY THE CITY. DRAINAGE DESIGN. CONDUCTED IMMEDIATELY UPON RECOGNITION OF A PROBLEM OR WHEN THE SHALL SCHEDULE THE PRE-CONSTRUCTION CONFERENCE BY CALLING(360) TESC MEASURES BECOME DAMAGED 403-3500.PRIOR TO SCHEDULING,THE CONTRACTOR MUST SUBMIT AND RECEIVE 3. PIPE BEDDING MATERIAL SHALL BE 5/8-INCH MINUS CRUSHED GRAVEL FOR ALL 2, A TESC PLAN MEETING THE DOE STORM WATER MANAGEMENT MANUAL ADOPTED APPROVAL FOR THE TRAFFIC CONTROL PLAN,CITY PERMITS,TEMPORARY PIPE TYPES,EXCEPT DUCTILE IRON BEDDING MATERIAL FOR DUCTILE IRON PIPE BY THE CITY SHALL BE SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO ANY 16. UPON COMPLETION OF THE PROJECT,ALL BMP'S SHALL BE REMOVED FROM THE EROSION AND SEDIMENT CONTROL PLAN,PERFORMANCE BOND,COPY OF OTHER SHALL MEET THE REQUIREMENTS OF THE CITY'S STANDARDS AND WORK ON THE SITE.AN APPROVED COPY MUST BE MAINTAINED ON-SITE AND BE SITE AND RIGHT OF WAY.IF BMP'S ARE REQUIRED TO REMAIN IN PLACE FOR AGENCY PERMITS,A COPY OF THE CONTRACTOR'S LICENSE,AND PROOF OF SPECIFICATIONS(CHAPTER 4). READILY AVAILABLE TO THE CITY INSPECTOR AT THEIR REQUEST. FURTHER PROTECTION,ARRANEMENTS FOR REMOVAL SHALL BE MADE WITH THE INSURANCE COVERAGE. CITY INSPECTOR, 4 ALL TRENCH BACKFILL IN AREAS OF PAVEMENT OR STRUCTURAL LOADING SHALL 3 THE TESC BMP'S SHOWN ON THE PLAN MUST BE INSTALLED PRIOR TO ALL OTHER 4. A COPY OF THE APPROVED CONSTRUCTION PLANS MUST BE ON THE JOB SITE BE COMPACTED TO AT LEAST 95%OF THE MAXIMUM DRY DENSITY.ALL OTHER CLEARING AND GRADING ACTIVITIES,AND IN SUCH A MANNER AS TO ENSURE WHEN CONSTRUCTION IS IN PROGRESS. AREAS SHALL BE COMPACTED TO AT LEAST 90%OF MAXIMUM DRY DENSITY. THAT SEDIMENT-LADDEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM, S. ALL SITE WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED LEAVE THE SITE,OR VIOLATE APPLICABLE WATER QUALITY STANDARDS. PLANS ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE PRIOR 5. ALL PIPE SHALL BE PLACED ON STABLE EARTH.IF IN THE OPINION OF THE CITY MAINTENANCE,REPAACEMENT,AND UPGRADING OF THE TESC PLAN IS THE APPROVAL FROM THE OWNER,THE CITY ENGINEER,AND OTHER APPROPRIATE INSPECTOR,THE EXISTING TRENCH FOUNDATION IS UNSATISFACTORY,THEN IT RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETE PUBLIC AGENCIES. SHALL BE EXCAVATED BELOW GRADE AND BACKFILLED WITH GRAVEL BEDDING AND APPROVED BY THE CITY. MATERIAL TO SUPPORT THE PIPE. 6. ALL OF THE LOCATIONS OF THE EXISTING UTILITIES SHOWN IN THE PLANS HAVE 4. THE BOUNDARIES OF THE CLEARING LIMITS,SHOWN ON THE TESC PLAN,SHALL BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS 6. LOT DRAINAGE SYSTEMS,STUB-OUTS AND ANY DRAINS BEHIND THE SIDEWALK BE CLEARLY FENCED OR FLAGGED IN THE FIELD PRIOR TO STARTING AND SHALL THEREFORE BE CONSIDERED APPROXIMATE AND NOT NECESSARILY MUST BE INSTALLED AS REQUIRED PRIOR TO SIDEWALK CONSTRUCTION. CONSTRUCTION.NO DISTURBANCE BEYOND THE FENCED OR FLAGGED COMPLETE.IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO STUB-OUTS SHALL BE MARKED WITH A 2"X4"WITH 3 FEET VISIBLE ABOVE GRADE CLEARING LIMITS SHALL BE PERMITTED.THE FENCING AND/OR FLAGGING SHALL INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS AND MARKED"STORM".LOCATION AND DEPTH OF THESE INSTALLATIONS SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF THE BE SHOWN ON THE AS-BUILT PLANS SUBMITTED TO THE CITY. CONSTRUCTION PROJECT, 7. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL CASTINGS AND UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES 6. ALL CATCH BASINS SHALL BE TYPE 1 UNLESS OTHERWISE SHOWN ON THE PLANS 5. THE TESC FACILITIES SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS LOCATE SERVICE(1-800424-5555 OR 811)AT LEAST 48 HOURS PRIOR TO AND APPROVED BY THE CITY.THE USE AND INSTALLATION OF INLETS IS FOR THE ANTICIPATED SITE CONSTRUCTION.DURING THE CONSTRUCTION CONSTRUCTION.INSPECTION AND ACCEPTANCE OF ALL WORK WILL BE DISCOURAGED. PERIOD,THESE TESC FACILITIES SHALL BE UPGRADED AND ADDED TO AS ACCOMPLISHED BY REPRESENTATIVES OF THE CITY OF ARLINGTON IT SHALL BE NEEDED,FOR UNEXPECTED STORM EVENTS AND TO REFLECT CHANGED THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE AND SCHEDULE 7_ ALL CATCH BASINS WITH A DEPTH OF 5 FEET(RIM TO INVERT)OR GREATER CONDITIONS,AS REQUIRED BY THE CITY. APPROPRIATE INSPECTIONS,ALLOWING PROPER ADVANCE NOTICE.THE SHALL BE TYPE 2 CATCH BASINS EQUIPPED WITH 3/4-INCH DIAMETER SAFETY INSPECTOR MAY REQUIRE REMOVAL AND REPLACEMENT OF ITEMS THAT DO NOT MANHOLE STEPS OR A MANHOLE LADDER PER CITY STANDARD DETAILS. 6 THE CONTRACTOR SHALL PROVIDE THE CITY A 24-HOUR EMERGENCY CONTACT MEET CITY STANDARDS OR WERE CONSTRUCTED WITHOUT INSPECTION. PHONE NUMBER OF THE CONTRACTOR'S CERTIFIED EROSION CONTROL B. ALL GRATES SHALL BE MARKED"OUTFALL TO STREAM-DUMP NO POLLUTANTS". SUPERVISOR PRIOR TO STARTING CONSTRUCTION. 6. THE CONTRACTOR SHALL KEEP THE ON-SITE AND OFF-SITE STREETS CLEAN AT ALL SOLID COVER SHALL BE MARKED"DRAIN".ALL CATCH BASINS AND MANHOLES ALL TIMES BY CLEANING WITH A SWEEPING AND/OR VACUUM TRUCK.WASHING SHALL BE EQUIPPED WITH LOCKING FRAMES AND LIDS OR GRATES PER CITY 7. THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL FROM STANDARD DETAILS. MAINTAINED AS NECESSARY TO ENSURE CONTINUED FUNCTION AND OPERATION. w THE CITY INSPECTOR. 0 0 Z 9. THE CONTRACTOR SHALL MAINTAIN TWO(2)SETS OF"AS-BUILT"PLANS 9• ALL GRATES LOCATED IN THE GUTTER FLOW LINE(INLET AND CATCH BASIN) 8. BETWEEN OCTOBER 1 AND APRIL 30,DISTURBED AREAS THAT ARE TO BE LEFT E SHOWING ALL FIELD CHANGES AND MODIFICATIONS.IMMEDIATELY AFTER SHALL BE DEPRESSED 0.1 FOOT BELOW PAVEMENT LEVEL. UNWORKED FOR MORE THAN TWO(2)DAYS SHALL BE IMMEDIATELY COVERED BY ? CONSTRUCTION COMPLETION,THE CONTRACTOR SHALL DELIVER BOTH COPIES MULCH,SOD OR PLASTIC COVERING.BETWEEN MAY 1 AND SEPTEMBER 30, OF RED-LINED PLANS TO THE CITY THE CITY WILL FORWARD ONE OF THE COPIES 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL MANHOLE,INLET DISTURBED AREAS THAT ARE TO BE LEFT UNWORKED FOR MORE THAN SEVEN(7) TO THE DESIGN ENGINEER. AND CATCH BASIN FRAMES AND GRATES/COVERS TO GRADE JUST PRIOR TO DAYS SHALL BE IMMEDIATELY COVERED BY SEEDING OR OTHER APPROVED a CURB INSTALLATION AND/PAVING. METHODS. u 11. ALL RETENTION/DETENTION FACILITIES SHALL BE INSTALLED AND IN OPERATION 9. SEDIMENT DEPOSITS SHALL BE REMOVED FROM ALL CATCH BASINS, PRIOR TO,OR IN CONJUNCTION WITH,ALL CONSTRUCTION ACTIVITY,UNLESS PRE-TREATMENT/SEDIMENT POND,AND SEDIMENT TRAPS UPON REACHINGA OTHERWISE APPROVED BY THE CITY. DEPTH OF 12 INCHES. 12. DETENTION/RETENTION PONDS WITH SIDE SLOPES STEEPER THAN 3:1 OR WITH A 10. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY o MAXIMUM WATER DEPTH GREATER THAN 3 FEET SHALL BE ENCLOSED WITH A SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL a VINYL COATED CHAIN LINK FENCE. MEASURES,SHALL PROVIDE ADEQUATE STORAGE CAPACITY,AND SHALL BE CLEANED OUT ENTIRELY ONCE THE SITE IS STABILIZED.IF THE PERMANENT w 12. BIO-FILTRATION SWALES AND/OR FILTER STRIPS SHALL BE CONSTRUCTED, FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM,THE BEDDED OR SEEDED AND IN OPERATION PRIOR TO,OR SODDED IN CONJUNCTION FACILITY SHALL NOT BE USED AS A TEMPORARY SETTLING BASIN. = WITH,ASPHALT PAVING.THE VEGETATION IN THE BIO-SWALE MUST BE WELL ESTABLISHED BEFORE PAVING BEGINS. 11. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED,FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROXIMATE RATE OF 120 0 13. STORM WATER RETENTION/DETENTION FACILITIES,STORM DRAINAGE PIPE AND LBS PER ACRE. CATCH BASINS SHALL BE FLUSHED AND CLEANED BY THE DEVELOPER PRIOR TO THE CITY'S ACCEPTANCE OF THE PROJECT. 7 a d E PLAN CHECK BY DATE, APPROVED FOR CONSTRUCTION CIPI a r c h i t e c t s CITY O F ARLINGTON REFERENCE HALLER PARK SPLASH PAD SHEET NO. DEPARTMENT OF CITY OF ARLINGTON GN0.1 JAMES X I<ELLEY, P EANN ¢IEF T DATE NO.1 REVISION _ BY PUBLIC WORKS DIRECTOR 1�I PUBLIC WORKS GENERAL NOTES -a° DESIGNED BY: DRAWN BY: 950 P-ific.Avc 811:,;450 OF I DATE APPROVED: ``z, ';"n� PROJECT NO. BID SET 21 MARCH 2O18 _ sr1ELTs_ PLAN NOTES OI 6"COMBINI-D DRAIN SHALL BE CONNECTED TO EACH DRAIN BY EQUAL LENGTH 6"BRANCH PIPE. d ° ° a \ d d z d a \ a aa r-- --__ T __ \ I d ° �a ° \ a < I� I \ O • d Q (`1 I a 1•I/r WFS \ 1 1 d I 1 d I I d V WF71 6-W17t K•WPR� 1 wR 1 � lwlt rFlt I 2 wrs I.1/r WPS r II� 1.1/r WFs ° I 1� R I 6 Nt 1.17 WFS I I r I ' J?i! I-vrwn _ w. WFS I� 1.1/r wFS + LPr wrs S .1 \ 1 1.1.7 WF I.VI'�WFS 1.1/2•WFS 1•IR•WFS 1 I•IR'WFS 1 � I Id I a I-vrWFS 1-I/r WFS 1.1/r WFS r 1. 1•11rwFs -U2•WFSI J 1 O 1 _ I•ur I ��. I-vrw. e a I a I D I 1.14" Fs � 1-11rwts I O I Ea L ---- ------------ ----- 5 1-I/rf- t �� T 3 a a ° a a �c--%—a1c—:c—� - a �, a d d J a a 3 � 4 O ® e � Q � N d 4 J d d SITE PLAN PIPING _> enginuity c SCALE: 1/8"=1'-0" systems L« i I 0 4' B' 16' I3i[wun[xcE vH Iv33�avaossv ,.c.r..,.r.vacv �v�l lvs3l zvfo35a A�yv.cam a) S PLAN CHECK 8Y DATE OR+b a r c h l e c t s REFERENCE APPROVED FOR CONSTRUC110N ^i CITY OF ARLINGTON HALLER PARK SPLASH PAD s11EETNo. CDEPARTMENT OF M1.1 PUBLIC % KES DI P.E. PUBLIC WORKS SITE PLAN PIPING SHEET PUBLIC WORKS DIRECTOR l , OF DATE NO. REVISION BY K>v 78 ssoP-i!X,A,-,, sr, a DESIGNED BY:�B DRAWN BY: KBT AL 'aroma wA 9Ba0' PROJECT NO. P02.427 BID SET 21 MARCH 2O18 SHEETS DATE APPROVED: 25a- , -asoa RECESSED BRASS PLUG 3/8"THREADED ROD. FB41SHED GRADE ATTACH TO STRUCTURE (2)3/8"NUTS WITH WASHER A\'D LOCK-W ASHGR, 6�MAX GA x 1"WIDE 12"X 12"X 4"CONCRETE SLAB 1"CW TO EMERGENCY HANGER STRAP, WATER EYEWASH,WALL HYDRANT, 18 GA METAL STRAP V WIDE ATTACH TO HAMMER AND TRAP PRIMERS EXHAUSTDUCT,SEE STRUCTURE, COMPACT THOROUGHLY ARRESTOR PLANS FOR SIZE TO AVOID SETTLING I• BFP-I 2"CW TO SPRAY PARK SYSTEMS IN EXHAUST DUCT,SEE 2" BIT MECHANICAL ROOM PLANS FOR DUCT SIZE SECURE EACH STRAP TO DUCT WITH(2)O70 SELF TAPPING SHEET BFP-2 P_I DLMETALSCREWS. WASTE PIPE 2" BFT 2• 2• NOTES: — I.PROVIDE AND CONSTRUCT DUCT HANGERS AND SUPPORTS PER SMACNA 2W6HVAC DUCT CONSTRUCTION STANDARDS FIGURE 5.5. 2"CW TO WATER 2.LENGTH OF SUPPORTS.STRAP SIZES,AND SIZES OF STEEL ANGLES ASRRQIBRED FOR STORAGE TANK T-1 DUCTWORK CONF�IJRATION. 2,MAXUtUM 10'SPACING BL•TWEFN SUPPORTS. 2"PIPE.FIELDROUTE 0.DGCIS SHALL RE SUPPORTED INDEPENDENTLY AT EQUIPMENT AND ON BOTH SIDES OF 2"DOMESTIC CW FROM SITE TO FLOOR DRAIN AN EXPANSION OR FLEXIBLE JOINT. 5.HANGER SUPPORTS SHALL BE SECURELY FASTENED TO THE BUILDING OR STRUCTURE. C7 TYPICAL DUCT MOUNTING DETAIL C6 TYPICAL SURFACE CLEANOUT C5 WATER HEADER SCALE: NONE SCALE: NONE SCALE: NONE FINISH TRENCH GRADE TO PIPE RANG-R CUT 1-1/2"RIGID INSTALL STRAINER, MATCH SURROUNDING LANDSCAPING, THREADED ROD; REMOVE&STORE STRAINER HEAD,& GALVANIZED METAL SHIELD ATTACH TO STRUCTURE r WASTE PIPE STRAINER,STRAINER INSULATION TO FIT; FLASHING COLLAR(SET STRAINER HEAD PAVING,OR CONCRETE, BETWEEN HANGER AND INSULATION HEAD,&FLASHING ATTACH WITH DUCT STRAINER UP TO CENTERLINE OF PIPE RIGID INSULATION TO FINAL ELEVATION) PIPE INSULATION 45-60°SLASH CUT COLLAR TAPE FINISHED GROUT PIPE INSULATION IX PIPE DIAMETER(MIN) VAPOR NEW TRENCH PIPE BARRIER BACKFILL1 B"DIAMETER STANDPIPE (TYP) \mil SUPPORT FROM WALL FLOOR _ 6"LIFTS MAXIMUM FLASHING COLLAR I I DUCT TAPE TRACER WIRE I ,1`fi"MIN M' DRAIN FLOOR , _ _ _ I Ir MIN BODY DRAIN 6 BODY PIPE HANGER FLOOR FLOOR PIPE (-'� I H S ECHANICAL CONCRETE P URI: ROOM FLOOR PIPE SAND PIPE BEDDING,HAND TAMP SHIELD PROVIDE GALVANIZED PIPE ATTACH TOTRUCT TO PROTECT PLASTIC L 1'(UP TO 2'PIPEI IN ZONE FROM PIPE INVERT UP 6"{2.1/2"TU4'PIPFj PIPING(PIPE SHIELDS SHALL DE\Y 157EP�21 12"(4.IR•AND LARGER PIPE) T06"ABOVET'OP OF PIPE,NO SURROUND ENTIRE PIPE 3"VENT PIPED�1R CONCRETE POUR(STEP•II AFTER CONCRETE IIAR / MECHANICAL COMPACTION CIRCUMFERENCE) PIPE (EXISTING SOIL J ALLOWED IN THIS ZONE NOTE: WIDTH AS REQUIRED (30"MAXIMUM) COMPLETE INSTALLATION OF FLOOR DItA1N AND SETTING OF FINAL ELEVATION SHALL NOT BE 6'AIIN ALLOWED DURING INITIAL CONCRETE POUR. 6"WASTE TYPICAL FLOOR DRAIN INSTALLATION C2 TYPICAL PIPE BURIAL C1 PIPING SUPPORT DETAIL E 4r STANDPIPE DRAIN INSTALLATION SCALE: NONE "ALE NONE 11ALE: NONE Z SCALE: NONE f N a -� enginuity n ,Co RCE syste m s LL EZM . , , 'ACO w o _ E REFERENCE e p CHECK BY DATE o�.REgB APPROVED FOR CONSTRUCTION CITY OF ARLINGTON TALLER PARK SPLASH PAD SHEET No. DEPARTMENT OF M3.0 JAMES X KaLEY, P.E. M DETAILS SHEET • `: PUBLIC WORKS DIRECTOR `�' PUBLIC WORKS OF DATE NO. REVISION BY Gtin Is 9-.G Pzci:Ic A,n.Sm-4S0 DESIGNED BY: 1B DRAWN BY: KBT ^L WA 9E�a PROJECT NO. P02.427 BID SET 21 MARCH 2O18 SHEETS a DATE APPROVED: 53-572-09e3 LIGHTING FIXTURE SCHEDULE ELECTRICAL SYMBOLS LEGEND CONDUIT CONCEALED. HASH MARKS INDICATE NUMBER OF#12 CONDUCTORS IN TYPE MANUFACTURER LAMPS WATTS • CODE SIZE CONDUIT, NO HASH MARKS INDICATES 2412 CONDUCTORS PLUS GROUND IN 314"CONDUIT,LONG HASH MARKS INDICATES NEUTRAL CONDUCTOR. INDICATES r L1 BEGHELLI LED 45 GROUND CONDUCTOR. BS50LED-0-HT-50W-W T35- 120.277V - A-1,3 ADJACENT TO ARROW INDICATES HOMERUN OF CONDUCTORS IN CONDUIT FOR CIRCUITS 1 AND 3 TO PANEL"A".ALL SPARE/FUTURE STUBBED CONDUITS SHALL BE �}LL PROVIDED WITH A PULLSTRING AND TRACER WIRE. uy DUPLEX RECEPTACLE 20A,125 VOLT WALL MOUNTED AT 18 INCHES AFF.G=GROUND E FAULT INTERRUPTING,T=TAMPERPROOF. POWER PANEL }I 1 l Qj JUNCTION BOX. i 1 I Jl s V / ] ❑H HANDHOLE.WSDOT J11A FOG TITE STANDARD HANDHOLE WITH LOCABLE LID. z f, O. LED POLE MOUNT LIGHT FIXTURE.SEE SHEET E1.1 FOR FIXTURE,POLE DETAILS,AND �-' FIXTURE CATALOG INFORMATION. • 0 LED LIGHT FIXTURE,SURFACE MOUNTED ON CEILING. Al LIGHT FIXTURE E.Al=SPECIFIC LIGHTING FIXTURE REFERENCED ON LIGHTING FIXTURE SCHEDULE I ( Il (E)UTILITY 4 H (E)UTILITY Sr DIGITAL 0-12 HOUR TIMER SWITCH.WATTSTOPPER TS400 OR EQUAL POLE WITH POLE WITH 1 GROUND PER NEC- LIGHT LIGHT A B - 1 (��OFf3 Ell E1.1 T � TRANSIENT VOLTAGE SURGE SUPRESSION.SEE SPECIFICATIONS FOR REQUIREMENTS. TYPICAL s ` WP WEATHERPROOF i . : . . . . . . . . . . . . . - _ (E)OHP EXISTING OVERHEAD PRIMARY POWER LINES UGP UNDERGROUND PRIMARY POWER LINES s Rom} (E)OHS EXISTING OVERHEAD SECONDARY POWER LINES (E)UGS EXISTING UNDERGROUND SECONDARY POWER LINES i PUMP HOUSE.SEE SHEET E1.2 FOR PARTIAL PLAN UGS UNDERGROUND SECONDARY POWER LINES y \ \ NEW PANEL P1 (E) EXISTING . ' ; � ( \ r NEW CT CAN I �S METER GENERAL NOTES: (E)UTILITY y�+� � POLE WITH 0' 7i 1-' 1. ELECTRICAL REQUIREMENTS ARE NOT LIMITED TO ELECTRICAL DRAWINGS AND SPECIFICATIONS.THERE IS ADDITIONAL ELECTRICAL WORK REQUIRED TO BE INCLUDED IN THE BID,INDICATED ON ARCHITECTURAL,LANDSCAPE,CIVIL AND LIGHT - ! #10 1 H MECHANICAL DRAWINGS.ADDITIONAL ELECTRICAL WORK REQUIRED IN THE BID IS ALSO LOCATED IN THE SPECIFICATIONS. !+ •s LIGHT U1 LV1-1 CONTRACTOR SHALL REVIEW ALL ARCHITECTURAL,CIVIL,LANDSCAPE AND MECHANICAL SPECIFICATIONS FOR ADDITIONAL P1 8 S(V ) u� ELECTRICAL INFORMATION AND INCLUDE COSTS FOR THIS WORK IN THE BID. Pt-16 RECEPTS(VIA LV1-3)n _ - - 2. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES.THE o - - )� •\ 9 CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE w - LINE AT 1-(800)424-5555 A MINIMUM OF 40 HOURS PRIOR TO ANY EXCAVATION.THE CONTRACTOR WILL ALSO BE RESPONSIBLE FOR MAINTAINING ALL LOCATE MARKS ONCE THE UTILITIES HAVE BEEN LOCATED. 3. ALL WALL PENETRATIONS SHALL BE NEATLY CORE-DRILLED,CAULKED AND SEALED TO MAINTAIN FIRE,AND WATERPROOF RATING. PATCH,REPAIR,AND PAINT TO MATCH EXISTING. 4. CONTRACTOR SHALL PROVIDE TRENCHED VC-FIRE ALARM CONDUCTORS AND CONNECT THE POST INDICATOR VALVE TO THE ' FIRE ALARM SYSTEM FOR MONITORING. SEE CIVIL AND MECHANICAL DRAWINGS FOR LOCATIONS. E (E)RESTROOM �_ ' r y ? (1)21/2"C-PANEL R i BUILDING % r `• r (1)2"C-FUTURE 5. PROVIDE GROUND CONNECTIONS TO ALL SPLASH PAD EQUIPMENT AND ACCESSORIES PER NEC 680.PROVIDE AND FIELD v� INSTALL GROUND LUGS ON ALL METAL PARTS,SPLASH PAD EQUIPMENT,AND ACCESSORIES UTILIZE A BARE#B CU - PARKING LIGHTS CONDUCTOR FOR ALL GROUNDING AND BONDING CONNECTIONS. UTILI TNO PUD ELECTRICAL NOTES: EXISTINGIRELOCATE �' (, / UTILITY POLE PANEL R = E1.1 (E)UTILITY NEW PAD-MOUNTED EXISTING POLE,OVERHEAD SECONDARY LINES AND LIGHT FIXTURE TO BE REMOVED BY OTHERS. FI TYPICAL POLE WITH UTILITY TRANSFORMER //--{E)UTILITY LIGHT � � CONTRACTOR SHALL INTERCEPT EXISTING CONDUIT SERVING RESTROOM BUILDING,SET HANDHOLE,EXTEND CONDUIT AS o / POLE G SHOWN TO PUMP HOUSE SERVICE PANEL P1.PROVIDE NEW CONDUCTORS ENTIRE LENGTH AS SHOWN ON POWER RISER O_ TRANSFORMER UTILITY POLE WI DIAGRAM,SHEET E1.1. (E)OHP TRANSFORMER (POUTILITY 1 p1$LIGHTS(VIA LV1-2) GP--iJ (E)OHP s CONTRACTOR SHALL PROVIDE 4"C.0 STUBBED TO HANDHOLE 5'OUTSIDE BUILDING FOOTPRINT WITH PULL STRINGS FOR STUB AND CAP (E)OHP— P1-16 RECEPTS(VIA LV7-3) (E)OHP , FUTURE IRRIGATION CONNECTIONS.PROVIDE TRACER WIRE IN CONDUIT. (1)2-C-FUTURE (E)OHP i o PARKING LIGHTS --}--� CONTRACTOR SHALL PROVIDE 2"C.O.WITH PULL STRINGS BACK TO PANEL z N 20' 10' 0' 20' 40' P1 FOR FUTURE SITE LIGHTING.PROVIDE TRACER WIRE IN CONDUIT. CROSS ENGINEERS,INC �1 U 11 ELEC M MTRICAL SITE PLAN ® ,,,=2D_D" 1['�'I+ 11MLKJr.Woy PI 1253)➢19119 m ALE 1'-20-O' T2-WA WCUS Job N"m ,..17.1M l Inro® "eincers.rAm E REFERENCE PLAN CHECK BY DATE APPROVED FOR CONSTRUCTION cm%barchi!ecl: CITY OF ARLINGTON HALLER PARK SPLASH PAD SHEET NO. ,rLN L yG 1 R y~` �m� DEPARTMENT OF E1.0 JAMES X KELLEY,P.E. �-. SHOT Comm PUBLIC WORKS DIRECTOR l�' PUBLIC WORKS ELECTRICAL SITE PLAN OF DATE NO. REVISION BY �, Q DESIGNED BY: DRAWN BY: µ �`3/11h8 9J`is prole v\99 ` P02.427 BIB SET 21 MARCH 2O18 DATE APPROVED: PROJECT NO. SHEETS GENERAL NOTES: 1. ELECTRICAL REQUIREMENTS ARE NOT LIMITED TO ELECTRICAL DRAWINGS AND SPECIFICATIONS.THERE IS ADDITIONAL ELECTRICAL WORK REQUIRED TO BE INCLUDED IN THE BID,INDICATED ON ARCHITECTURAL.LANDSCAPE,CIVIL AND MECHANICAL DRAWINGS.ADDITIONAL ELECTRICAL WORK REQUIRED IN THE BID IS ALSO LOCATED IN THE SPECIFICATIONS. CONTRACTOR SHALL REVIEW ALL ARCHITECTURAL,CIVIL,LANDSCAPE AND MECHANICAL SPECIFICATIONS FOR ADDITIONAL ELECTRICAL INFORMATION AND INCLUDE COSTS FOR THIS WORK IN THE BID. 2. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES.THE HEATTRACE WH CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1-(800)424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR WILL ALSO BE 1 RESPONSIBLE FOR MAINTAINING ALL LOCATE MARKS ONCE THE UTILITIES HAVE BEEN LOCATEF) 1 T P1-1 WP S+ 3. ALL WALL PENETRATIONS SHALL BE NEATLY CORE-DRILLED,CAULKED AND SEALED TO MAINTAIN FIRE,AND WATERPROOF sF L1 Lt - L1 L1 G RATING. PATCH,REPAIR,AND PAINT TO MATCH EXISTING. 4. CONTRACTOR SHALL PROVIDE TRENCHED 1"C-FIRE ALARM CONDUCTORS AND CONNECT THE POST INDICATOR VALVE TO THE EF FIRE ALARM SYSTEM FOR MONITORING. SEE CIVIL AND MECHANICAL DRAWINGS FOR LOCATIONS. Pt-10 a 5. PROVIDE GROUND CONNECTIONS TO ALL POOL EQUIPMENT AND ACCESSORIES PER NEC 680.PROVIDE AND FIELD INSTALL EF Lt L1 Lt CLEAR SPACE GROUND LUGS ON ALL METAL PARTS,POOL EQUIPMENT,AND ACCESSORIES. t Lt I P1-18 CONDUIT ENTRY WPG AND EXIT POINT. MECHANICAL EQUIPMENT ELECTRICAL CONNECTION SCHEDULE u XKW MIN. 1-12 ITEM DESCRIPTION LOCATION VOLTS PHASE HP CIRCUIT DISC. FUSES MAGNETIC FEEDER CIRCUIT NOTES AMPS SWITCH STARTER NUMBER ALL EQUIPMENT,FITTINGS,CONDUITS NEW CT CAN I METER NEW PANEL P1 a EXHAUST PUMP 120 1 .53 0 3/4"C-2#12 CU P1-3 O WITHIN THIS AREA SHALL BE RATED t FAN BUILDING FLA &1#12 CU GRD FOR A CORROSIVE ENVIRONMENT. NEW LIGHTING CONTROL PANEL LV1 e2 EXHAUST PUMP 120 1 / 53 3/4"C-2#12 CU P1-3 O FAN BUILDING FLA Q &1#12 CU GRD eEF EXHAUST PUMP 120 1 - 1.09 - - 3/4"C-2#12 CU P1-3 FAN BUILDING FLA &1#12 CU GRD N GRAPHIC SCALE ® WATER PUMP 240 1 2P60 40 1"C-3#6 CU P1-18 PARTIAL ELECTRICAL PLAN ® 4 0 4 fl t HEATER BUILDING 8.32 &1#10 CU G_T RD SCALE:1/4"=V-0" scale Feet MECHANICAL EQUIPMENT CONNECTION SCHEDULES NOTES: (D PROVIDE 20A MOTOR RATED TOGGLE SWITCH Qz CONTRACTOR SHALL INSTALL CONTROL SWITCH,PROVIDED WITH FAN AT DOOR ADJACENT TO LIGHT SWITCH. LOW VOLTAGE LIGHTING CONTROL PANEL-LV1 (12 RELAY PANEL) CIRCUIT RELAY LOCAL SWITCH AREA CONTROL E Z Pt-6 LV1-1 NA SITE LIGHTING PC1,TC1 P1-8 LV1-2 NA STREET LTS PC1,TC2 3 P1-14 LV1-3 NA POLE RECEPTS TC1 PROVIDE(2)SPARE 20A,1P RELAYS [V W a LEGEND: PC1=PHOTOSENSOR CONTROL TC1=TIMECLOCK CONTROL PARK LIGHTING AND RECEPTACLES TC2=TIMECLOCK CONTROL STREET LIGHTS o CROSS ENGINEERS,INC 1]-Job N" m ®L� PM1one:(T53)159U110 mber. 1B mcom PLAN CHECK ;mNO.I APPROVED FOR CONSTRUCTION dnb a r c h i t e c t s CITY O F ARLI N GTO N HALLER PARK SPLASH PAD SHEET NOE L yGB�N DEPARTMENT OF E1.2 amwo PUBLIC WORKS DYII�ECTOR PUBLIC WORKS PARTIAL ELECTRICAL PLAN a REVISION BY t�� &SCHEDULE OF r<! 9:0l slfiaA-Sm2: ec = DESIGNED BY: DRAWN BY: �OIIAI s/lv1B I.—o 1aA 9610: P02.427 BID SET 21 MARCH 2O18 a DATE APPROVED: gJ? PROJECT N0. SHEETS i (� � C LEA (notice to local enforcement ` I I Y Y �. I T Z E R attached to this plan set. NLEARigging, Lifting, storage and transportationquire review, approval and/orrequirements of modular buildings are not local authority having jurisdiction reviewed or approved by L&I FAS. PANEL MARK h4D, KEY PLAN SITE INSTALLED ITEMS BACK NOTES __ ------------------------ ---------------------••----- INDEX OF DRAWINGS I, BUILDING IS DESIGNED TO COMPLY WITH NE 2015 14TERNATIONAL BUILD114G CODE()Be). ' W9 t d9. MILE 2. DESIGN COMPLIES WITH THE PROVISIONS 0f THE 2015 IBC WITH WASHINGTON AMENDMEN'S FOR THI; FOLLOWING LOADS: GROUND SNOW LOUD - 250 PSF ' W6 1222-01 W SHEET WILDING 1222-02 BaILpING FLOOR LOAD 400 PSF ' LEVA77pNS �-&\ i ' 1222-03 FLOOR PLAN IBC DEtUGN SPECTRAL RESPONSE Ss 1, 1.669, S 1 0.748 j SITE CLASS: D ' y`e yvQ \re O9 t SEISMIC'USE GROJP: II = - 1222-04 FLOOR SLee MARK F1 <e°°e 0�'ecv0�a\bJ�d��•ege� SEISMI�:DESIGN CATEGORY: D ' - ' -- — BEARINp WALL SYSTEM: R - 4.0 = WS 1222-05 WALL PAN( MARK Wt Ae\a`\yo\'c'a d�o5o\'O`er�a`bQ\a� AS - INTERMEDIATE PRECAST SHEARNfALLS i 1222-06 WALL PANEL MARK W2 ed �l \ n \\O \r WAND SPEED - 1j0 MPH (3-SECOND 17UST) t 1222-07 WALL PANEL MARK W3 ans y00 90 #0 o�oaa,li��\� MIND EXPOSURE Q, y- 1.0 i 1222-08 WALL PANEL MARK W4 \`O��etea.`�g.re\� s\\` ��ed 01 3, CONSTRUCTION TYPE: V-8 ' 1222-110 WALL PANEL MARK W6 �0,00 \O JaO'OJ1et0�5 t9G \ O OCCUPANCY: S-2 \n ExTER10R WALLS: 1-IIR RATED PER IBC TABLE 721.1(2), ITEM 4-1.1 1222=11 RpoF SLAO MARK Rt ewe�A U1IUMITED UNPROTECTED OPENINGS IN ACCORDANCE WITH IBC 705.8.1 t 1222-12 RI)OF SLAI9 MARK R2 / VOID�0\ Pd {�� ExCEPTION 2 AND TApLES 001 &002 ' !I MINIMUM FIRE SEPARATION DISTANCE: 10 FEET `II °�`��\y a �, W�`yR��'� I 1222-13 GRAVEL PAD DETAIL de 4. CONCRETE STRENGTH C6 - 2500 PSI INITIAL Cc = 5000 PSI FINAL AIR ENTRAINMENT t • ! 6% t 1 1/.?%IN PLA';T1C CONCRETE. REIWORONG STEEL: GRADE 60 Fy- 60 KS1 i I 1222-14 RiOGING Di TAIL Q x MINIMUM LOP 18' AT SPLICES, TIE BARS VAIH OOUBIE ANNCALEO 16 CA IRON MIRE REINFORCINI, TO BE PLACED IN CENTER OF PANEL UNO. 1222-15 MATERIAL LIST I^ REINFORCINy STEEL S41ALL BE ACCURATELY PLACED, ADEQUATELY SUPPORTED AND R2 i WB F1 W4 i RI /AG SECURED AGAINST OI;PLACEMENT BEFORE CONCRETE IS PLACED, AND SHALL ALSO MEET EM-1 CPMPILED EMBEDS op 39016 `V THE STANDARDS SET FORTH IN ACI 318. EM-2 gDMPILED EMBEDS Ca18Tf3R�0 WELDED WI IE FABRIC(WI,W.F,): 4x4xW8xWA8, Fy-85 KSI (OR EQUIVAL).COMPLY WITH ASTM i ;;At�1W�1C�p A82, SMOOTH WIRE, MIN, LAP 2 SQUARES. ;r I 5. EMBEDDED ITEMS IDENTIFIED ON DRAWINGS(i.e. PS-;?, R301)REFER TO 6:xT STANDARD i n-` N ExP1 S April 23,2019 EMBEDMENT CATALOG, � if 6. BACK OF PANELS TO HAVE SMOOTH TROWEL FINISH U.N.O. ALL SURFACEII TO BE �` r October 30,2018 l i TEXTURED QRE NOTE4 ON PANEL OWG'S - 7. REFER TO SEPARATE CXT INCORPORATED SPECIFICATIONS COVERING DESIGN.MATERIALS. � � ` G�•(UWAIF" � � PRODUCTION, AND INSTALLATION CRITERIA FOR SPECIFIC STYLE OF BUILD G. , PE B. ALL REBAR BENDS ARE TO HAVE A MINIMUM RADIUS OF Be THE BAR DIAMETER. f tan�f 1p\�S eXT Precast Products 9. INSTALLATION TO MEET APPLICABLE FEDERAL, STATE, AND LOCAL CODES BY OTHERS, APPLICABLE CODES 10, NON-HEATED STRUCTURE: NO ENERGY COPE BUILDING ENVELOPE REQUIREMENTS JAOB N.Sullmn Bldg.p SekWtte,WA 09210 ' WI 1 I 2015 INTERNATIONt4L BUILDING CODE WITH STATEPDE AMENpMENTS ,.,�,... 11. ADEQUATE PLUMBING FACILITIES MUST BE PROVIDED IN ACCORDANCE WITIi THE 201¢IBC I — -- I SPLUAi, CON IT 12' x 22' SCHWEITZER SECTION 21PLUM2 (WIT BY CXT) I �— _�-14�`1 t�1_y��UR LIMITATIONS BUILDING NUMKR 9W 652 t-------------------------- ----------------'------•--- ACCESSIBILTY TO THIS BUILDNG, INCLUDING PARKING IS TO BE PROVIDED xowo, BY OTHERS AND OONSTRUCT�D IN ACCORDANCE.OTH THE LOCAL BUILDING y 0 w a m N I o".,p FRONT CODES, M-•.ta-a w,�ww -tM n.►:.t W W nvo.-hVrWd,�i 4ewtw r ar aa.•.ta r rer„t a. .u 11 t r txr Ql e,a.•h, N tW F4•.,.It•� 1l t •. w•al,t•,.A v CAM( 1 -,,1 mvcAr�Met,a a,Iw,M•►v1tMe'O�+,tw WASHINGTON STATE TAG t VAL RCOU113,Q STATE OF WASHINGTON _- GDEPARTMENT OF LABOR AND INDUSTRIES ,q.... WALL TEXT'UREi BOARD & 94TT / HEIR1213NTAL LAP wTA O4"w.-u,,•w WALL COLOR, T60 FIELD SERVICES AND PUBLIC SAFETY - -o'm rl�"°w'•.�� .^s� rdrainage nd location of the modular _ ua�-a;n•.n.vo a,..* ROOF TEXTURES DELTA RIB METAL FACIONY ASSEMBI LD STRUCTURIE8 , .w,• ROOF COLOR, T90 e jurisdiction of the local PLAN APPROVAL rmtre«W TNt�,..vr J 1.uTm�w ntnmlin•aa• TRIM PAIN]', BROWN SUBJECT TO FIELD INSPECTION OVERSIONf COVER SHEET „k�,,,,,,. cial. Site, grade and plot OR VIOLATION OF RCW IS T INC UDEb a,Tns/w Taw.:wv 1 T,,.„Ny,LUOMgo W MA= •V4,- 4 ns are not reviewed by LNI. sY:_J���`DATE- k nw.,,•IX.,Tww EXP11tAT10k VAT E: 124,La . TTm w•yira.wr rr 22'-•2" S' - 4'-0' 17'-0' — ZV-O" 6" ROOF' BLOCKOUT -0 4'-g" 1p El .I ff 13"x12" I V-6" x 4'-6" 1'_-6' x 4'-6" t0' DIA 1'-9' -- 4'--1" F1 N 10 DIA 10 OIA At tn r FLOOR PLANT ROOF- PLAN �nNAL A ri123,2919 tober 30,2018 P&-2 • P9-2 PS-19 HCAT Precast Products P5-2 M K SW-Bldg.p l*rR,WA 00218 PS-2 12' x 22SCHWITZER TYP ,YP TYP deft "Am 49 On ft 1/4 \ � M• h ~5 off PLAT AR 1 2'i 1 --- T-- PS-2-- - -•— 9 / x SHq r d'-1 R303 ps-1B R30J P5-19 4" WALL TO WALL CONNECTION WALL TO FLOOR CONNEQTION WALE, TO ROOF CONNECTION RIDGE CONNECTION - ----- ---• - - -- - -- - ----- —__.__.^ � FLOOR PLAN taaa—o3 -- - --- --- - - -- - — -r-_ _ 16 n AMUNS aTV 2 14 2 R4x92 8 R4130 _ 2 R316 ,,u 1�t6• �� R3>�8 5 Rm 4 r-- � f~ \ �',9• `� 761/8 y 92 1,4 �,4p{0Ui 1 4' + TEXTURE _� 0411 2 ro 3�� f-- -- _� 9,-5- CD �� 12316 I. R3,�61 _R.l l w 122, x 18'> a � m H4x130 7'-0'<PS-2> in CU.n.coNcI %a,riw.w.r. b" cu 19.1 .71 55 F„ ►' r) ATWROXWATC II�fA1T LL 2,865 ONE LAYER MESH in 4x4xWSxWS J J d �ZaFq is o I 1'-0'(P$-2> x26 LVAx-2�— 0" I I I �• o� WA � Precast Products I 4 • 4 � W N,S rKV Bldg.�1 SPohyrn,WA 99216 X c 12' x 2_2' SCH KITZER tll WNDINO NU40 sw-lu 6Q jg TES Gi�� u'�. :r`�:�x+ro a` 'we..aa".�.",Y n•`1. x EXPMEif, April 23,2 011� ""aw` "."a wry October 30, 2018 "'N' I. ;BALL THICKNESS . 4' + TEXTURI, R. ONE LAYER 4x4xW9xW9 MESH, WALL PANEL n. A3x9B TO BE PLACED IN PAIRS pNE MARK W1 EACH FACE W/ 3/4' CLEAR COVrR, f nv, 1222-05 e 4, ALL OTHER BARS TO BE CENTERED IN PANEL, 15 m o„r _ FL-648 2 PS-2 16 R3z67 2 R692 6 R400 2 R316 1 R3x28 4 5�t0 t�t6 l� 5'-lo i�1s, R320 2 12 M 12'BLO WT 2 44 + TExTuRE _�� R411 2 i go 01 FJ - - ---- - -- - - _ R0130_`- - .e -� 7'-0'<PS-2><PS-19> U� cu.FT.mro. SQ R,wwr. - 34.7(1.29) 98 oc 5,205 ONE LAYER MESH to 4x4xW8xW0 (U b °C ix y 1'-0'<P$-2><PS-19> I 0' 1 AM Re Precast Products v hj r^y N 4 A x MW N.SWIMM day n**m.WA 09210 4 0� r�,t 12' x 22'�SCHWEITZER a o ;A G N _ BUILDING NUMKR SW-052 ---- M h,nnNh+ oml wfu y Y N,NWer wa NALC�'� `v+"ray� r:r«r '.r"`►�.'�, .. j. V, r��.�..r� .«dwn+wY i N rr.r►t�w►ow 8 April 23,2019 ' � W October 30,2018 1, WALL THIGKNLSS - 4' + TEXTURE - --_ 4 2. ONE L,AYCR 4x4xW8xW8 MESH WALL PANEL a. 9302 TO 9E PLACED IN PAIRS tINE MARK W3 EACH F'ACC W1 3/4' CLEAR COVF;R, rn+a'Na'- `— -®aiT- niv, 4, ALL OTHER BAR$ TO BE CENTCRIJ) IN PANEL. 1222-07 15 Imm 07Y FL-648 2 PS-1 16 R3x67 2 R4x92 6 R4030 1 R316 1 V_tp tlt6' � �s'�to P9-19 3 -9 0411 2 4" + TEXTURE i0W01JT 4 0 2 V yvill1_ 1 x �a7 R4x130 7'-0'<PS-2>(PS-19 FORM FACD -,--�— CU.►r.cum ffn 32.9 t22 98 ' 4.935 4'-0'<PS-•2XPS-19 FORM FACD 00, ONE LAYER INESH ~ , 4x4RW8xVa in o� a+ 4- DIA) k OC 1'-0'<PS-•2XPS-V) FORM FACE) - S six r R4x13cxr I i I I I I I w RAC' b ^ $na I Precast Products N @ • O x U� % y M MIS N,SuIIIWn Bldg,rl 100kafl,WA 99216 ZD a 12' x 22 3 HRITZER m aunnwa NUMa sw-� 9 "wiIII•a fowl v A r1123,2019 n y`.a M,w.rd6:4 October 30,2018 NN NOT s' Im 1, WALL THICKNESS s 4' im 2, ONE LAYER 4x4xWSxW9 MESH, WALL PANEL 3, R3x92 TO BE PLACED IN PAIRS ONE DARK W5 EACH FACE W/ 3/4' CLEAR COVkR, 4, ALL OTHER BARS TO HE CENTERED IN PANEL, 1222-09 ° ITtN - - CITY TWO LAYERS MESH 4x4xVSxWS L� P5-2 ----5 _ I (1) TUR LAYER 3/ FL-848 4 4' COVER r _ (1) BT14 LAYER 1 1/4' COVER FL-847 4 7-9 1/4'.�� — -=_ _--��--• -- --_- - -_ — I}--_ R4x18 _ 8 0 o x IT R4x 440 — I —R s-19 le r K K 16 6'-0'4PS-19>qL-AI47> ---- I _ - --___ -- --- - °t R4xe40 R4 811 10 ry —R4x240 k� 49 `'' R4x54 R4x138 _ A _B1.AD(a11 B DIA 1 W xOf - _ - nc 31-01'<PS-19) -- -1• �• ------- - 2'-70,1I, 8' D1A) _- - — -- - -- — - — - m - - -- rr Or Y Cc 1'_2 1/4'<PS 19)<r L-847) -• ---- - --- - - - _ ——-- cc a RAx240 -.--- -- --- - -- -- ---- --- ___ _ , - -- ----- - o: -_ - _ -_-_ -_-__.__ dl.FT,cow- 9Q, V.W.NtF, Rdx240 R4x138 a R4x 4 67.6 (260) 345_ _ 0' --- -- - — -- - -- - a R4x1'38 APPR0WAjj WEla4i-- _ _ a M N I I f0n Na 10,140 ru a. J 1 a N I Y n v O n r [l N W I I T:t I I'm , 1y N I N 7 V1 I f� I� r — ru W M iu N %jL I AAf lmCxr ��• 4,Q wA`k� Precast Products W W8 N,Sulltm 1114 17 Spok"e,WA 99216 x 12' x 22'SCHRITZER M - BUILDING NUhW SW-ag Nova +r `� ► Q19 r[iR� � ,bm�M•,"�t'�"fir""�,�r<' � A� nNAL �' ra w q.ra.IInAU. ey,a ... Y�, I N thh MImNM b Mee M y IMjy1 N I 8 Aril 23,2019 +rdlne w4ty e a w w. AN la { October 30, 2018 L _-- I.RODF THICKNESS= 4 1/2'+ TEXTURE 2. TWO LAYERS 4x4xVMxWA UESH, `- i - 4 1/2' 3. ExWPPT RUIX RhIll&R411,REINFORCING DARS ARE TO g pLACW IN PAIRS, ONE AT EACH FACE ROOF SLAB PROVE 3/4'COVER AT NEAR FACE h 1 1/4'COVER FORA!FAC.r MARK R1 4, R4111B TO BE PLACED 1NT11 P COVER NEAR WE. 6mrW' - YRgEt- v. 5. ALI.OTHER BARS TO BE CENTERED IN PANEL. 1 222-1 1 15 i - Imo; --- --- -- -------- ----- --- - -- —----- - — IHIS i PRIMARILY ASSEMBLED I LDING, Al CONSTRUCTED, PROVIDE THROUGH BEARING WAILS TI) THE STRUCTURAL SLAB FLOORCiOF B UC R HE BUILD N1G. (HEVERTICAL OADSnAPE THEN MBTRIBU LED nIROUGH 1HE REINFORCED CONCRETE FLOOR TO THE PREPARED GRANULAR, NON-FROST SUSCEPTIBLE (NFS) SUB--RASE WHICH DISTRIBUTES THE. VERTICAL. LOWS IN 4ELATIVELY UNIFORM FASHION TO THE NATIVE SUB-GRAD_. AS WITH MOST CONSTRUCTION, THIS DOES RCOUIRE THE NATIVE sub-GRADE 10 BE STRIPPED OF VEGETATION AND :'OP SOIL PRIOR TO PLACEMENT OF THE PREPARED GRANULAR SUB-BASE. WE TO HE INHERENT -8- ,-,, OF THE 8E11LOING, IT WILL REMAIN SAFE AND STRUCTURALLY SOUND IN THE UNLIKELY EVENT OF FREEZING ACTION BELOW Tk_- BUILDING PEGARDLEI;S OF NATURAL FREEZE/ THAW CYCLES ANTICIPATED TO 8E ENCOUNTERED IN THE STATE OF WASHINGTON. LFLOOR ATERAL LOADS ARE TRANSFCRRED TO THE GROUND 1HRCUGH FRICRONAL RESISTANCE WITHOUT SLIDING OR SHIFTING-BETWEIiN THE BUILDING DETERMNIEAO W ACCORDB ANI) DIE ANCEE WITH EPARED STHE INTERNATIONAL OIL AND GRAVEL �BUBASE COOON HICH THE USING PARILDING RESTS. MCEIT ANALYSES 7HE BAMD PRESCRIBED REQUIREMENTS FOR THIS INSTALLATION, IHIS ILDING AS AND LAAlTERAI LOADS ASNUSCUSSED RESTING ON PAFULLLDEP HPREPARED FOUNDnY1ONUWALL SUB-BASE THE 13UILOINQ PERIMETER AND STRUCTURALLY AN ANCHORAGE SYSTEM,VERTICAL TYPCAL FOR 07HE11 TYPES OF BUILDING CONSTIUCTION, ARE NOT REOUIRED FOR THIS BUILDING. IHE FOUNDATION"FOR THIS STRUCTURE IS ESSENTIALLY THE COMBINATION OF THE COMPACTED SUB-BASE MATERIAL AND THE BUILDING'S P.EINFORCED SLAB, THE COMAINAVON OF THE COMPACTED SUB-BASE MATERIAL AND THE BUILDING'S REINFORCED SLAB NEED TO BE AT LEAST 12' THICK AND THE COMPACTED SUB-BASE MATERIAL SHALL EXTEND BELOW THE LOCAL FROST DEPTH i 3T n, WLIAM,pi ��• � A+sy�C' x ISTS i MAL E� itEs A ri123+ 20�1�9_, J Oc obey 30,2018 t 2 0 Q� TYPICAL SUB BASE THICKNESS VARIES, 6" • Fit L SO THAT FINISHED GRADE HC1011T MINIMUM EXTEND Tt) FROST DEPTH (PERIMETER SIDEWALK OR EARTH IS EQUAL TO FLOOR SLAB HEIUHY Precast Products ----- — ---—�'••- ------- MN N.SuIllym Bldg.V SP*",WA 99216 —- - , , -.•;T-—;. �- , 12' It 22' SCHWFITIER BUILDING NW6Eq$01-$$2 l Ib hkrtnq� 'W*4d 41h h NTy i 0 A tho wM,dq NgWI/ of CJ7 Y01 TM I,hm4v O ft aNr N K'UO r«►Y,H w IN P.•we htraw.O1µ�{�� 01 LW hlm.lbn 4 ri>o�.10=4 mthwl P4 c,4.«!it.Mnwl N Otl 1'1rMy� w N tu,1damMlon 41 NATIVE SU13GRADE .:+ �,• •«"" °' (1500 PSF BEARING CAPACITY MIN.) — MOR TO PLACEMENT OF BUILDING A PR,^RLY PREPARED SUB-BASE SHALL BE PROVIDED. SUB••RASC SHALL BE A MINIMUM OF 6' TRICK AND CONSIST DF X' MINUS CRUSHED RUCK (ROAD RASL Ul MATERIAL) COMPACTED TO 95Y OF Op(IK,1M DENSITY IN ACCORDANCE v/ITH ASTH D 1557. FINISHEJI-SURFACE OF SUD-BASE SHALL BE FIAT ,AND LEVEL, WITH A MAXIMUM DEVIATION OF -)J,. ♦0' tNOk --A TRUE HMZONTAI.PLANE. REFER 10 BUILDING HANDLING SHFF.T FOR SUB-BASF. RCOUIREMEl�TS DURIN4 GRAVEL PAD DERAIL BUILDING PLACEMENT. (PREPARED SUB-BASE NOT BY CXT), N . 1222-13 t3 WALL PANEL W1 WALL PANEL W2 WALL PANEL W3 �W11L PANEL W4 WALL PANEL W9 WALL PANEL WB - EYE[OOFD 4A1XPo_N3_ YATFJtlNi EIIBDTpEO YARPoALE_ 1_.p 0 WRNM.3 _ _ WOW0E0 4AKRlNS -- — IOkO YARgW,3 ITUA OTY 1101 CTY ITM CTY 11E'V tlTY ITEM OrY Ili 41Y • FL-6418 - - 2 FL-648 4 FL-mg 2 F1-648 4 FL-64e 2 FL-648 2 PS,2 — 14 PS-2 13 PS-2 _-- 16 PS-2 13 _ PS-2 16 PS-2 7 RJA67 — 2 _ PS-19 9 R3x61 2 _~PS-19 9 RJX67— 2 �W08 4 R02 8 _ R4x2-4D 3 R x 2 _ 6 R4x240 3 -- R4x92 6 - R4x42 I R4 30 2 _ R3N;92 16 R4x1J0 2 R3x92 16 R4x13Q 1 _R1x20 1 R318 1 __ R;f20 IQ R3'16 _ 1 RJ20 1D R3I6 1 R320 4 R34M 5 _ RV 4 R3x46 - 4 _ R411 4 - - PS-19 _ 3 PS-9 20 4 RN210 2 R329 2 _ W3i4210 2 R320 _ 2 12 x Ir BW IT 1 TINA BUXXOUT I 12 x IY BLOCKOUT - 2 8-85 N'IpRAFIT 1 R411 - 2 78 I x 82 14 BLOCKQUT 1 40 1%9 x 8�1/4'BLOCKOUT 1 R411 - 2 401 K 62 1 4'LOCKOUT 1 BLOCKOUT 4-OIA-" 2 - 9411 2 - PS-!9 — _ i CU.FT.CONC. $0,FT.W.W.F. CU.FT,CpIG S0.FT.W;W.F. W.FT.CONC. _BC,IIT, w. .►. Cu.FT.COI�C, 9G. Fr,W.WF, q/.IT.Q22 C /1, (1J,rT.CONC. 90.FT.VLWX V 19.1 (.71) _55_ 58.0(1.07) 154 34.7 (L29) 98_ 56.0 (1�.0,7)� 154__ 32.9J__7 9� _ 12.5 (,46) 37 W APPRO�UMATE WEIOyIT APPROXIMATE WMCHT APPROMMATE WEIOHr --- ApPROxINA1E N£I-OHS '-- 2,865 8,400 5,205 �WWT APPIMSXwArE Waoar `y p4 At/yti ---- ---- —- -- 8,4110 _ C FLOOR SLAB F1 �WOOF PANEL R1 � ROOF PANEL R2 EMODW IDN MA_�� OTY E08EDIM MAILVALS, E►e®ue�NATLIgAU ntt �,h�,sTO PS-2 5 PS-1 5 PS,19 - 31 FL-648 4 FL-648 - 4 R411240 10 FL-847 4 FL-B47 4 S April Z3,Z019 RQ30 _ 8 R4x18 8 R4x18 _ B Rdi J6 6 _ R303 6 R30! 6 October 30,2019 R322 15 PS-19 18 PS-9 18 R 6 - R02 18 tl 16 6'BLOCKOUT'18'K 2 R4x8I R4x 10 R4x 1 _ 10 BLoacouT 12'x 5-6 I R411 4 R411 _ 4 Precast Pradu¢ts BLOCKOUT 12'x If_ 1 R320 8 R3'q 8 BL5NwT F x -6 1 0454 - 2 R4xj4 2 JAB N.SulllWn Bldg to SpokI.,WA 00216 BLOq(OL11 10'QIA 3 R4x138 2 R4x138 2 PAN 3'-01 xx-J-0, 1 BLOCKOUTT— 1 I_ 1 ' x 22' SCH ITZER e Te, hlYlrlllw MN�hM Awh 4 pprhfay w! M wYN� ,r,ryr) o/IXr w,ryvNM. IAt -� Ma mrdmuM w111.1 iI•IIII N N�NI 1MyM tly F1,neNl,A p ,r Mal%�r y i N Mires 1�� Mrpr aIIT�Nr w.FT,colic. Ba rr.ww-,F-, --- - -••- cu,Fr CONC. w —wF. - n 1 (380) 538, 'i'250 35 87,7 (2.51) 345 APPROPMATEii AiW60ATE VQGHT I IrR,�Ir u — I MATERIAL US? - 15,405 -_-- -- . 10,140 -- - ------- - --- - ---- - --- -- _...--. 1222-15_�1 — — -- a Ir Warr ----- — — _ _ QL V Wart --- -------— 1 I OEFI119�11Nt x -21�- rM wr tawtr `— - ----- t I r b VAMP" 2V2"RAD — j i f ig.YYP \� 162' •- ..- - - WAtyR/ -- ---- -- E�Q}�D_.F4.RM.EiLRr;� x aL a WWLt -- - - - - `cAf: 1 , 2 0,-.p �w ipl Ow tite�rO � wr ttlr•�,W _- -- _..._ ---_, �S�nNAL Aril 23,2019 — tober 30,2018 MM Precast Products 3M N.SUNIVO Bldg,17 Sp*yie,WA 9021E SCHWEITZER BUILDING NUMKR U-02 21 (ryp) 1M h4nMM erMeM�ytM M www.r rr 'J W ��N NNMM�MrYI n+ �" �M M1.itfM1'MU�4 pl rw�ircAalYl)i N ��w�1 tMrr w� twtw tllt Ir�M�y -- - - „ _ T-- COMPILED €MBi:nDS ., CAI E: , 2•, (, E-�'�,�tt_€: 1 l . no --- -- - -- - - . - -- - - -2 _2 A SHEETINDEX CITY OF ARLINGTON SHEET TITLE SHEET NO. COVER SHEET PARK SPLASH PAD CITY OF ARLIN GTON GNO GENERAL NOTES GN0.1 HALLER ABBREVIATIONS&SYMBOLS GN0.2 PROJECT NO. P02.427 ARCHITECTURAL SITE DEVELOPMENT . SITE DEVELOPMENT EXISTING SITE PLAN/TOPOGRAPHY SD1.0 BID SET 21 MARCH 2O18 SITE DEVELOPMENT LANDSCAPE DESIGN PLAN SD1.2 SITE DEVELOPMENT SECTION SD2.0 SEC 02 T31 N R5W City of Arlington Officials CIVIL MAYOR CIVIL COVER SHEET C1.0 ;r' r TESC AND DEMO PLAN C2.0 BARBARA TOLBERT UTILITY PLAN C3.0 w ti• GRADING AND PAVING PLAN C3.1 r COUNCIL MEMBERS NOTES AND DETAILS C4.0 1 JES,SICA S TICKLES JOSH ROUNDY NOTES AND DETAILS C4.1 DEBORA NI;'LSON 2 NOTES AND DETAILS C4. � SUE W EISS NOTES AND DETAILS C4.3 i � MARILYN OERTLE SPLASH PAD ALIKE HOPSON SPLASH PAD DEVELOPMENT PLAN SP1.0 «•' JAN SCHUETTE SPLASH PAD CONSTRUCTION,ELEVATIONS& DRAINAGE PLAN SP1.1 - SPLASH PAD WALL DETAILS SP2.0 :� _� - DIRECTOR OF PUBLIC WORKS SPLASH PAD DETAILS SP2.1 JAMES KELLY, P.E. PUMPHOUSE BUILDING(CXT)CONCEPT PLAN A1.0 it ---- -- MECHNANICAL VICINITY MAP MECHANICAL GENERAL INFORMATION M0.1 N.T.S. SPRAY PARK PIPING DIAGRAMS M0.2 MECHANICAL SCHEDULES M0.3 3- MECHANICAL SCHEDULES M0.4 SITE PLAN M1.0 CONTACT INFORMATION SITE PLAN PIPING M1.1 ARCHITECT: ORB ARCHITECTS(a dlvlslon of INNOVA Architects) ELECTRICAL: CROSS ENGINEERS,INC 950 PACIFIC AVE,SUITE 450 6509 6TH AVENUE TACOMA06 MECHANICAL ROOM PLANS CONTACT WA. FF A CONTACTACOMAT:B CE A M2,O CONTACT:GEOFF ANDERSON,AIA CONTACT:BRICE ANDERSON TEL:253.572.4903 TEL:253.759.0118 DETAILS M3.0 EMAIL:ganderson@Innovaarchltects.com EMAIL:bdcea@crossengineers.com CIVIL: INNOVA ARCHITECT,INC SURVEYED BY: CASCADE SURVEYING&ENGINEERING,INC M3.1 DETAILS 950 PACIFIC AVE,SUITE 450 P.O.BOX 326 APPROVED FOR CONSTRUCTION TACOMAELECTRICAL CONTACT WA.STUARTCONTAARLINGCT: P IL 96223 CONTACT: ART SCHEUERMAN CONTACT:PHILLIP T,ABENROTH TEL:263,572.4903 TEL:360.435.5551 ELECTRICAL SITE PLAN E1.0 EMAIL: escheurerman@lnnovearchftects.com GEOTECHNICAL: GEOTEST ��1! MECHANICAL: ENGINUITY SYSTEMS,LLC 20611 67TH AVE NE JAM S X tEL EY . . RISER DIAGRAM/PANEL SCHEDULE/DETAILS E1.1 731 COMMERCE,SUITE 2 ARLINGTON,WA 86406 --- --- TACOMA,WA B6402 CONTACT:GERRY D.BAUTISTA,JR.,P.E. PUBLIC WORKS DI C. PARTIAL ELECTRICAL PLAN AND SCHEDULE E1.2 CONTACT:JESSE BARKSDALE,LEED AP TEL: 360.733.7318 TEL:253.292.0357 EMAIL:lessa@enginul"ys.com DATE APPROVED GCE'{V 6LZ 2-501 ABBREVIATIONS SYMBOLS MATERIAL DESIGNATION S AND DPR DAMPER HRC HOSE REEL CABINET PB PANIC BAR SV SHEETVINYL EXISTING WALLS TO REMAIN ® AT DR DOOR HRSF HIGH RATE SAND FILTER PBD PARTICLEBOARD SN STAIN A VARNISH L ANGLE DS DOWNSPOUT HT HEIGHT PC PRECAST,POINT OF CURVE SWL STATIC WATER LEVEL PROJECTNORTH(PLANREFERENCEONLY- • AS ANCHOR BOLT W DRYERVENT HTG HEATING PCD PAPER CUP DISPENSER SWR SEWER SEE SURVEY FOR TRUE NORTH) —————— WALLS OR ITEMS TO BE REMOVED(DASHED) AC ACOUSTIC DIN DISHWASHER HVAC HEATINGNENTILATOWA R CONDITIONNG PERF PERFORATED SVM SYMMETRICAL —————— AIC AIR CONDITIONING DWG DRAWING HW HOT WATER PERP PERPENDICULAR ACE ACOUSTICAL CEILING BOARD HWT HOTWATERTANK PF PREFABRICATED SECTION CUT/ELEVATION NUMBER OR LETTER NEW STUD WALLS HWD HOT WATER DISPENSER PI POINT OF INTERSECTION ACC ACCESSIBLE E EAST TTR TREAD PJ PANEL JOINT ACM ASBESTOS CONTAINING MATERIAL EA EACH TB TOWELBAR ACOus ACOUSTICAL EB EXPANSION BOLT PL PLATE TO TOWELDISBOTTOM A A SHEET DRAWN 7T'Ti"�,T NEW BRICK OR CIVIL WALLS ACP ACOUSTICAL CEILING PANEL EF EACH FACE.ENINIIST FAN ID INSIDE DIMENSION,INSIDE DIAMETER PLAM PLASTID LAMINATE TO TELEP OISPENSER ACT ACOUSTICAL CEILING TILE EFS EXTERIOR FINISH SYSTEM IE INVERT SULATE GLASSVATION PLEAS PLASTER TEL TELEPHONE SHEET TAKEN EIFS EXTERIOR INSULATION fl FINISH SYSTEM IG INSULATED GLASS PLYWD PLYWOOD AC AIEA DRAT,ACCESS UNIT TER,TZ TERRAllO AO AREA ADDENDUM,ADDITIVE DOOR ELI EXPANSION JOINT IN INCH PNL PANEL TESC TEMPORARY EROSION& CONCRETE AOD AOOENDUM,ADORNE ELEC ELECTRIC(AL) INCL INCLUDE(D,ING) PVT PAINT SEDIMENTATION CONTROL DETAIL NUMBER ADDL ADDITIONAL EL ELEVATION INFO INFORMATION POC POINT OF CONNECTION TFCI TENANT FURNISHED( AD J ADJACENT,ADJUSTABLE ELEV ELEVATOR,ELEVATION INSUL INSULATE(D),(ION) POL POLISHED CONTRACTOR INSTALLED AF ACCESSFLOOR TNT INTERIOR POLY POLYETHYLENE TSG TONGUE A GROOVE A EM ENTRY MAT INV INVERT PP POWER POLE SHEET DRAWN I I !(!—I EARTH AFC ACOUSTICAL FABRIC COVER EN ENAMEL TG TEMPERED GLA55 AFF ABOVE FINISH FLOOR ENCL ENCLOSURE IPS IRON PIPE SIZE PR PAIR THK THICKNESS) SHEET TAKEN A G ABOVE FINISH GRADE EOS EDGE OF SLAB PRCST PRECAST TKBD TACKS OARO AGO AGGREGATE EP ELECTRICAL PANEL(BOARD) JAN JANITOR PREFAB PREFABRICATED TO TOP OF ALUM ALUMINUM EPNT EPDXY PAINT JST JOIST PROP PROPERTY TOB TOP OF BEAM A FILL MATERIAL ALT ALTERNATE EPX EPDXY JT JOINT PSF POUNDS PER SQUARE FOOT ANOD ANODIZED EO EQUAL,EQUALLY JB JUNCTION BOX PSI POUNDS PER SQUARE INCH ELEVATION LETTER Ap ACCESS PANEL EQUIP EQUIPMENT PS L PARALLEL STRAND LUMBER APC ACOUSTICALPANELCEILING PT POINT,PRESSURE TREAT(ED) TOC TOP OF CURB,TOP OF CONCRETE, D 8 GYPSUM WALLBOARD LARGE SCALE APPD APPROVED ES EACH SIDE K.KIT KITCHEN ( ) EST ESTIMATE(ED) KID KILN DRIED PTO PrD&WA WASTE TOP OF COLUMN SHEET DRAWN APPROX APPROXIMATE(LY) EW EACH WAY KOF KNOCK DOWN FRAME PTDM'R PT06 WASTE RECEPTACLE TOF TOP OF FOUNDATION APT APARTMENT UNIT EWC ELECTRIC WATER COOLER KO KNOCK-OUT PTN PARTUION TOM TOP OF MASONRY SHEETTAKEN = ARCH ARCHITECTURE(URAL) EX EXPANSION KP KICKPLATE PTR PAPER TOWEL RECEPTACLE TOP TOP OF PAVEMENT,TOP OF PLATE C CEMENT FIBER BOARD/SIDING(LARGE SCALE) ASPH ASPHALT PVC POLYVINYL CHLORIDE TOS TOP OF SLAB E%C EXCAVATE KS KNEESPACE PVMT PAVEMENT TOW TGPOFWALL AVE AVENUE EXH EXHAUST PW POTABLEWATER TPD TOILET PAPER DISPENSER O DOORTYPE ® CONTINUOUS BLOCKING AWF ACOUSTICAL WALL FABRIC EXIST,(EI EXISTING L LONG,LENGTH,LEFT 1 AWP ACOUSTCA.WALL PANEL EXP EXPANSION LAM LAMINATE PWT PREFABRICATED WOOD TRUSS TPTN TRANSPARENT EXT EXTERIOR LAY LAVATORY TITAN TRANSPARENT TS TUBE STEEL BBQ BATH LE LAG BARBED E LBS,p POUNDST QUAN QUANTITY TTQ TOILET TISSUE DISPENSER A WINDOW TYPE NON-CONTINUOUS BLOCKING BD BOARD FA FIRE ALARM LF LINEAL FOOTIFEET OT QUARRYTILE TTH TOOTHBRUSH HOLDER BF BOTH FACES FBD FIBERBOARD LG LENGTH,LONG TELEVISION BIT BITUMEN FBO FURNISHED BY OTHERS LH LEFT HAND T WC TEXTILE WALL COVERING WALL TYPE BITUM BITUMINOUS FO FLOOR DRAIN LHR LEFT HAND REVERSE R RISER,RADIUS,THERMAL RESISTANCE TYP TYPICAL U BLDG BUILDING FDN FOUNDATION LKR LOCKER RA RETURNAIR BLK(G) BLOCK(ING) FE FIRE EXTINGUISHER LL LIVE LOAD RAD,R RADIUS BM BEAM,BENCH MARK FEC FIRE EXTINGUISHER ACABINET LMS LIQUID MARKING SURFACE RE RUBBER BASE,RESILIENT BASE �1 DEMO FLAG NOTE BO BOTTOM OF FIF FACE TO FACE LPT LOW POINT RD ROOF GRAIN,ROAD UC UNDERCUT BOT BOTTOM FF FACTORY FINISH,FINISH FLOOR LRH LIGHT REFLECTIVE HARDNER RDIO ROOF DRAIN OVERFLOW UIC UNDER UNDERGROUND BOW BOT70MOFWALL FFAE FURNITURE. IXTURESAEQUIPMENT LSD LIOUID SOAP DISPENSER REBAR REINFORCING BAR UG UNDERGROUND 12 WORK FLAG NOTE BR BRICK,BEDRPOM FGL FIBERGLASS LT LIGHT REC RECESSED UL UNDERWRITERS LABORATORIES FH FIRE HYDRANT LTG LIGHTING RECP RECEPTACLE UNF UNFINISHED BRG BEARING UN0 UNLESS NOTED OTHERWISE BS BACNSPLASH FHC FIREHOSE CABINET LVR LOWER RECT RECTANGULAR BSMT BASEMENT FIN FINISH(ED) LWC LIGHTWEIGHT CONCRETE REF REFERENCE UR URINAL 13.5 - GRID LINE BTWN BETWEEN FL FLOOR(ING) REFR REFRIGERATOR W ULTRA VOILET BUR BUILTaIP ROOFING FLUOR FLUORESCENT RED REGISTER UFAS STANDUNIFORMFEDERALACCESSIBILffY MACH MACHINE STANDARDS FM FACTORY MUTUAL REINF REINFORCE(ED,ING) MAT MASONRY FEND FEMININE NAPKIN DISPOSAL REO'D REQUIRED MAT IATERML V VENT DOOR NUMBER R CENTERLINE FO, FEMININE NAPKIN VENDOR MAX MAXIMUM REST REQUIREMENT FO FIG FACE DF RESIL RESILIENT VAR VARIES 0 CAB CABINET,CEMENT ASBESTOS BOARD MB MACHINE BOLT VAT VINYL ASBESTOS TILE CB CATCH BASIN FOC FACE OF CONCRETE OR CMU MC MEDICINE CABINET PET RETAINING FOF FACE OF FINISH REV REVISION VCT VINYL COMPOSITION TILE CBU CEMENTIOUS BACKER UNITS MDF MEDIUM DENSITY FIBERBOARD VENT VENTILATOR FOIC FURNISHED BY OWNERIINSTALLED RFG ROOFING GC CENTERTOCENTER MOO MEDIUM DENSITY OVERLAY VERT VERTICAL KITCHEN BY CONTRACTOR RH RGNi HAND.RELATIVE NL&1EIIY, VEST VESTIBULE 113 c0 CUPDISPENSER MECH MECHANICAL ROSE HOOK ROOM IDENTIFICATION NUMBER F010 FURNISHED BY OWNEININSTALLED CEM CEMENT MEMB MEMBRANE VG VERTICAL GRAIN BY OWNER RHR NCMR NAA9 REVERSE CER CERAMIC MET METAL VIN VINYL CF CUBIC FEET FOM FACE OF MASONRY MFF MANUFACTURER RL RAIN LEADER CFCI CONTACTOR FINISHED/CONTACTOR FPS FACE OF STUD,FACE OF SLAB MIN MINIMUM RM ROOM VR VA OR RETARDER THROUGHR INSTALLED FP FIREPLACE MIBe MISCELLANEOUS RO ROUGH OPENING VTR VEMTHROUGHfl00F UP/DN STAIR OR SLOPE DIRECTION FPRF FIREPROOFING ROW RIGHTOFWAY VWC VINYL WALL COVERING CFM CUBIC FEET PER MINUTE MTL METAL FPWH FREEZE PROOF WALL HYDRANT RAS ROD ASHELF CFT CONDUCTIVE FLOOR TILE MEZZ MEZZANINE FR FIRE REAR REMOVE REPLACE CG CHANERGUARO MFR MANUFACTURER W WATER,WEST,WIE,WIDTH,WASHER —X— CHAIN LINK FENCE FRC FIBER REINFORCED CONCRETE RR RAILROAD CAN CHANNEL MH MANHOLE WI WITH FRG FIBER REINFORCED GYPSUM RS ROUGH SAWN CHBD CHALKBOARD MIR MIRROR WB WATER CLOSET. WALLC ET FRP FIBERETARDNTINECEDPUSTIC FIT RESILIENT TILE ELEVATION INDICATOR CI CAST IRON MU MACHINE JOLT WC WATER CLOSET,WALL COVERING FRT FIVE RETARDANT IREATFS RUB RUBBER CIP CAST IN PLACE No MOLDING WD WOOD 91 FS FLOOR SINK RV RANGEVENT CJ CONTROLLINK FENCE MO MASONRY OPENING WF WIDE FLANGE FT FORT,FEET RWL RAIN WATER LEADER CLF CHIN LINK FENCE MOD MODIFIED WG WIRE GLASS CLG CEILING FTG FOOTING MR MOISTURE RESISTANT WH WATER HEATER,WALL HUNG PURR FURRING.FURRED VINYL CPT FLOOR MATERIAL INDICATOR CLK CAULKING FUT FUTURE MUD MOUNTED WIN WITHIN CLO CLOSET MULL MULLION S SLOPE,SOUTH WIN WINDOW FWC FABRIC WALL COVERING p CLR CLEARANCE) MW MICROWAVE OVEN SAN SANITARY SEWER WM WIRE MESH CMU CONCRETE MASONRY UNIT Be SOLID CORE WIP WITHOUT CO CLAN OUT G GAS N NORTH SCWD SOLID CARE W000 WP WATER PROOF,WORKING POINT COL COLUMN GA GAUGE (N) NEW SCD SEAT COVER DISPENSER WPL WEATHER PROOF LOWER m CONC CONCRETE GAL GALLON WA NOTAPPLICABLE SCHED SCHEDULE WR WASTE RECEPTACLE,WATER Z DAILY GALVANIZED REFER TO INDIVIDUAL DISCIPLINE SHEETS FOR CONS CONNECTION BAR we ANAL SCR SHOWERCURTAI,ROD RESISTANT G CNST CONSTRUCTION GGB C GENEALCONTRACTOR WC NONCOMBUSTIBLE SO SOAPOISPENSER,STORMDAIN, WTUGWB WATERRESISTANTGWB ADDITIONAL SYMBOLS AND ABBREVIATIONS COONT CONTINUOUS NFS NON-FROST SUSCEPTIBLE SMOKE DETECTOR WS WEATHEA STRIPPING.WATER STOP GCMU GLAZED CONCRETE MASONRY UNIT IS CORD COORDINATE NIC NET INFREE VENTCONTRA AREA SECT SECTION WSCT WAINSCOT GO GARAGE DISPOSAL COORR CORRIDOR NIC NOT CONTRACT SF SQUARE GLAZING EET WT WAL TOWATEN TANK CPT CARPET(EDI GFCI GROUND FAULT CIRCUIT INTERRUPTOR NO NUMBER SG SAFETYGWJNG WAY WALL TO WALL GOVERNMENT FURNISHED,CONTRACTORWWF TJ CRS COURSE(ES) INSTALLED NOM NOMINAL SH SHOWER XBR CROSS BRACE FABRIC CS CONCRETE SEALER NP NOT PROVIDED SHT SHEET Z CT CERAMIC TILE GFGI GOVERNMENTFURNISHED,GOVERNMENT NR NONRATED SHTG SHEATHING XBACE CROSS BRACE INSTALLED CTCS CERAMIC TILE CORNER SHELF NRC NOISE REDUCTION COEFFICIENT SIM SIMILAR S CTR COUNTER GFRC GLASS FIBER REINFORCED CONCRETE NSF NET SQUARE FEET SK SINK YD YARD,YARD DRAIN Q� CTSD CERAMIC TILE CORNER DISH GL GLASS,GLAZING NTS NOT TO SCALE SLR SEALER I GLU-LAM GLUE-LAMINATED CTSK COUNTERSINK GND GROUND SLV SLEEVE CN CABLE TELEVISION SM SHEET METAL, MODULE M Cu CUBIC GPM GALLONS PER MINUTE 0 OVER SMHC SHOWER MODULE LE Hk HAN DDICAPPED CW COLD WATER OR GRADE 010 OUT TO OUT SIMH SHELFIMOP HOLDER GRGL GLARE REDUCING GLASS(GLAZING) OA OVERALL SIR SURFACE METAL RACEWAY CAW COMPLETEWITH GS GALVANIZED STEEL OBS OBSCURE S CAB CAPILLARY WATER BARRIER SEND SANITARY NAPKIN DISPENSER,SANITARY CY CUBICYARD(SI GSB GYPSUM SHEATHING BOARD. OC ON CENTER NAPKIN DISPOSAL d GYPSUM SOFFIT BOARD GO OUTSIDE DIMENSION,OVERFLOW DRAIN SGG SLAB ON GRADE GSF OR=SSUARC FOST(AGEI OF OUTSIDE FACE SOV SHUT OFF VALVE N 0 PENNY RAILS GSL GYPSUM SHAFT LINER OFCI OWNER FURNISHEDICONTRACTOR SP STANOPIPE,SOLID PLASTIC N D DEEP,DEPTH,DRVER GVP OFPAMVENEER PLASTER INSTALLED SPEC SPECIFICATION(S) DBL DOUBLE GAS GYPSUM WALL BOARD OFOI OWNER FURNISHEDIOWNER INSTALLED SQ SQUARE `N DEMO DEMOLITION,DEMOLISH GYP GYPSUM OFF OFFICE SR S = SS SANITARY DEP DEPRESSED GYP SHTG GYPSUM SHEATHING OF OVERHEAD NITAO ITARRYY SEWER, DEPT DEPARTMENT ORD OVERFLOW ROOF DRAIN ER,STAINLESS STEEL $ SERVICESISK NK DET.DTL DETAIL H HIGH OPNG OPENING SSM SOLID SURFACE MATERIAL DF DR INKING FOUNTAIN OPP OPPOSITE L HB HOSE BIB SST SANDS STAIN VARNISH 4 DFIR DRUG FIR OR OUTSIDE RADIUS HBGC HANDICAP,IGH HOLLOW CORE SSV SAAIN,STNE,STREET O DI DUCTILE IRON,OEIN¢ED WATERHe HOL OW CLAY TILE CORE O5 OUTSIDE ST STAIN,TRANSMISSION STONE, N OIA,B DIAMETER OSB ORIENTED STAND BOARD HCT HAN DRYER,TILE STD SOUNDDTRANSMISSION CLASS OIAG DIAGONAL HD HAND DRYER,HAIR DRYER HOTS OPEN TO STRUCTURE STD STANDARD DIM DIMENSION HDOL HIGH DENSITY OVERLAID STL STEEL OIM PT DIMENSION POINT HDR HEADER STOR STORAGE DISP DISPOSAL R PROPERTY LINE OIL DEAD LOAD HOWD HARDWARE STR STOREFRONT O a HMC HARDWARE P POWER STUCT STRUCTURAL DMPF DAMPPROOFING HNV HIGH IMPACT WALL COVERING PA PUBLIC ADDRESS SURF SURFACE ON DOWN HIM HOLLOW METAL PAR PARALLEL H HO HOLD-0PEN HORN HORIZONTAL Q HP HYDRO POOL U' HR HOUR,HANDRAIL m PLAN CHECK BY DATE _�� APPROVED FOR CONSTRUCTION pPbaLchltec " CITY OF ARLINGTON HALLER PARK SPLASH PAD SHEETENOE DEPARTMENT OF GN0.2 - JAINES X KELLEY, PE ABBREVIATIONS & SYMBOLS - i PUBLIC WORKS DIRECTOR PUBLIC WORKS DATE NO. REVISION BY s DESIGNED BY: DRAWN BY: 95e Pacific Axe 84-0 sSD a ; '��°mP`"^QB°°`" PROJECT No. BID SET 21 MARCH 2018 DATE APPROVED: 2s3-`12-+903 k HALLER PARK SCOPE OF WORK: C / - THIS SITE DEVELOPMENT LANDSCAPE SITE PLAN 12'WIDE ASPHALT IS PROVIDED TO INDICATE THE SCOPE OF TRAIL TO(E)PUMP HOUSE. OVERALL PARK IMPROVEMENTS TO SUPPORT A �• I, (E)PICNI EXTEND TO FUTURE PARKING / MELTER I - _ DETERMINED BY THE CITY, NEW SPLASH PAD: ❑ 1 \ -__ Za 1. CONCRETE SPLASH PAD TO BE COORDINATED 1 - t WITH THE VENDOR: N.W.PLAYGROUNDS AND WATER ODYSSEY.SEE(SP)SPLASH PAD '-A DRAWINGS. (E)ASPHALT PATH \ - - `/' I 2. MECHANICAL BUILDING TO BE PROVIDED BY CXT PRECAST PRODUCTS.PROVIDE SUB-GRADE AND SUMP AS REQUIRED. (E)LAWN AREA -- ' \ - - 3. SPLASH PAD PLUMBING SYSTEMS TO BE INSTALLED TO MEET ENGINEERING ` y� REQUIREMENTS PER WAC 246 26 AND FUTURE STAGE - - (E)GRAVEL PARKING AREA COORDINATED WITH WATER ODYSSEY la WO REQUIREMENTS. (NO RK) 4, CONCRETE&ASPHALT PATHWAYS AS f l . , . . - 1 INDICATED. AREAS WITH"GRASS"HATCH COLORED PAVING 5. PROVIDE AN ASPHALT PARKING STRIP, INDICATE APPROX.WHERE GRADING . • • • . - WI PAVED PATHWAY ADA COMPLIANT SPACES. IS REQUIRED,TYP.SEE'CIVIL - - TO MATCH REMAINDER NEW LdGHT POLES PER.CITY . . , . , .• . •, j __ 1 OF SITE 6. NEW IGHT FIXTURES. KLIGHTING USING CITY STANDARD OF ARLINGTON STANDARD ;• s ti - RESERVOIR TANK (TYP AT 9'LOCATIONS): ,, - - BY WATER ODYSSEY q�Yy ;' _ 7. LANDSCAPING AND IRRIGATION TO BE o ,yy, __ - PROVIDED BY CITY OF ARLINGTON.PROVIDE (E)GRAVEL PATH _ - - CONNECT TO NEW O •s ` - -_ ' PUMP HOUSE.TO BE STUB-OUT FOR CONTROLLER IN PUMP HOUSE. s _ PROVIDED BY CXT MFR, CONCRETE PATH HERE - - _ • SPLASH PAD @ • �-��. _- \1 SEE A1.0 - • S 12 SO A .I LEGEND _ SEGMENTED BLOCK WALL _ _ _ _ O �p ■ , I I\ -,• s CONTRACTORCC DESIGN,. - / —� ASPHALT PAVING I (E)GRAVEL PARKING PER CIVIL ° 11" • � _ _ APPROX.WA LOCATION OF E a - • - • - • : ., ' , - : -- - - i (E)2"WATER SERVICE LINE CONCRETE SIDEWALKS REGRADE LAWN AREA - - - FOR LEVEL EVENT SPACE •. 12'WIDE CONC.PATH TYP. _ - • . . . . . • j _ REFER TO CIVIL APPROXIMATELY LOCATIONS ' tr - t• __ ' APPROX-LOCATION OF i (E)POWER UNDERGROUND OF REGRADING.REFER TO CIVIL PLANS_ _ _ PAVED PICNIC PATIO t- o J - ' . ' • ' , ' • ' �i ,• t LOCATE FROG SCULPTURE 9 (33'-0"x 23'-0") �- - ,, 3 - PROVIDED BY OWNER �/ g IN LANDSCAPE AREA.PROVIDE s - EPAY ROUND AREA PLAY BARK FOR MIN. ? REMOVABLE BOLLARDS (NO WORK) 1 } I AT W-O"O.C. 1 s _O_ (E)PLAYGROUND AREA (NO WORK) e (E)RESTROOM BLDG WITH - - �• • CONIC RETE PAD ALL AROUND t ASPHALT PARKING I• _ - O 1 - - -NOT IN SCOPE.- .t - CITY OF ARLINGTON SCOPE _/ OF WORK - —_ _ W - f 9 NEW CONC SIDEWALK TO MATCH ELEVATION OF Know what's below. (E)CONC ADA PADS; a• CB��before you dig. APPROX 75',VERIFY " 1I m x SEvyER DRAIN STORM ATER LANDSCAPE DESIGN PLAN 1 WEST COX STREET ------ 1'-20•-0' (pl_topo_archAwg) 51.1 20' 10' 0' 20' 40' e REFERENCE A PLAN CHECK BY DATE ! _ APPROVED FOR CONSTRUCTION pr'barChlieCls CITY OF ARLINGTON HALLER PARK SPLASH PAD SHEET NO, DEPARTMENT OF LANDSCAPE SITE PLAN D1.2 SHEET PUBLIC X KE DI PE _•+ PUBLIC WORKS PUBLIC WORKS DIRECTOR r DATE NO, REVISION BY �R Or 9,'.Tac. NA 98407 F ,; •I BID SET 21 MARCH 2O18 a DESIGNED BY: DRAWN BY: PROJECT NO, _ SHEEIS DATE APPROVED: 2i-572-4903 - _ CONSTRUCTION SEQUENCE 1. CONTRACTOR SHALL ARRANGE AND ATTEND A PRE-CONSTRUCTION MEETING WITH THE CITY OF ARLINGTON. 2. POST CITY OF ARLINGTON PROVIDED PROJECT SIGN PRIOR TO START OF PROJECT. 3. COORDINATE WITH THE CITY PROJECT MANAGER TO IDENTIFY PROJECT LIMITS AND ERECT HIGH VISIBILITY CONSTRUCTION FENCING. 4. COORDINATE WITH THE CITY PROJECT MANAGER TO IDENTIFY A SAFE STAGING AREA FOR CONTRACTOR EQUIPMENT AND SUPPLIES. 5. INSTALL AND EROSION CONTROL MEASURES AS REQUIRED BY THE PROJECT, INCLUDING MEASURES TO PROTECT ADJACENT SHORELINE, LANDSCAPE,TREE AND ALL OTHER ADJACENT IMPROVEMENTS. 6. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 7. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF ARLINGTON STORMWATER STANDARDS, STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON(SWMMWW)AND MANUFACTURE'S RECOMMENDATIONS. B. CONSTRUCT BUILDINGS AND SITE IMPROVEMENTS, INCLUDING SITE GRADING, UTILITIES, CONCRETE SIDEWALK, SPLASH PAD.PUMPHOUSE BUILDING AND SUPPORTING MECHANICAL EQUIPMENT,REPAINING WALLS AND PARK ELECTRIC AND UGH7ING AS SHOWN ON THE CONSTRUCTION PLANS AND SPECI1FICAT10HS 9. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH CITY OF ARLINGTON STORMWATER SWMMWW, AND MANUFACTURE'S RECOMMENDATIONS. 10.PERFORM SITE CLEAN-UP AND TRIMMING AS NECESSARY. -_- _ _ _ _ SITE DETAILS TRENCH NOTE ADDRESS: 127 COX AVE AR -� ARLINGTON,WA 98223 IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT ` PARCELS: 00461BO4500801 (S02 T31N R5W) MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)8,IT SHALL BE SHORED AND CRIBBED. 1 -THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKERS SAFETY AND INNOVA ARCHITECTS AND - -- ENGINEERING ASSUMES NO RESPONSIBILITY ALL TRENCH SAFETY EQUIPMENT MUST MEET THE -_ REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT,CHAPTER 49.17 RCW. (` _ TOPOGRAPHIC NOTE THE EXISTING CULTURAL AND TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN -- SURVEY NOTES. PART,BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE _ RELIABLE,INNOVA ARCHITECTS AND ENGINEERING CANNOT ENSURE ACCURACY AND THUS IS NOT FOR ADDITIONAL SUBDIVISION INFORMATION,SEE SURVEY RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH RECORDED UNDER AUDITOR'S FILE NO.0000000000, MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. -- RECORDS OF SNOHOMISH COUNTY, WASHINGTON. - BOUNDARIES ESTABLISHED PER THIS SURVEY MAY NOT UTILITY NOTE - CONFORM TO EXISTING LINES OF OCCUPATION AND FENCE LINES AND COULD RESULT IN POSSIBLE �j BOUNDARY DISPUTES. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY AND HAVE NOT BEEN GL - BASIN OF BEARING. INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT OCCUR DUE TO THE CONTRACTOR'S FAILURE TO LOCATE a -- EXACTLY AND PRESERVE ALL UNDERGROUND UTILITIES. INNOVA ARCHITECTS AND ENGINEERING ASSUMES ° N =_ ASSUMED MAGNETIC NORTH NO LIABILITY FOR THE LOCATION OF THE UNDERGROUND UTILITIES. VERTICAL DATUM: NAwee FILL NOTE ___° -_ _ FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS,OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS,TOXIC,OR WHICH OTHERWISE VIOLATE ANY STATE,FEDERAL.OR LOCAL LAW ORDINANCE, UTILITIES CODE, REGULATION,RULE,ORDER OR STANDARD. ALSO CONFORM TO GEOTECHNICAL ENGINEER -___ ' RECOMMENDATIONS. _=_ WATER -CITY OF ARLINGTON LEGEND = _ �> SEWER - CITY OF ARLINGTON o-,i.• STORM -CITY OF 1 POWER -SNOHOMISH SH COUNTY Y PUD NAT GAS - CASCADE NATURAL GAS U =_ _ m EX FENCE m PR STORMDRAIN ---- . o EX WATER LINE ■ PR WATER LINE -- ••33.0/ • S •= f f 1 EX STORM LINE >i PR SEWER LINE _ ••YIM4►AIG E% STORM MANHOL • PR.SEWER CLEANOOT U EX LIGHT POLE O Pi.1'i[]SIRYGTNEE UI • PR.AREA DRAIN O PR.BOLLARD -- Z O PR.LICHTPOLE UI Q PR.YARD DRAIN y� 6 EX ASPHALT 1E�� PR.ASPHALT m EX_CONCRETE { d' PR CONCRETE N EX GRAVEL I GRAPHIC SCALE V Know what's below. IN FEET CBII before you dig. 7 AUTOCAD FILE E AUTOCAD DRAWING FILES ARE AVAILABLE FOR SITE LAYOUT UPON REQUEST. REFERENCE m I PLAN CHECK BY DATE 4� pYe APPROVED FOR CONSTRUCTION or'barchiMINW111 cts CITY OF ARLINGTON HALLER PARK SPLASH PAD SC1 O DEPARTMENT OF JAMES X KELLEY, P E SHEET PUBLIC WORKS DIRECTOR � � PUBLIC WORKS CIVIL COVER SHEET DATE INC.I REVISION BY DESIGNED BY: DRAWN BY: af �� 960P 61icAve SallPnsc of a NMAL 44' WA 9840, P02.427 BID SET 21 MARCH 2018 3' DATE APPROVED: 233572-1,1M PROJECT NO. SHEETS GENERAL NOTES 1. PROVIDE SEPARATION BETWEEN WATER AND SANITARY SEWER IN ACCORDANCE WITH THE CITY OF ARLINGTON STANDARDS AND SPECIFICATION. - - 2. PROVIDE TRAFFIC CONTROL AT WEST COX STREET AS REQUIRED FOR UTILITIES - - CONNECTION WORK WITHIN THE ROADWAY RIGHT-OF-WAY. 3. COORDINATE PUMP HOUSE (MECHANICAL BUILDING) WATER, SANITARY SEWER i ^ CB-1 -_-_ AND STORM CONNECTIONS WITH THE MECHANICAL PLANS. (E)GRAVEL PARKING TYPE I - 4. SEE THE ELECTRICAL PLANS FOR SITE LIGHTING. N:4412611 - - 5. SEE THE MECHANICAL AND ARCHITECTURAL PLANS FOR SPLASH PAD WORK. E:1324695.860 _ 6. SEE SPECIFICATION FOR ADDITIONAL UTILITIES REQUIREMENTS. RIM . 2-2 TANK DRAIN - - 7. ALL WORK SHALL CONFORM TO THE CITY OF ARLINGTON STANDARDS AND 12" IE=67.BB (OUT) MECHANICAL PLANS - - SPECIFICATIONS. 4" IE=68.50 FROM RAIN DIVERTER• - - B. ALL UTILITIES SHUT-DOWNS/OUTAGES SHALL BE COORDINATED WITH THE CITY . . i J$EMfER LINE OF ARLINGTON PRIOR TO ANY WORK. (� . . ••. IFFW6B.50...•.• - - .22 LF 6" RD O Ox 9. EXISTING UTILITIES SHOWN ARE TAKEN FROM CITY OF ARLINGTON UTILITIES • - . " . . . . . . . . . . . . . ❑3 SDCO- - - RECORDS AND HAVE NOT BEEN FIELD LOCATED. CONTRACTOR SHALL ARRANGE Q • • • . • • • • • • • • _ AND COORDINATE UTILITIES LOCATE AND PROVIDE A TOPOGRAPHIC SURVEY N:132471. - COLLECTION TANK PRIOR TO ANY WORK OR ORDERING OF MATERIALS. CONTRACTOR SHALL . .............................. ... ._ •1324717. 3 _ _ TOP OF TANK = 72.03 NOTIFY THE CITY IMMEDIATELY IF PLAN WORK CANNOT BE PROVIDED AS •- • . . . . RIM69.16 =- CBE I IE=69.16 N SHOWN. N:4412552 13 Q .•. . • . . • . •• E:132450 5.3475 - •••,•,• 1 LF 4" - - RIM=69.7 O 3.7% - - KEY NOTES: ,r D a .. -p so�Q-, . 3 2• SSCO-3 LF 4.01E - N:441234.2470 - - in GGRADE TO DRAIN TO CONCRETE INLETS. PROVIDE CONCRETE INLET PER WSDOT STANDARD PLAN B-25.60-01. _ _ • 1324702.461 E:1324738.5194 4 � • E:1324702.461 � LF 8' O• RIM=73.4f ❑2 ADJUST EXISTING CLEANOUT FLUSH WITH WALK. SEE CLEANOUT DETAIL SPLASH PAD RIIE=69.11 06 9 _ - - \70.48 7U' 10 s. �3 6"SSCO-IYjSEE MECHANICAL �3 SEE CLEANOUT DETAIL C4 1 _ - - - "••,','•',•,'-',', N FROM SPRAYDEGN PLANS FOR BUILDING CONNECTION ® CONNECT TO EXISTING 8' SANITARY SEWER MAIN. o- _>i_ ••.•.•••.-.••• SEE MECHANICAL PLANS FOR DESIGN O _ E:1324743.6181 ) •• p '• N:441229.7148 ❑6 CONNECT TO EXISTING STORM MANHOLE. _- _- ..............•....s• N:441249.7774 . RIM-73.3t 3 _ _ E:1324705.7879 •s' f 6" [E-71.37 © PROVIDE ROOF DRAIN LINE FOR PUMP HOUSE (MECHANICAL BUILDING) ROOF DOWNSPOUT. SEE DETAIL G.p o= _ _-,"-'-•-•••,',•,•,• RIM=71.98 •�. 8"e I -x 7 •] CONNECT EXISTING 2" WATER SERVICE TO PUMP HOUSE (MECHANICAL BUILDING). THIS SERVICE LINE HAS NOT BEEN FIELD - - •_•.•.-.-.-.-.•.-.•.• -ems"• i 1 0% LOCATED. LOCATION SHOWN WAS TAKEN FROM CITY OF ARLINGTON UTILITY RECORDS. CONTRACTOR SHALL FIELD VERIFY - - - . •� 1616" LOCATION AND INVERT ELEVATION AND EXTEND TO SERVE THE MECHANICAL BUILDING. - _ _ • • • • . o 66 LF 6 S (PVC)O 3.SX EXISTING GRAVEL PATH TO REMAIN. _- - - . . . . e 45 lF1Q PVC) O 3.5% , •0141 E E INLET-3 SS O 1 •e' - - 3 6" -2 �8 PROVIDE 4"x2" AND 6"x4" REDUCER TO SEWER PIPE AS REQUIRED. a_- - •N:441156.1293 - - 17 U 2" '.' • �N: 1213.7629 _•E:f3w4557.8809. . ❑9 RAIN DIVERTER SEE MECHANICAL PLANS. _ R1Lj=7¢_St -.---."•"• O �7 WATER(PE) RIM 73.3t 8601 e 10 DEBRIS TRAP SEE MECHANICAL PLANS. CB - . .•.B"��69.82 •e ° ; IE 0.81 4 4 TYPE 2- o _tnnr- . , , , • ! 11 PROVIDE ASPHALT PATCH e SEE DETAIL e FOR TRENCH DETAIL. N:441166.4 1 C4.0 C4.2 E:1324505.7 72 a _ _ 41 12 CONTRACTOR SHALL COOROINATE WITH THE CITY OF ARLINGTON FOR RELOCATION ALIGNMENT OF EXISTING 2" WATER MAIN RIM= 2.4 - - ! AT PUMP HOUSE ENVELOPE. 12:IE=66.1 (N) 53 p.F.8•.SD O 2.0X 2 • ❑3 6" SSCO-5 -mob O N:441171.6929 12" IE=66.1 (S) E:1324653.7784 B" IE-68. (E) a RIM=74.Bf - v e �i IE=68.03 mi _ _ -- • CONCRETE INLET-2 Q a O - ° N:441140.3103 •! e E.1324557.1653 RIM=72.5 e 2 J- b' ❑1 B" IE=70.14 O N CRETE INLET-1❑1 Q CB-4 89 N:441117.2341 ra E:1324556.5257 Ci 5 TYPE - RIM=72.6 L ' t 3411 .2814 8" IE=70.6 (OUT) N '1 " RIM-73.0 �i 1• IE=65.74(N) - 12 IE=65.74(SE) �- N o o ala go a o _� a GV0 o � a o 0 a 25 LF 12 SD O 0.62% - GRAPHIC SCALE a 0 F w b 11 WEST COX STREET IE6 *ON TO EXISTING B"MAIN O, IN Feel) ❑5 IE = 65:59-(-12"--NW)_ APPROVED FOR CONSTRUCTION NCE HALLER PARK SPLASH PAD SHEREFEET NO. PLAN CHECK BY DATE e, YcCp OO+b a r c h l e c i CITY OF ARLINGTON DEPARTMENT OF C3.0 JAMEPUBLIC WORKS S LDRECTOR PUBLIC WORKS UTILITY PLAN SHEET DATE N0. REVISION BYlr�O 3 p 4 9dG°acifc A�F Ruae 450 OF O a DESIGNED BY: DRAWN BY: caul d° ¢' Tacoma WA 98402 P02.427 BID SET 21 MARCH 2O18 S' DATE APPROVED: 2z 6*2 49JJ PROJECT NO. SHEETS TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTES: 1. APPROVAL OF THIS EROSION AND SEDIMENT CONTROL(ESC)PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN JOINTS IN FILTER FABRIC SHALL 8E 1,-pSnN (E.G.,SIZE AND LOCATION OF ROADS, PIPES,RESTRICTORS, CHANNELS,RETENTION FACILITIES, UTILITIES, ETC.). SPLICED AT POSTS. USE STAPLES, 30. 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION,MAINTENANCE,REPLACEMENT,AND UPGRADING OF THESE ESC FACILITIES IS THE WIRE RINGS OR EQUIVALENT TO ATTACH 25'IAIN. 4rj4, RESPONSIBILITY OF THE APPLICANT/ESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. FABRIC TO POSTS. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY A CONTINUOUS LENGTH OF SURVEY TAPE(OR 2"%2E BY 14 Ca�.JWIR FENCING,IF REQUIRED)PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE OR EQIIVALENT,Ir \ FENCING. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. I STANDARD STRENGTH � 4. THE ESC FACILITIES SHOWN ON TI-IS PLAN MUST BE CONSTRUCTED Pf"TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO I I I FABRIC USED i i ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS,DRAINAGE SYSTEMS,AND ADJACENT PROPERTIES IS MINIMIZED. I I I !J 4E- B"QUARRY 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED 517E CONDITIONS. DURING THE CONSTRUCTION PERIOD, I I I FILTER FABRI�� SPACES THESE ESC FACILITIES HALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS I I I _ IF A ROADSIDE DITCH (E.G., ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES,ETC.). +1 IS PRESENT,INSTALL GEOTEXTILE PROVIDE FULL WIDTH 6, THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPUCANT/ESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. ---L-1------------ _ '"' •1- DRIVEWAY CULVERT OF INGRESS/EGRESS WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES DURING THE WET SEASON(OCT.1 TO APRIL 30)AND OF MONTHLY 1 I __'_ ) I __ PER KCRDCS 12 �1. AREA REVIEWS DURING THE DRY SEASON(MAY 1 TO SEPT.30). I�6'MA%. � THICENE58 7. ANY AREAS OF EXPOSED SOILS,INCLUDING ROADWAY EMBANKMENTS,THAT WALL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR I I POST SPACING MAY BE ( MINIMUM 4EN4" SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS(E.G.,SEEDING,MULCHING, PLASTIC LJ INCREASED TO B'IF WIRE 8ACKFILL mENCH vn FIAm NOTES: COVERING, ETC.). BACKING IS USED SOK OR 3/4E TO 8. ANY AREA NEEDING ESC MEASURES NOT REWIRING IMMEDIATE ATTENTION HALL BE ADDRESSED WITHIN FIFTEEN(15)DAYS. WASHED GRAVEL PER KING COUNTY ROAD DESIGN AND CONSTRUCTION STANDARDS(KCRDCS), 9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN FORTY-EIGHT(4B)HOURS NOTE, FILTER FABRIC FENCES DRIVEWAYS SHALL BE PAVED TO EDGE OF R-O-W PRIOR TO INSTALLATION OF THE FOLLOWING A STORM EVENT. SHALL BE INSTALLED ALONG FENCE W000 POSES,STEEL CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. 10.AT NO TIME SHALL MORE THAN ONE(1)FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONTOURS WHENEVER FENCE POSTS,REBAR,OR EQUIVALENT IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE POSSIBLE THE PAD. DOWNSTREAM SYSTEM. 11. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES,SUCH AS WASH PADS, MAY BE REWIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OFTHE PROJECT. ILT FENCE nCONSTRUCTION ENTRANCE 12.ANY PERMANENT FLOW FLOW CONTROL FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL - MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE 1 N.T.s. 2 N.r.s. TEMPORARY FACILITY MUST BE GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 13.WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REWIRED,IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 2 TO 3 INCHES. 14.PRIOR TO THE BEGINNING OF THE WET SEASON (OCT.1).ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH _ MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY INSPECTOR. THE CITY INSPECTOR CAN REQUIRE SEEDING OF ADDITIONAL AREAS IN ORDER TO PROTECT SURFACE WATERS,ADJACENT PROPERTIES,OR DRAINAGE FACILITIES. 15.UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF APPROPRIATE. TEMPORARY COVER: 1. SCHEDULE: 1.A. FROM OCTOBER 1 TO APRIL 30 ANY DISTURBED AREA IN WHICH NO ADDITIONAL WORK WILL BE PERFORMED WITHIN 2 DAYS SHALL BE PROTECTED. 1.8. FROM MAY 1 TO SEPTEMBER 30 ANY DISTURBED AREA IN WHICH NO ADDITIONAL WORK WILL BE PERFORMED WITHIN 7 DAYS HALL BE PROTECTED BY STRAW MULCH, WOOD FIBER MULCH, COMPOST,PLASTIC SHEETING, CRUSHED ROCK,OR OTHER APPROVED METHODS. 2. PREFERRED MULCH,HAY,OR STRAW: 2.A. DEPTH OF THE APPLICATION A MINIMUM OF 2 INCHES. SEE ARCHITECTURAL PLANS FOR XREPIACMENTHMA 2.B. APPLICATION RATE DOWNSPOUT LOCATION AND CL-W PG 11-12 75 TO 10D POUNDS(TWO TO THREE BALES)PER 1,000 SQ. FT. BUILDING CONNECTION DETAILS -� 1.5 TO 2.5 TONS(90 TO 120 BALES)PER ACRE SEE ARCHITECTURAL PLANS FOR -- E 3. IN AREAS 2:1 OR STEEPER,ALL WINDBLOWN AREA MULCH MAY NEED TO BE ANCHORED DOWN WITH THE NETTING,KEPT MOIST,OR BE AN EQUIVALENT DOWNSPOUT LEADER SIZE zI APPROVED METHOD. -- o PERMANENT COVER: € NOTES: 1. CONSTRUCTION ACCEPTANCE WILL BE SUBJECT TO A WELL ESTABLISHED GROUND COVER THAT WILL FULFILL THE REQUIREMENT OF THE APPROVED 1. CONNECT TO DRAIN LEADERS PER CONSTRUCTION PLAN. SCH 40 PVC GRADING&DRAINAGE PLAN. "$ 2. ALL DISTURBED AREAS,SUCH AS RETENTION FACILITIES,ROADWAY BACKSLOPES,ETC.,SHALL BE SEEDED WITH A PERMANENT GROUND COVER OR AS kk E DIRECTED BY CITY INSPECTOR TO MINIMIZE EROSION.GRASS WILL BE DONE USING AN APPROVED HYDROSEEDER OR OTHERWISE APPROVED BY 2. A WATERTIGHT CONNECTION SHALL ENGINEER. BE MAINTAINED WITH ANY 0 PREPARATION OF SLIRFACI TRANSITION SCHEDULE 4D VC SIZED TO PVC PIPE TO ANY OTHER PIPE -cDAwacTEO SUBGRADE ECTS TYPE DETAILNOTES: u 1. ALL AREAS TO BE SEEDED SHALL BE CULTIVATED TO THE SATISFACTION OF THE ENGINEER OR CITY INSPECTOR. THIS MAY BE ACCOMPLISHED BY T SIZE 1 HMA SHALL MATCH THICKNESS OF EXI"NGACP,BUT SHALLOE BLESS THiN V ROQ Z� 2. IMMEDIATELY YKING.OR OTHER FOLLOWING FINISHEDPTABLE MEANS.GRADING, PERMANENT VEGETATION (CONSISTING OF RAPID, PERSISTENT,AND LEGUME)WILL BE APPLIED(MINIMUM 80 0 PVC 3 ON ROOF DRAINS TO POINT OF TRACER WIRE SHALL BE LED 2 COMPACnON:95%MA%DRY DENSITY(MODIFIED PROCTOR) POUNDS PER ACRE).THIS IS TO INCLUDE THE FOLLOWING: 20 PERCENT ANNUAL PERENNIAL OR HYBRID RYE GRASS,40 PERCENT CREEPING RED OUTFALL. FESCUE,40 PERCENT WHITE CLOVER,HYDROSEED AS REQUIRED. 40 PVC SEED MIXTURE SPECIFICATION (DOE STD.) E PLANS FOR NAME PROPORTIONS BY WEIGHT PERCENT PURITY PERCENT GERMINATION E SIZE) RED TOP 10 PERCENT 92 90 WYE SCH40 PVC (AGROSTIS ALBA) SEE NOTES#1 AND 02 T ANNUAL RYE 40 PERCENT 98 90 p (LOLIUM MULTIFLORUM) 6 a CHEWINGS FESCUE 40 PERCENT 97 BO (FESTUCA RUBRA m COMMUTATA) 1n (JAMESTOWN,BANNER, SHADOW OR KOKET) WHITE DUTCH CLOVER 10 PERCENT 96 90 (TRIFOLIUM REPENS) � FOR OTHER SEED MIXTURE USE LOCAL SUPPLIER RECOMMENDATION WITH THE APPROVAL FROM THE CITY ENGINEER. / 7-\DOWNSPOUT LEADER CONNECTION DETAIL 4 ASPHALT PATCH AND INTERFACE DETAIL Q J u ,N.T.S. N.T.S a F ^�J a Know what's below. _ Call before you dig. E PLAN CHECK BY DATE Mc�o APPROVED FOR CONSTRUCTION 04rbarchitects CITY OF ARLINGTON HALLER PARK SPLASH PAD SHEET REFERENCE C4.0 ' d JAMES X KELLEY, PE DEPARTMENT OF SHEET a PUBLIC WORKS DIRECTOR PUBLIC WORKS NOTES AND DETAILS .6 DATE NO. REVISION BY 5 8 o DESIGNED BY: DRAWN BY: 9�� B^L'PodwAve,suh;4,j OF '°"'L°`g� DATE APPROVED: V%1:Ic;,gB40 PROJECT N0. P02.427 BID SET 21 MARCH 2O18 �253,7- SHjHTg FRAME k GRATE OR RIND STREET CATCH MDEWALX AND D GRAIN AND COVFA(GALE OR �BASIN CURB _ • —+ CP/FlR SNARL m LOCNNO) r- _-- I, o TOP 51AB • `+m MAV ttALc(IeNs �I'L AM �tF— -- _ TOP 5• • OR OR G [AT[ M T r MIN COMPACTION 'Il / J' YSS MAX DEH41Y 1 -•-_- 0M �� I I y///^I S11A q11 MOM KOM + AND raotRI otROO C � sTOMOiw�C R ( mDNN 0N5 ) 9Arxrrl »'M N' A _J L MIN CON A TYPICAL LOT PLACEMENT BOX MAX ACTION II M[G!,BASE. — I I � I I I ) I McaWA/IesER f�7jiJlrr tITRWaCIIG oat EW]-CATT IAr• —�-- rr n I 1 D•��D••""GO) INTEGRAL mum D.16 SO Wjn.E.W. AB•CB WVIEW fY I MMWFA� 01B S0.w./MT.E.W. tN'CB MIN i ti' m�) � ; 14'MW 0 RS SO W/FT, �. ..-______J D R4 Sp w/IT.E.W.(]R•CB) 1 �.-- ORB W.w/T E.W. »'CB 42'MAX PIPE TONE MIN COMPACTION C a 901 MAX DENSITY SECTION B-B 1'-D•FOR»'.SA•a R ce 1 TOP VIEW z'-D•FOR Tz•a Be're fg�CARATE CAST-N_PVCE GAaViL I.[KTLL A BABE OR SEPARATE FOUNDATIONS NOTE: PRECAST BASE BMR.COMPAITIm DEPTHp MATEAW USED SHALL BE FOR PRECAST BASE ONLY PLAN VIEW DUCINE IRON PER ASTM •fa SEPAMTE ELEV 1eN COMPACTION BW1DE OUS COOS.WIMFQJNDAAaI MATERIAL i SECTION A-A elI1AKN015 CGnNO AS REWIRED Bo:MAX IN:N51tt CAST-M-PLACE ONLY Q LOCKING Haul TD m PRONGED NOTES: ,.--_-------_,'� 1 N• N CASHING TD ALLOW FOR TWO 1 u]WOWOAc STEEL NOTES: 5/0'IA STAINLESS MEL. FGR R(PAAAR DASD GAILY) 1. HMDNOLDS W RISER OR AGIUSRMENT SECTOR FROM COA]NTC APE IN ACCORDANCE WITH AS1M C14 SECTION SOCKET HEAD CAP SCREWS.NO .!]5p IN LW.I»'CB) SHALL HAVE A]'MINIMUM CLEARANCE STEPS IN O1 YARD DRAINS 7o BE GOrRTWLRYm PAIN OF SCREW WILL PROTRUDE 0.10 m CATCH BWN SHALL WVE 4•MNNW UNLESS ONERW6E ]FgWM al M AAAa OR HOLED N M SPEaF1G10O6. ORATE. 0.RS So.N./FT.EW.(» CB) CLEARANCE NO STEPS ARE REQUIRED WHEN'B' CUIaR HOIf SQE IS EGUAL TO OUTLET APE OIfRSDE OAMEIFA PLIA YARD GRAN WALL (( IS V OR LESS HANOND DS SHALL BE PLACED IN M CKNESS ORATE TO BE M1ED"I I1NE D.JS 50.N./FT.EW.(7O'CB) N.TERNAnNO GRADE RINGS OR LEVEUNO BIOCN SHOWN IN STD DRAA SO-m 0,]B SO N/FT.LW (RS'GB) COURSE WITH A MINIMUM OF ONE HANDHOLD O NOTES: BETWEEN THE MAST STEP ANO lOP OF TXE ] YANG TO OIIRET APE 70 BE MORTARED NM WOE FLUOR WITH AMIDE OF ME / Q CAME SEATING:B NTIEa1NLLY FINISHED(RAGE. YNRD OWN WAIL ALL BACKFILL MATERY SHALL BE PLACED IN COMPACTION TESTS SHALL BE AS REQUIRED BY THE T CAST PADS. R.MINIMUM!SOW BFAXING SQUARE MN SHALL EQUAL O BnL THE®L ISHA TOE MT KLL A T AND 1THTOMS RIIW MIDI FACE of COMPACTION NOT TD EXCEED 1R INCHES BEFORE CITY ENGINEER,BUT T N CASE LESS THAN 2 TESTS CAST PaCIQT LIFT IWlDIE •0•TWIG ] POUNDS PER SQUARE FOO MIL M ORAR v N t S WACE(,�]y�TNT RED TOOE SO NOA-R OAEN PIT COMPACTION E To T E CFiORRED BY THE CITY EVEN/ 5 FEET R TRENCH(ONE AT SUBCRADE AND MIT ON YNON PO BNl SMIOACE 41V11 BE nN8f4D TO ARUHME Nar-NOCKM PIT ENGINEER DUE H THE P CTING E OF THE ONE AT 50i OF TRENCH DEPTH), U _ WITH ANY CWFA POSITION. MATERIAL AND THE COMPACTING EQUIPMENT. .. SECTION C-C p NON-SKID 1/2*,1O PATTERN _ _ ].MORTAR SNAIL IN PLACED BETWEEN EACH LLVFL APPRO%R-1/R'Rt'.1/B'HIGH EDITION ION OFFR RING.TOP OF TOP STAB.AND IN-PLACE DENSITY AND EARMOISTUREET CD,AST WILL BE E BDTTOI OF IRON PoNC OS WASHED DRAIN ROCK B'MIN.THICK MAT RAL AL COMPACTION N BACK HE DETERMINED USING NUCLEAR METHOD,ASTM Z PRECAST RISE JDM B WkWES 12'OR W 1.PLANS. OF GO L SHALL NOT BEGIN UNTIL THE FEET 2922-71 4.SEE TIE STANDARD SPECIFICATIONS FOR MORE O OF COMPACTED OF PIPE INTERNE IS R FEET REQUIREMENTS. ABOVE THE TOP OF APE MOSTUTOITY LATENT W DRY DENTIN AND OSING T NOISNRE CONTENT WILL BE DETERMINED USING THE EACH LIFT SHALL BE MECHANICALLY COMPACTED MODIFIED PROCTOR METHOD IN ACCORDANCE WITH TO THE REWIRED DENSITY PRIOR TO PLACING ASIM D-1557 SUCCEEDING UFTS OF BACKFILL MATERIAL BEDDING MATERIAL SHALL BE W MINUS C AWr■ RA[ DOAITmFE �Y NWww WA] �IRTImTI'OP POpIC WOE TY NHr• L� DEPAR710M OF PUBLIC"M S Y mwn tWw DBARTI�TE GP PUBLIC DORIB ♦T Y q STANDARD DRAM ♦ 4 _ STANDARD OETAIL \ 6 STAIOARD DETAIL \ a STANDARD DETAIL mmA:. STANDARD DETAIL F imm ` Wn+n. STANDARD DETAIL NUMBER " Ar an/R� STANDARD DETAIL "Win ° r rAWAr STANDARD DETAIL MI NI y®• CATCH BASIN TYPE 2 o r na SOLID COVER SD-080 '�• a 4B", 54", 00", 72" & BB" SD-040 ��' YAHD DRAIN CONNECTIONS SD-130 UI <!\C•1 </AG♦ <A\!\ /AGM 2 U 1 CATCH BASIN TYPE-2 nYARD DRAIN CONNECTION nTRENCH SECTION N.T.S. N.T.S. J N.T.S. Y N.T.S. f] Li EG S F Know what's below. Call before you dig. E PLAN CHECK BY DATEI NCE APPROVED FOR CONSTRUCTION M4Fbarchilects CITY OF ARLINGTON HALLER PARK SPLASH PAD SHEETREFEENO. C4.2 DEPARTMENT OF PUBLIC WORKSLDRECTOR NOTES AND DETAILS SHEET DATE NO0 . REVISION BY A� PUBLIC WORKS DESIGNED BY: DRAWN BY: �i�9@Lrr��♦1� �t H:DP cihc!ae sHICa;M 7 OF Q a ORAL ry, Ta aN,a W.A HI4D2 PROJECT No. P02.427 BID SET 21 MARCH 2O18 5' DATE APPROVED: 2a3o%2-PJU� GENERAL NOTES CONTRACTOR SCOPE TO INCLUDE CONCRETE SPLASH PAD AS SHOWN.SEE SP1.1 FOR ADDITIONAL INFO: 1. SPLASH PAD FEATURES SHOWN FOR INFO ONLY. COORDINATE LAYOUT AND INSTALLATION REQUIREMENTS,(INCL.SLAB FOOTINGS)OF SPLASH PAD FEATURES WITH MANUFACTURER. COLORED CONCRETE SEATING AREA DECK 2. ALL WORK SHOWN BEYOND SPLASH PAD(SP) SLAB.TABLES AND CHAIRS BY OWNER, SHOWN FOR GRAPHIC INFO ONLY DRAWING BE COORDINATED WITH CIVIL PLANS. VERIFY ALL ELEVATIONS AND ALIGNMENTS. "WET DECK"AT SPLASH PAD SURFACES.COLOR T BE STAINED BY OWNER-SEE T SP1.0 SP1.1 SPRAY FEATURES AND SPLASH ((A� ZONES DASHED,TYP.VERIFY y f� QQQ / /j\ ��BOULDERS(4'3'DIA)CAST IN WALL- WITH WATER ODYSSEY DESIGN [y �/ �l _ ` / APPROVAL OWNER BEFORE POURING CONCRETE..TYP. YP.5 LOCATIONS CURB SEAT WALL CONSTRUCTION (4)SPLASH PAD DRAINS TO \ EXPANSION JOINTS 2 CIRCULATION SYSTEM PER �� CONC.DECK MECHANICAL.PAIRS OF DRAINS SP1-0 SP2.0 8'-0"CENTER TO CENTER PER CODE / � WET, CK CONT CURB SEAT WALL, SEE 1 TYP S01.0 SP2.0 , E \ • ,i Z a — SEAT&TERRACE WALL,SEE 3 TYP ai SP1.0 SP2.0 _ _ _ _ _ PLANTING BY ARLINGTON PARKS CONTRACTOR PROVIDE 6"TOPSOIL. TERRACE WALL,SEE �TYp CONCRETE LANDING AREA.SLOPE 6 _ _ _ _ - _ TOWARDS"WET DECK."COLOR TO BE a SP1.0 SP2.0 _ STAINED BY OWNER. LOCATE FROG SCULPTURE HERE,FDIC. PLACE MIN 5'-0"OF PLAY-BARK AROUND `m _-- FEATURE. A - x - o — Q 0 F SPLASH PAD DEVELOPMENT PLAN �1 a' 4' 0 a' 16' 1/a"=1'-0" (pl_splashpad.dwg) SP1.0 SDI.2 1 A� 1!6"=1'-0" E PLAN CHECK BY DATE Oa+b arc h i t e C I L REFERENCE APPROVED FOR CONSTRUCTION CITY OF ARLINGTON HALLER PARK SPLASH PAD SHEET NO, DEPARTMENT OF SP1.0 DAMES X KELLEY, PE I ■ SPLASH PAD DEVELOPMENT PLAN SHEET DATE NO.! REVISION By PUDuc WORKS DIRECTOR PUBLIC WORKS s-a° DESIGNED BY: DRAWN BY: 9" Paoiiic.Avo Buil°a50 OF °°^36<0 BID SET 21 MARCH 2O18 DATE APPROVED- � 253-5.?-73iU PROJECT NO. - j SHEETS ALIGN W/CONCRETE TERRACE - - 3/4"CHAMFER ALL AROUND #4 @ 16"OC CONCRETE TERRACE WALL, WALL,(74.83')CROWN TO CENTER 10-#4 @ 8"OC CONT W/#4 CROWN TO CENTER&BROOM &BROOM FINISH TOP - FORM TIES LAID OUT VERT EA FACE @ 16"OC FINISH TOP(74.83') ` SYMMETRICALLY,REMOVE CONES 3/4"CHAMFER ALL AROUND AND SEAL EXPOSED TIE END WITH FORM TIES LAID OUT ALIGN W/CONCRETE CURB I° ° ( SEALANT °1 LANDSCAPE BY OWNER �- SYMMETRICALLY, � CONCRETE CURB SEAT WALL,(73.33') - #4 @ 16"OC ! LANDSCAPE BY OWNER REMOVE CONES AND ` CROWN TO CENTER&BROOM FINISH TOP 10-#4 @ 8"OC CONT W/#4 VERT SEAT WALL,(73.33') I I SEAL EXPOSED TIE a ( 4 FORM TIES LAID OUT SYMMETRICALLY EA FACE @ 16"OCWEND WITH SEALANT FO � � CONC LANDING AREA. REMOVE CONES AND SEAL EXPOSED TIE 3/4"CHAMFER ALL AROUND � I I I I _ 6"MIN TOPSOIL END WITH SEALANT CONC WALK PER CIVIL,(ELEV VARIES) 1/2"DEEP BY 12"TALL REVEAL FULL rl, _ I I-I I (SLOPE TO 73.33') 1/2"DEEP BY 12"TALL REVEAL FULL OR CONCRETE LANDING PER SP1.0 WIDTH OF WALL AT SPLASHPAD, � I WIDTH OF WALL AT SPLASHPAD, (73.33) FOR TILE ART BY OWNER.LEAVE 4" h- _ Q - I I-I I I-I 4r - FROM ENDS EXPANSION JOINTS III-III-I I FOR TILE ART BY OWNER.LEAVE 4" I ° AND BOULDERS. I •-�' J I I-III-�I I-I FROM ENDS EXPANSION JOINTS �' xX-� ( a AND BOULDERS.SEE I • v -x 10-#4 @ 8"OC CONT W/#4 - : 5 q 1 3/4• I •q 1 3/4" + I VERT EA FACE @ 16"OC ° SP2.0 SP2.0 `TYP WET DECK(72.00') NP • #4 @ 16"OC -III-)I I-I h a I I i-I I-I WET DECK ( ) 72.00' • + • � a L�_ - _i. ' i =. as � � _ _ - .�+ 1 ,a a• 1 _ - er° �� STRUCTURAL FILL v 4 z v PER CIVIL 2.� °� • Al , ";�; -1�I III -ICI ICI-III-ICI=III-1�I STRUCTURAL FILL Iu g• gr it r PER CIVIL �l - i - v` 4-#4 CONT W/#5 TRANSVERSE SUBGRADE PER CML @ 16"OC SUBGRADE PER CIVIL I I ___ v) -i- 4�t4 CONT W/#5 TRANSVERSE @ '- HOOK VERT BARS FOR LAP ONTO �- -� 16"OC TERRACE WALL q 5• 1 8 9" HOOK VERT BARS FOR LAP ONTO � CONT BARS(LOCATE IN SAME PLANE AS TRANSVERSE BARS) CONT BARS(LOCATE IN SAME 1 1/2 =1-0 (det-04.dwg) SP1.0 SP2.0 NOTE:PROVIDE THRU-CURB CONSTRUCTION/EXPANSION PLANE AS TRANSVERSE BARS) JOINTS AS SHOWN,PER 2/SP2.0 NOTE:SEE 1/SP2.0 FOR NOTES IN COMMON CURB SEAT WALL SEAT&TERRACE WALL 3 1 1/2"=T-0" (det-01.dwg) SP1.0 SP2.0 1 1/2"=1'-0" (det-03.dwg) S01.O SP2.0 SLOPE BENCH TO DRAIN TO WET DECK,TYP. AT CONC LANDING AREA,ALIGN SLAB AT LANDING AREAS WITH T.O.BENCH.SLOPE 2%AND SHAPE PROFILE TO DRAIN AT DRAINAGE GAP DRAINAGE KNOCKOUT,2"GAP AT JOINT �, I L -XXx E EXPANSION JOINTS AT APPROX.1V OC. TOP OF TERRACE 1 z" HOLD REINFORCING 2"CLEAR OF ENDS}; }�g� RETAINING WALL 15 OF POUR " ) 3 1/2"x6"DEEP JOINT FILLER WITH"PEEL TOP" TOP OF SEAT KNOCK-OUT AT EXPANSION a AT SIDES&TOP INSTALLED ON FIRST POUR '- WALL(73.33') 2 JOINTS,TYP. PRIOR TO SECOND POURf m REMOVE PEEL TOP WHERE EXPOSED y • •T-T l v &FILL W/SEALANT v _1r------� q" q. r---- �r -- 11 r. � � N• _R z WET ODECK- -EXPANSION JOINT PER 2/SP2.0 o ' 1/2"DEEP BY 12"TALL REVEAL m - +, • q"g` 9 LOCATION OF TILE ART BY OWNER 4 + + 0 4 e N ° a � - CURB SEAT WALL PER 1/SP2.0 SEAT WALL EXPANSION JOINT CURB SEAT WALL ELEVATION e° a" o s• r 2' SP1.o sP2.o 1 112"=V-0" (det-02.dwg) 1 1/2"=V-0" (det-05.dwg) SP2.0 SP2.0 1 1/2"=1'-0" E _ PLAN rHECi\ BY DATE APPROVED FOR CONSTRUCTION pa'tVBfChi'`CC•I3 CITY OF ARLINGTON HALLER PARK SPLASH PAD SHEFTni SHEET NO DEPARTMENT OF SP2.0 DATE No REVISION BY �JAIMEIC X�ELLEY F�.�R PUBLIC WORKS SPLASH PAD WALL DETAILS SHE DESIGNED By DRAWN BY; iR�PxCKtrw'S s�nD of a a ar..we awuo PRGJFrT No ' '�-' BID SET 21 MARCH 2O18 DATE APPROVED: 7�.nta.�x+ I SHEETS GENERAL NOTES 1. BUILDING PROVIDED BY CXT PRECAST PRODUCTS BASED ON PLAN SHOWN. 2. MECHANICAL EQUIPMENT SHOWN HERE FOR COORDINATION ONLY.THE"SKID"FOR THE EQUIPMENT TO BE PROVIDED AS A PACKAGE FROM WATER ODYSSEY/N.W.PLAYGROUNDS.CONTRACTOR SHALL INSTALL ALL THE PIPING AND CONNECTIONS PER THE MECHANICAL DRAWINGS TO CONNECT THE"SKID"TO THE SPLASH PAD AND MAKE IT FULLY OPERATIONAL.. 3. CONTRACTOR RESPONSIBLE FOR COORDINATING BLOCKOUTS WITH THE LOCATIONS FOR WATER AND POWER STUB-OUT INTO THE BUILDING.CONCEPT SHOWN HERE FOR PLANNING PURPOSES. PAIR OF V-O"x 12"BLOCK-OUTS FOR MANIFOLD V-0"x V-0"BLOCK-OUT FOR PLUMBING: PIPING. . 2"COLD WATER EYE-WASH FLOOR DRAIN BLOCK-OUT • 6"STANDPIPE 24'-0' MAX.TO ROOF EAVES 22'-0" --� T-0" 10'-0" 4•-0• \ I I I /MEIIH. I I ICLEAR Ly N CHEMISTRY m STORAGEI _"bbl `U 01 0 6 017 6" - 3$ I I V_r 1 16' 4'-6* W-O" w II x� L CONCRETE PATIO00 oco W 3i x 4 Q p00 Q w} I O f In .\ X w UTILITYROOMc:c I \ CHEMISTRY E STORAGEII = 0 q _ � 5 3 2'-6- 1 T -6" 5-0" 2-6" \4r b 5 ELECT. s % 0 6 a - 4'-0"x V-0"BLOCK-OUT FOR PLUMBING: (2)FLOOR DRAIN BLOCK-OUTS 2'-6"x 8"BLOCK-OUT FOR ELECTRICAL CONDUITS: . 4" SUCTION • INCLUDE MAIN POWER TO PANEL,METER AND . 6"FEATURE SUCTION DISCONNECT.METER&DISCONNECT TO BE • 3'MANUAL BYPASS MOUNTED ON EXTERIOR WALL m • (2)3"ACTUATED BYPASS • INCLUDE STUB-OUT FOR FUTURE IRRIGATION . 3"RETURN TO FILTER CONTROLLER MOUNTED ON INTERIOR WALL . 3"TANK DRAIN F BUILDING FLOOR PLAN �� a 1/2"=1'-0" (p1-01.dwg) A1.0 2' 1' 0 2' 4' 6' 1/2"=1'-0" E _ PLAN CHECK BY DATE prb a r C h I t B C I S APPROVED FOR CONSTRUCTION ^�o.M, CITY OF ARLINGTON HALLER PARK SPLASH PAD SA1T OE DEPARTMENT OF MECHANICAL BUILDING JAMES X KELLEY, P E S- SHEET DATE N0, REVISION BY PUBLIC WORKS DIRECTOR PUBLIC WORKS CXT CONCEPT PLAN x 956 P.cifl �15U OF c DESIGNED BY: DRAWN BY: T�^. A-A e6aoz BID SET 21 MARCH 2O18 a PROJECT N0. DATE APPROVED: 253-5%2-.i9U3 SHEETS PLAN NOTES O(6)FILBUR 3$740 PRIER CARTRTDGE UNITS FOR FEATURE SUCTION. wsMIS MFS M� wsM� Mi3 IRE MR ws M� O2 REFER TO CIVIL DOCUMENTS FOR CONTINUATION, DT•I RD-I SPRAYPAD DRAIN PIPING R'WFS S R.WES ti 4-STORM O2 f1 8"WFS Y, I 1-•II ��TO WATER FEATURES J'ACTUATED BYPASS /� 22,32,TOTAL 12 GPM, 3•ACTUATFD BYPASS— FROM DOMESTIC WATER 2 lSJ 1, �I I/2' HEADER ASSEMBLY F I MPS SFS��/TO WATER FEATURE ■ err----((F-- 31.TOTAL 5 GPM, 3•ACTLIATI?p BYPASS 3"MANUAL BYPASS ..y 1'O-6bti g� TO WATER FEATURE ,,,777ppp I I MA ��3,TOTAL 13 GPM. O2"TANK OVERFLOW DRAIN ', �•—'�—' FM-I PV-1 6"FEATURE VF7N7 VFp H IIMB�NOS��TO WATER FEATURE SUCTION VI PI FS 3' p( ��WPP�--MMM��F'��� 24.TOTAL 1 I GPM- 2"PVC BACKWATER VALVE g IMF>eWnTO WATER FEATURE 35-TOTAL 7 GPM. ' 'oS I 1-1/2• TO WATER FEATURE Mlg�M� 29.TOTAL 9 GPM. cr C•-1 21:1Wn- 1 1 2 —�TO WATER FEATURES T I A 21,23,34.TOTAL 28 GPM �CPJ 0 S �6"VTR _ I- 1•H2' TO WATER FEATURE I 1��wa—�rRs—� ROOF J,L FM-2 PP-3 PP-4 SI 3w 30 TOTAL 5 GPM, �(1 FU) 4• Si MPi�R�M TO WATER FEATURES rl 25,26,27.TOTAL9GPM, 3„V42"V 2"V INJECTOR(2 FU) (S FIJ) (14 FLJ) FITTJNG(TYP) VFD 3/VFll2 UV.1I�•0-- -�I �WFS 1-lp• MFS- �TO WATER FEATURE f T - t l 3'RETURN 16.TOTAL 2,5 GPM, 2"V 3"V r 2"V LINE VI PI FS F.OIIIPMF.NT VAlni I (3 FU) (6 FU) I/ (3 FU) P9 r F7(TFRIOR WALL (2 FU) 1 f J•�5,t PP-2 PI WFS�?TO WATER FEATURE O 1 1 I 1 LOOP )• F 1 2.TOTAL 6 GPM. SN 00 EJ I I I 4R FEATURE (3 FU) 1 (6 FU) 1 (3 FU) 1 �'4-'FILTER " DRAM ` 2- S 1• 1.112• , 3 O 1 P 2 I O I I/Y W I I MRS�13F8�j 1.OTOTAL 6 GPM. MPV•t GRADE N F I I I FFU•I 1 SGI ROIRF O STAND PIPE S 1• 1.1/2' 6"W �MPS�j TO WATER FEATURES r W T W 14,17,TOTAL 39 GPM, .. (2 FL O FU) (6 Fl)1 (31" / 1 E J f I _O I�!— 1 Ir WE—�TO WATER FEATURE Z MECHANICAL ROOM ti-1 r�6jFy Mpb 2 (I FU) 6'W 6'W 6"W 6"W W W 18,TOTAL 4 GPM. (14 FU) (12 FU) (9 FU) (3 FU) BACKW VALVE ATER I I ' ws�wa T TOTAL,FEATURE f M. [3 WASTERISER DIAGRAM SCALE: NONE I INS z1 IR' -�TO WATER FEATURE 29.TOTAL 9 GPM,TO WATER FEATUR 1 rn 33.TOTAL 4 GPM. 3 1'-3"PIPE LENGTH AT 24%SLOPE MO-I MD•) DT•1 � L 1 1-1/2• TO WATER FEATURE 19,36,37.TOTAL 24 GPM, 3 1 I��—M��MpB� S 5 SPLASH PAD ELEVATION 72'-0" DEBRIS TRAP RIM ELEVATION 72'-0" STORAGE TANK RIM ELEVATION 72'-O" I 1.1/2" TO WATER FEATURES M1$�M{S 7,8,9,10,11,12,13. DRAIN RIM ELEVATION 71'.6" a7 TOTAL 7 GPM, 94'-7 1/4"PIPE LENGTH AT 1 4%SLOPE _ I E.7066' WATEJR OVEMOW LEVEL I E.69,QR' _o S 1• I-1/2" ' TO WATER FEATURES n r I I WFS rt 4,5,6,15.TOTAL 20.5 GPM 6""S 81 WF5 IF 69.33' -. O _ 6• . IT.6933' I E 6900' .... _ E 6900' I F.66 33' [2SPRAY PIPE DRAIN PIPING DIAGRAM enginuity � SPRAY PARK SYSTEM FLOW DIAGRAM SCALE: NONE [ SCALE: NONE systems LLC m ll�[Ovv,K� aH xvl xDxNSx rx Ixvl xvxNsa E ucoMn.wn xenon w,w..mylrulry,n<om C6 PLAN CHECK BY DATE °G.SfgQO APPROVED FOR CONSTRUCTION pa(Chife,Cts CITY OF ARLINGTON HALLER PARK SPLASH PAD REFERENCE b o° "T •114c Der r �� SHEET NO. l DEPARTMENT OF MOSHEE2 PUBLIC JAMESWORKS DIRECTOR PUBLIC WORKS SPRAY PARK PIPING DIAGRAMS DATE NO. REVISION BY 78 DESIGNED BY: DRAWN BY: AL, s:;1 Peorlo W gn"o4 o P02 427 BID SET 21 MARCH 2O18 OF a JB KBT loco^'a IN.A 90•?0-% DATE APPROVED: �.;;,.:-;,, PROJECT N0. SHEETS FAN SCHEDULE WATER FEATURE SCHEDULE SYMBOL MANUFACTURER MODEL CF.0 SP RPM MOUNTING ELECTRICAL STARTER NOTES SYMBOL MANUFACTURER FEATURENAME MODEL NUMBER QTY GPM 'AWU/L°R°P(IWI PIPE SIZE SPRAY NE/GHT(LV) FALPE FOOTING NOTES (IN) AMPS W VOLT PHASE VFD MFG EC NIA MIN MAX DESIGN TOTAL MIN MAX (IN) MIN MAX M TYPE_ EF-1 FANTECH PRIOAIR&EC 150 0.5 3001 INLINE 0.369 25J 120 1 - - X I" 1 WATER ODYSSEY SALMON HEAD AQUA SPROUT FFSH-WI9446 , 6 6 6 1.50 9 1 EF-2 FANTECH PRIOAIR6-EC 150 0.5 3001 INLINE 0.369 25A 120 i • X 2 WATER ODYSSEY SALMON BODY AQUA SPROUT FFSB-WI9446 1 6 6 6 • 1.50 . 10 . 1 EF-3 FANTECH PRIOAIRS-EC 300 0.5 2399 INLINE 0.574 40.6 120 J _ X I.JJ 3 WATER ODYSSEY SALMON TAIL AQUA SPOUT FFST-W19446 1 - 13 13 13 1.50 IB { NOTES: 4 WATER ODYSSEY OTTER HEAD AQUA SPROUT FFOH-WI9446 , 6 6 6 - - 1.50 1 - 1 I,PROVIDE WITH BACKDRAFT DAMPER FOR FAN DISCHARGE. 5 WATER ODYSSEY OTTER BODY ON BACK AQUA SPROUT FFOBB-WI9446 1 6 6 6 1.50 { 1 2.PROVIDE WITH WALL SWITCH FOR FAN SPEED CONTROL. 6 WATER ODYSSEY OTTER BODY FLOATING AQUA SPROUT FFOBF-WI9446 1 - 6 6 6 150 3 PROVIDED WITH EC MOTOR 7 WATER ODYSSEY AQUA ARCH W006C 1 I 1 1 1.50 48.00 2 ) 8 WATER ODYSSEY AQUA ARCH W006C 1 1 1 1 1.50 4800 2 1 9 WATER ODYSSEY AQUA ARCH W006C 1 1 1 1 - - 1.50 _ 48.00 2 { WEATHERPROOF LOUVER SCHEDULE 1O WATER ODYSSEY AQUA ARCH W006C 1 , , 1 1.50 48-00 2 1 11 WATER ODYSSEY AQUA ARCH WO06C 1 1 1 1 - 1.50 48.00 2 { SYMBOL MANUFACTURER MODEL SERVICE CF.N SIZE(IN) DEPTH FREE AREA WAY PU AJAX VELOCITY NOTES 12 WATER ODYSSEY AQUA ARCH W006C 1 1 1 1 1.50 4500 2 1 f8.001111 (/M9 % Sp FT (III) (FPM) 13 WATER ODYSSEY AQUA ARCH W006C ( I I ( 1.50 48.00 2 L-1 GREENHECK EDI-401 CHEMICAL STORAGE 150 4.00 30.00 0.30 0.08 500 1.1.1 14 WATER ODYSSEY MUSHROOMMAZE W010 1 - 35 35 35 - 1.50 72.00 8 • 1 L-2 GREENHECK EDJ401 CHEMICAL STORAGE 150 4.00 30,00 0.30 0.08 500 I.T.I 15 WATER ODYSSEY BABY LONG LEGS W036C 1 2.5 2.5 2.5 _ 1.50 • • 1 1 L-3 GREENHECK EDl-001 MECHANICAL ROOM 300 4,00 33.00 0,50 006 600 1.7.1 16 WATER ODYSSEY BABY LONG LEGS W036C I 2,5 2,5 2.5 . 1.50 11 NOTES: 17 WATER ODYSSEY WATER SPROUT W057 1 - 4 4 4 1,50 7200 8 I_THE BEGINNING POINT OF WATER PENETRATION IS 963 FPM FREE AREA VELOCITY, IR WATER ODYSSEY WATER SPROUT W057 1 4 4 4 1.10 71.01 1 1 2 PROVIDE PAINTED FINISH.COLOR SHALL BE SELECTED BY ARCHITECT, 19 WATER ODYSSEY WATER FLOWER W071 ( 10 10 10 - - 1.50 24.00 4 1 3 PROVIDE LOUVER WITH BIRDSCREEN OPTION. 20 WATER ODYSSEY WATER FLOWER W071 1 - 10 10 10 1.10 24,00 6 1 21 WATER ODYSSEY SPLASH-O-LATOR W085 1 - 7 1 7 7 1.50 . 14 1 22 WATER ODYSSEY SPLASH-O-LATOR W085 1 - 7 7 7 1.50 20 1 23 WATER ODYSSEY PONYTAIL W124 ( 11 11 11 - 1.50 96.00 14 1 24 WATER ODYSSEY PONYTAIL WIN 1 - 11 11 11 1.50 96p0 17 AIR OUTLETS F.INLETS SCHEDULE 1 25 WATER ODYSSEY POPP DROP W280 1 3 3 3 1.50 12 1 SYMBOL MANUFACTURER MODEL MOUNTING TYPE STYLE NOTLS 2fi WATER ODYSSEY POPP DROP W280 I 3 3 3 - - 1.10 12 i 27 WATER ODYSSEY POPP DROP W280 1 3 3 3 1.50 12 1 EG-1 TITSU SOF DUCT ALUMINUM EGGCRATE 1 28 WATER ODYSSEY CATTAILS-FATCAT W322(A) 1 9 9 9 1.50 _ 5 _ NOTES: 29 WATER ODYSSEY CATTAILS-FAT CAT W322(A) 1 9 9 9 1.50 15 1 I.PROVIDE AIR BALANCING DEVICE AT EACH AIR OUTLET&INLET. 30 WATER ODYSSEY SWITCHEROD AQUA ARCH W400-006 1 5 5 5 - - 1.50 KOO 13 1 31 WATER ODYSSEY SWITCHEROO AQUA ARCH W400-006 I 5 5 5 1,51 - 84,00 19 { 32 WATER ODYSSEY SWITCHEROO AQUA ARCH W400-006 1 - 5 5 5 _ LSO - 84-W 20 - 1 33 WATER ODYSSEY SWITCHEROO WATER SPROUT W400-057 1 4 4 4 1.50 - 72.DO 4 1 34 WATER ODYSSEY SWITCHEROO WATER FLOWER W400-071-WI9446 1 10 10 ,0 - - 1.50 24.00 14 1 35 WATERODYSSEY SWITCHEROO TWO DADDY LONG LEGS FFST-W19446 1 - 7 7 7 1.50 84.00 16 36 WATERODYSSEY SWITCHEROO TWO DADDY LONG LEGS FFST-WI9446 1 - 7 7 7 L50 84,OD 3 1 37 WATER ODYSSEY SWITCHEROO TWO DADDY LONG LEGS FFST-W19446 1 7 7 7 - 1.50 84,OD 3 1 TOTAL FLOW 231 80% SEQUENCED FLOW SEQUENCED FLOW 1840 m NOTES: E Z I.WATER FEATURE FURNISHED BY OWNER FOR INSTALLATION BY CONTRACTOR, 5 D G F r 3 0 o, F ��a enginuity system s v wIE2 Ee�E rx I�vl zcsmsr ra lzsTl zozm� 4COVw.MA Wf} wxw.englnWMYs com E PLAN CHECK BY DATE HALLER PARK SPLASH PAD REFERENCE p G,BER° APPROVED FOR CONSTRUCTION ort+b architect CITY OF ARLINGTON v SHEET N0. M0.4 DEPARTMENT OF I JAMES X KELLEY, P.E. SHEET DATE NO. REVISION BY @�,`°�$ -18 PUBLIC WORKS DIRECTOR PUBLIC WORKS MECHANICAL SCHEDULES DESIGNED BY: DRAWN BY: (, SUF<^.cfloAve,s„ne-050 of JB I KBT Tn c-m WA 9B 02 PROJECT N0. P02.427 BID SET 21 MARCH 2O18 SHEETS DATE APPROVED: "t.V PLAN NOTES O6-COMBINED DRAIN SHALL BE CONNECTED TO EACH DRAIN BY EQUAL LENGTH 6"BRANCH PIPE. A a a \ a a a d a _ ° a ° 1 I a a ° 1 ( d d I 1•I a t 1•I?'wFs I \ I ! d d I I a d I I 6'WFR 6'WFR w WFR I / F-f2'WFS 1.1ir WF81 RD4 2 6 NFRO M9.1 \ I I 6' I 3 I.1/r WFS 1•I12'WfS�..r 1•Im wFS 1•I.r Fs � �1' M4.1 Or WFS I I 1•11r WFS _ - �.i:r WPS to � 1 a I.Ifr WFS� 1pp } I I.1lr WFS l-Ur WK �.t 2'Wt� i + ii Ia a ------ - - 1— r- t 1 I pI'W -I/Y wFS b1�' I• � I c,� ° t ° 1.I/." 1 i a I a I ` - 1 U" --- —%- j � ° a O a ° a a — Q 0 3 o g ° ° A a o a d a � d d F C� SITE PLAN PIPING enginuity N SCALE' 1/8"=81 systems,,. > a� E 4' B' 16' axes vz 11 m= in�[oi+.v.w�veWe w+.w en�u�Mv:eom E PLAN CHECK BY DATE o-rb a r c t e c t s REFERENCE n �wpG.lEgQO APPROVED FOR CONSTRUCTION h i CITY OF ARLINGTON HALLER PARK SPLASH PAD SHEET NO. m o0 Oc\\\ne/nyC G'P! DEPARTMENT OF M1.1 JBLIC X KES DI P.E. PUBLIC WORKS SITE PLAN PIPING s"�' =y/ !_ \�_, `78 PUBLIC WORKS DIRECTOR DATE N0. REVISION BY RRpYtY a DESIGNED BY:JB DRAWN BY: KBT roNAL �`° °oA S.I.- P02.427 BID SET 21 MARCH 2O18 of T'�'12�/'A M'C" PROJECT NO. DATE APPROVED: -a-�3 SHEETS RECESSED BRASS PLUG 318"THREADED ROD. /-ATTACH TO STRUCTURE FINISHED GRADE (2)]le'NUTS WITH WASHER ANT/LOCK-WASHER, 6•MAX 16 GA z I"WIDE 1"CW TO EMERGENCY 18 GA METAL STRAP P WIDE HANGER STRAP. l2•X 12"X 4"CONCRETE SLAB EYEWASH,WALL HYDRANT, ATTACH TO WATER AND TRAP PRIMERS EXHAUST DUCT,SEE STRUCTURE, HAMMER PLANSFORSIZE COMPACT THOROUGHLY ARRESTOR TO A VOID SETTLING I• BFP-1 2"C W TO SPRAY PARK EXHAUST DUCT SEE SYSTEMS IN PLANS FOR DUCT SIZE-• SECURE EACH STRAP T RFP MECHANICAL ROOM TO DUCT WITH(2)#10 SELF TAPPING SHEET HFP-T P-1 METAL SCREWS, WASTE PIPE 2` BFP NOTES: I.PROVIDE AND CONSTRUCT DUCT HANGERS AND SUPPORTS PER SMACNA 2006 HVAC r r DUCT CONSTRUCTION STANDARDS FIGURE 5-5. 2.LENGTH OF SUPPORTS,STRAP SIZES,AND SIZES OF STEEL ANGLES AS REQUIRED FOR /'r CW TO WATER DUCTWORK CONFIGURATION. 1 / STORAGE TANK T-1 3.MAXIMUM W SPACING BETWEEN SUPPORTS, 4.DUCTS SHALL HE SUPPORTED INDEPENDENTLY AT EQUIPMENT AND ON BOTH SIDES OF `2"DOMESTIC'C W FROM SITE 2•PIPE FIELD ROUTE AN EXPANSION OR FLEXIBLE JOINT, TO FLOOR DRAIN 5,HANGER SUPPORTS SHALL BE SECURELY FASTENED TO THE BUILDING OR STRUCTURE. [, TYPICAL DUCT MOUNTING DETAIL C6 TYPICAL SURFACE CLEANOUT C5 WATER HEADER SCALE: NONE SCALE: NONE SCALE: NONE INSTALL STRAINER, I.INISH IR NCH GRADE TO PIPEFIANGER REMOVE&STORE CUT 1-I/2 ON TO STRAINER HEAD,& MATCH SURROUNDING LANDSCAPING, THREADED ROD; 3"WASTE PIPE STRAINER,STRAINER INSULATION TO FIT; STRAINER HEAD GALVANIZED METAL SHIELD ATTACH TO STRUCTURE HEAD,&FLASHING ATTACH WITH DUCT FLASHING COLLAR(SET PAVING,OR CONCRETE, BETWEEN HANGER AND INSULATION 45-60-SLASH CUT COLLAR TAPE TO FINAL ELEVATION) S'IRAINE UP TO CENTERLINE OF PIPE R1G1D INSULATION I X PIPE DIAMETER(MITI) FJNISIIEU GROUT PIPE INSULATION PIPE INSULATION VAPOR NEW TRENCH — 1- -- 8"DIAMETER STANDPIPE BARRIER — BACKFILL / PIPE TYP) SUPPORT FROM WALL I I I _ DUCT TAPE FLASHING COLLAR 6"LIFTS MAXHAHM 36" DD.ODR TRACER WIRE I J'6`MM�f BODY DRA RAIN FLOOR -- 10' DRAIN 1�i MECHANICAL CONCRETE FLOOR BODY ti CONCRETE FI.00II PIPE PIPE HANGER TFIREADED ROD; ROOM FLOOR PEE PROVE 4"(UP TO 2"PIPE) I _ `SAND PIPE REDDINO.HAND TAMP SH ELLDITO PROTECT PLASTIC AT TO STRUCTURE 6"(2-1/2"TO 4"PIPE) J�— IN ZONE FROM PIPE INVERT U► PIPING(PIPE SHIELDS SHALL 3"VENT PIPE DI:RIVO COHCBETE POt>R fBIRl PI) AFTER CONCRETE CLAR NSISTEF an 12"(4-1/2"AND LARGER PIPE) TO6"ABOVE TOP OF PIPE,NO SURROUND ENTIRE PIPE MECHANICAL COMPACTION EXISTING SOIL ALLOWED IN THIS ZONE CIRCUMFERENCE) PEE NOTE: WIDTH AS REQUIRED (30"MAXIMUM) COMPLETE INSTALLATION OF FLOOR DRAIN AND SETTING OF FINAL ELEVATION SHALL NOT BE 6"WASTEJ ALLOWED DURING INITIAL CONCRETE POUR &' 45 4 STANDPIPE DRAIN INSTALLATION C3 TYPICAL FLOOR DRAIN INSTALLATION [2TYPICAL PIPE BURIAL PIPING SUPPORT DETAIL SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE 'o 3 0 rn N enginuity tyi systems,L I P"Ia13I III= E PLAN CHECK BY DATE Drub arch i l e c t s REFERENCE hBEgRO`d� APPROVED FOR CONSTRUC110N 20% ' CITY OF ARLINGTONHALLER PARK SPLASH PAD SHEEr No. DEPARTMENT OF M3.0 DAMES%RKSKELLEY. P.E. PUBLIC WORKS SHEET 78PUBLIC WORKS DIRECTOR DETAILS DATE NO. REVISION BY s:0 F'ni'A, Soo-46D of DESIGNED BY:�B DRAWN BY: KBT ALA "—WA 9050 P02.427 BID SET 21 MARCH 2O18 a DATE APPROVED: PROJECT NO. SHEETS LIGHTING FIXTURE SCHEDULE ELECTRICAL SYMBOLS LEGEND CONDUIT CONCEALED. HASH MARKS INDICATE NUMBER OF#12 CONDUCTORS IN TYPE MANUFACTURER LAMPS WATTS CODE SIZE CONDUIT. NO HASH MARKS INDICATES 2412 CONDUCTORS PLUS GROUND IN 3l4"CONDUIT,LONG HASH MARKS INDICATES NEUTRAL CONDUCTOR. INDICATES L1 BEGHELLI LED 45 GROUND CONDUCTOR. BS50LED-4-HT-50W-W T35- 120-277V A-1,3 ADJACENT TO ARROW INDICATES HOMERUN OF CONDUCTORS IN CONDUIT FOR CIRCUITS 1 AND 3 TO PANEL"A".ALL SPARE/FUTURE STUBBED CONDUITS SHALL BE Au PROVIDED WITH A PULLSTRING AND TRACER WIRE. DUPLEX RECEPTACLE 20A,125 VOLT WALL MOUNTED AT 18 INCHES AFF. G=GROUND FAULT INTERRUPTING,T=TAMPERPROOF. POWER PANEL Y s�^t O _ Q JUNCTION BOX. l !�2 - ❑H HANDHOLE.WSDOT J11A FOG TITE STANDARD HANDHOLE WITH LOCABLE LID. LED POLE MOUNT LIGHT FIXTURE,SEE SHEET E1.1 FOR FIXTURE,POLE DETAILS,AND - FIXTURE CATALOG INFORMATION. LED LIGHT FIXTURE,SURFACE MOUNTED ON CEILING. _ Al LIGHT FIXTURE TYPE.Al=SPECIFIC LIGHTING FIXTURE REFERENCED ON LIGHTING FIXTURE SCHEDULE. (E)UTILITY _ ST DIGITAL 0-12 HOUR TIMER SWITCH.WATTSTOPPER TS-400 OR EQUAL (E)UTILITY POLE WITH LIGHT 1 PGHTWITH A B --- GROUND PER NEC. w (E)"- E1.1 E1.1 TRANSIENT VOLTAGE SURGE SUPRESSION.SEE SPECIFICATIONS FOR REQUIREMENTS. TYPICAL WP WEATHERPROOF (E)OHP EXISTING OVERHEAD PRIMARY POWER LINES rn ✓ T. — - �:-___! UGP UNDERGROUND PRIMARY POWER LINES 0 (E)OHS EXISTING OVERHEAD SECONDARY POWER LINES tf ` `` `- -s, ' , ' `• �r (E)UGS EXISTING UNDERGROUND SECONDARY POWER LINES L' � PUMP HOUSE,SEE SHEET UGS UNDERGROUND SECONDARY POWER LINES �- - -^ _ E1.2 FOR PARTIAL PLAN { ■ NEW PANEL P1 (E) EXISTING Co1 NEW CT CAN/ [ I t. ) .- -� METER GENERAL NOTES: PM WffH LIGFIT' _•/� - _ _ 1. ELECTRICAL REQUIREMENTS ARE NOT LIMITED TO ELECTRICAL DRAWINGS AND SPECIFICATIONS.THERE IS ADDITIONAL i H ELECTRICAL WORK REQUIRED TO BE INCLUDED IN THE BID,INDICATED ON ARCHITECTURAL,LANDSCAPE,CIVIL AND _ ' 10 MECHANICAL DRAWINGS.ADDITIONAL ELECTRICAL WORK REQUIRED IN THE BID IS ALSO LOCATED IN THE SPECIFICATIONS. CONTRACTOR SHALL REVIEW ALL ARCHITECTURAL,CIVIL,LANDSCAPE AND MECHANICAL SPECIFICATIONS FOR ADDITIONAL Pt 6 LIGHTS(VIA LV1-1) p ELECTRICAL INFORMATION AND INCLUDE COSTS FOR THIS WORK IN THE BID. ---_ — 01-16 RECEPTS(VIA LV1-3) Q 2. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES.THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE . '_' I LINE AT 1-(800)-424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION.THE CONTRACTOR WILL ALSO BE RESPONSIBLE FOR MAINTAINING ALL LOCATE MARKS ONCE THE UTILITIES HAVE BEEN LOCATED. •� - - - Imo_ , . �• 3. ALL WALL PENETRATIONS SHALL BE NEATLY CORE-DRILLED,CAULKED AND SEALED TO MAINTAIN FIRE,AND WATERPROOF RATING. PATCH,REPAIR,AND PAINT TO MATCH EXISTING. 4. CONTRACTOR SHALL PROVIDE TRENCHED 1"C-FIRE ALARM CONDUCTORS AND CONNECT THE POST INDICATOR VALVE TO THE E (E)RESTROOM r f FIRE ALARM SYSTEM FOR MONITORING. SEE CIVIL AND MECHANICAL DRAWINGS FOR LOCATIONS. z BUILDING I 'r,C•` (1)21i2•C-PANEL R o oll (1)VC•FUTURE 5. PROVIDE GROUND CONNECTIONS TO ALL SPLASH PAD EQUIPMENT AND ACCESSORIES PER NEC 680.PROVIDE AND FIELD " jc;• •-.i - PARKING LIGHTS INSTALL GROUND LUGS ON ALL METAL PARTS,SPLASH PAD EQUIPMENT,AND ACCESSORIES.UTILIZE A BARE#8 CU CONDUCTOR FOR ALL GROUNDING AND BONDING CONNECTIONS. Q 1 EXISTING PUD EXISTING/RELOCATED w C ' UTILITY POLE ELECTRICAL NOTES: w PANEL R v 2 EPICAL (E)UTILITY 5NEW PAD•MOUNTED � EXISTING POLE,OVERHEAD SECONDARY LINES AND LIGHT FIXTURE TO BE REMOVED BY OTHERS. POLE WITH UTILITY TRANSFORMER(E)UTILITY - i EN1GS I H LIGHT CONTRACTOR SHALL INTERCEPT EXISTING CONDUIT SERVING RESTROOM BUILDING,SET HANDHOLE,EXTEND CONDUIT AS POLE GS SHOWN TO PUMP HOUSE SERVICE PANEL P1.PROVIDE NEW CONDUCTORS ENTIRE LENGTH AS SHOWN ON POWER RISER (E)UTILITY POLE W/ DIAGRAM,SHEET E1.1. TRANSFORMER (E)UTILITY 2)(EpIIP POLE #1 P1-8 LIGHTS(VIA LV1- GP j - - STUB AND CAP f�OHP- P1-16 RECEPTS(VIA 2) CONTRACTOR SHALL PROVIDE 4"C.O.STUBBED TO HANDHOLE 5'OUTSIDE BUILDING FOOTPRINT WITH PULL STRINGS FOR E)OHP (E)OHP FUTURE IRRIGATION CONNECTIONS.PROVIDE TRACER WIRE IN CONDUIT. j PARIONO LIGHTS CONTRACTOR SHALL PROVIDE 2"C.O.WITH PULL STRINGS BACK TO PANEL z ELECTRICAL SITE PLAN � ® 20' 10' 0' 20' 40' P1 FOR FUTURE SITE LIGHTING.PROVIDE TRACER WIRE IN CONDUIT. t CROSS ENGINEERS,INC 20'-0„ ® B23MLK11Wey Phn"e:1111)MMIlB "mm" SCALE•1"=20'-O" T ,WA� J N...'..111. PLAN CHECK BY JDATE1 dnb architects REFERENCE m APPROVED FOR CONSTRUCTION " CITY OF ARLINGTON HALLER PARK SPLASH PAD SHEET NO. Q s DEPARTMENT OF E1.0 . Q JAMES X KELLEY, P.E. IWOSHEET 1. omsao/� PUBLIC WORKS DIRECTOR PUBLIC WORKS ELECTRICAL SITE PLAN DATE NO. REVISION BY s1lpnT�4y'c s DESIGNED BY: DRAWN BY: s/SAL 3""'8 „"n-W S�Ji., P02427 BID SET 21 MARCH 2018 c a to sF.e; PROJECT NO. DATE APPROVED: - -- CHFFTC GENERAL NOTES: 1. ELECTRICAL REQUIREMENTS ARE NOT LIMITED TO ELECTRICAL DRAWINGS AND SPECIFICATIONS.THERE IS ADDITIONAL ELECTRICAL WORK REQUIRED TO BE INCLUDED IN THE BID,INDICATED ON ARCHITECTURAL,LANDSCAPE,CIVIL AND MECHANICAL DRAWINGS.ADDITIONAL ELECTRICAL WORK REQUIRED IN THE BID IS ALSO LOCATED IN THE SPECIFICATIONS. CONTRACTOR SHALL REVIEW ALL ARCHITECTURAL,CIVIL,LANDSCAPE AND MECHANICAL SPECIFICATIONS FOR ADDITIONAL ELECTRICAL INFORMATION AND INCLUDE COSTS FOR THIS WORK IN THE BID. - 2. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES.THE - HEAT TRACE yyt{ CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE 1 _ T LINE AT 1-(80%424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR WILL ALSO BE RESPONSIBLE FOR MAINTAINING ALL LOCATE MARKS ONCE THE UTILITIES HAVE BEEN LOCATED. EF T P1-1 yyp 4 - 3 ALL WALL PENETRATIONS SHALL BE NEATLY CORE-DRILLED,CAULKED AND SEALED TO MAINTAIN FIRE,AND WATERPROOF z L1 LI L1 . L1 G RATING. PATCH,REPAIR,AND PAINT TO MATCH EXISTING. Wpu J 4. CONTRACTOR SHALL PROVIDE TRENCHED 1"C-FIRE ALARM CONDUCTORS AND CONNECT THE POST INDICATOR VALVE TO THE EF FIRE ALARM SYSTEM FOR MONITORING. SEE CIVIL AND MECHANICAL DRAWINGS FOR LOCATIONS. P1-10 9 5. PROVIDE GROUND CONNECTIONS TO ALL POOL EQUIPMENT AND ACCESSORIES PER NEC 680.PROVIDE AND FIELD INSTALL EFT-- — Lt L1 CLEAR SPACE GROUND LUGS ON ALL METAL PARTS,POOL EQUIPMENT,AND ACCESSORIES. T P1-16 CONDUIT ENTRY WPG AND EXIT POINT. MECHANICAL EQUIPMENT ELECTRICAL CONNECTION SCHEDULE 7 HP MIN. / 1.12 ITEM DESCRIPTION LOCATION VOLTS PHASE CIRCUIT DISC. FUSES MAGNETIC FEEDER CIRCUIT NOTES J/ NEW CT CAN/METER KIN AMPS SWITCH STARTER NUMBER ALL EQUIPMENT,FITTINGS,CONDUITS EF EXHAUST PUMP 120 1 53 3/4"C-2#12 CU P11-3 WITHIN THIS AREA SHALL BE RATED NEW PANEL P1 e � Q FOR A CORROSIVE ENVIRONMENT. NEW LIGHTING CONTROL PANEL LV1 1 FAN BUILDING FLA 8 1#12 CU GIRD EF EXHAUST PUMP 120 1 - -53 0 - 3/4"C-2#12 CU P11-3 O 2 FAN BUILDING - FLA - &1#12 CU GRID EF EXHAUST PUMP 120 1 1.09 3/4"C-2#12 CU P1J a FAN BUILDING - FLA &1#12 CU GRID Q N GRAPHIC SCALE WH WATER PUMP 240 1 2P60 40 1'C-3#6 CU P1-18 PARTIAL ELECTRICAL PLAN ® 4 0 4 8 HEATER BUILDING 8.32 - &1#10CUGRD 1/4"=V-0" SCALE 1/4'-1'-0 scale feet MECHANICAL EQUIPMENT CONNECTION SCHEDULES NOTES: Q PROVIDE 20A MOTOR RATED TOGGLE SWITCH (D CONTRACTOR SHALL INSTALL CONTROL SWITCH,PROVIDED WITH FAN AT DOOR ADJACENT TO LIGHT SWITCH. LOW VOLTAGE LIGHTING CONTROL PANEL-LV1 (12 RELAY PANEL) E CIRCUIT RELAY LOCAL SWITCH AREA CONTROL z P1-6 LV1-1 NA SITE LIGHTING PC1,TC1 P1-8 LV1-2 NA STREET LTS PC1,TC2 P1-14 LV1-3 NA POLE RECEPTS TC1 PROVIDE(2)SPARE 20A,1P RELAYS N W LEGEND: PC1=PHOTOSENSOR CONTROL TC1=TIMECLOCK CONTROL PARK LIGHTING AND RECEPTACLES o TC2=TIMECLOCK CONTROL STREET LIGHTS Z ® CROSS ENGINEERS,INC gm ®� B23 MLN Wey Phane:(P53)]SBa119 Tamma,WAA 9BC05 Job Number.1]-106 Inlo�aoeseiglnxrs mm o r-!>t architects REFERENCE PLAN CHECK BY DATE APPROVED FOR CONSTRUCTIONCITY OF ARLINGTON HALLER PARK SPLASH PAD SHEET NO. 6�E N L yGB _ ' (r__ DEPARTMENT OF E1.2 JAMES X KELLEY, P.E. f?�' ;� ' �T PUBLIC WORKS DIRECTOR t� ^1 PUBLIC WORKS PARTIAL ELECTRICAL PLAN DATE N0. REVISION BY ffS�OMAL OF s50P1cPICAveSUIte4.- &SCHEDULE n DESIGNED BY: DRAWN BY: ailvle DATE APPROVED: stoma WA servo` PROJECT NO, P02.427 BID SET 21 MARCH 2O18 SHEETS A/ [, Also see the NLEA (notice to7jurisdiction ment NLEA Rigging, Lifting, storage and transportation S C H VY E I T Z E RN LEA agency) form attached to thr -. items may require review, ar requirements of modular buildings are not 1 inspection by local authorityiction reviewed or approved by L&I FAS. ,/ PANEL MARK NU, KEY PLAN TYPICAL ALL SITE INSTALLEn \ NOTES BACI( INDEX OF DRAWINGS 1, BUILDING IS DESIGNED TO COMPLY WITH THE 2015 14TERNATIONAL BUILDIIG CODE(IBC). W3 LE 2. DESIGN CDIIPLIES WTI', THE PROVISIONS Of THE 2015 IBC WITH WASHINGTON �` v AMENOMENIS FOR TH; FOLLOWING LOADS: GROUNI) SNOW UTAD - 250 PSF W6 1222-01 COVER SHEET FLOOR LOAD - 00 PSF 1222-02 BUILDING ELEVATIONS IBC DESIGN SPECTRAL RESPONSE SS+, 1.669, SI - 0.748 1222-03 FLOOR PLAN �eav�l SITE CLASS: D 1212-04 FLOOR SLAB MARK F1 O\10eko J�a\,O\rJ� SEISMIC USE QROJP: II <8" e-o eG\\O ayr gel. SEI5MIC,DESIGN CATEGORY: D BEARIQ WALL SYSTEM: R - 4.0 = W5 I 1222-05 WALL PANEL MARK Wt ae5° A5 - INTERMEDIATE PRECASI SIOLANWALLS 1222-06 WALL PANEL MARK W2 �apd ah� WIND SPEED - ItO MPH (3-SECOND MIST) 4 ;`\`1 \ O \O \ WIND EXPOSURE li. Y- 1,0 I 1222-08 WALL PANEL MARK W4 \N le��' gyp°J1��a k°v0 d� 1222-09 WALL PANEL MARK W5 L Ada\`O1\re -�\d��9y\reflo a����ne 3, CONSTRUCTION TYPE: V-B I 1222-10 WALL PANEL MARK W6 F°g eQ\\°�\a1 0", '00 DccuPr,Nc} s � i EXTERIOR P'AU_S: rIF;RATED PER IBC TABLE 721.1(2), ITEM 4-1.1 Nob UTAIMITED UNPRIPFC41) OPENINGS IN ACCORDANCE WITH IBC 705.0.1 1222=11 RpOF SLAB MARK R1 \re Ada\ -�r�a EXCEPTION 2 AND TABLES 601 &602 i 1222-12 RHJOF SLAM MARK R2 MINIMUM FINE SEPARATION DISTANCE: 10 FEET I 9 3 1222-13 GRAVEL PAD DETAIL °dew`\ � 1A►A`y�C' 4. CONCRETE 67RENOTH I'd - 2500 PSI INITIAL re ■ 4000 PSI FINAL AIR ENIRAINMENT 4 Oj10 6%f 1 1/�%IN PLAiRC CONCRETE.REINFORCING STEEL: GRADE 60 Fy- 60 KSI i 1222-14 RIGGING DETAIL w a MINIMUM LPP 1S- AT SPLICES, ME BARS gITN DOUBIE ANNEALED 16 GA IRON MARE REINFORCING TO BE PLACED IN CENTER Or PANEL UNO, 1222-15 MATERIAL LIST (� REINFORCIN;STEEL SMALL BE ACCURATELY PLACED. ADEQUATELY SUPPORTED AND R2 We F1 W4 IRI SECURED AGAINST DIWLACEMENT BEFORE CONCRETE IS PLACED, AND MALL ALSO MEET EM-1 CPMPILED EMBEDS 'P d9076 p THE STANDARDS SET FORTH IN ACI 318 _ EM-2 COMPILED EMBEDS y� ?.:,; �O1S f84Q' WELDED WIVE FABRIC (W,W.F,): 4x4xW$xWS, FyB5 KSI (OR EQUIVAL). COMPLY WITH AS1M A82, SMOOTH WIRE, MIN, LAP 2 SQUARES. I �cfCt �FJi S�nNAL4�G S. EMBEDDED ITEMS IDENTIFIED ON DRAVANGS(i.e. PS-;. R301) REFER TO CXT STANDARD ti3f'Took DMIIIIII ES A ri123,2010 EMBEDMENT CATALOG, ;p1iR2'M1 B. BACK OF PANELS TO HAVE SMOOTH 1ROWIEL FINISH U,N,O. All SURFACE?70 BE October 30 2018 TEXTURED ARE NOTE4 ON PANEL DWG'S ' 7. REFER TO SEPARATE CXT INCORPORATED 5IPECIFICATiONS COVERING DESIGN. MATERIALS, I PRODUCTION, AND INt,TALLARON CRITERIA FOR SPEgFIC STYLE OF BUILD'MG. I ' ncxro�S S. ALL REBAR BENDS ARE TO HAVE A MINIMUM RADIUS OF 6x THE BAR DIAMETER. �1or% 9. INSTALLATION TO MEET APPLICABLE FEDERAL, STATE, AND LOCAL CODES BY OTHERS, Precast Products ePf'LICAEILF_CC)f?F 10. NON-HEATED STRUCTURE: NO ENERGY COPE BUILDING ENVELOPE REQUIRfMENT9 � M N.Suohon Bldg.17 5*"'WA N2IB W1 2615 INTERNAl10N4L BUILDING CODE WITH STATEYVIDE AMENpMENTS ----- - 11, ADEQUATE PLUMBING FACILITIES MUST BE PROVIDED IN ACCORDANCE IMT14 THE 201¢ IBC 5P ('I AJ QQNDI TIQtV�A R IMITATIONS 12' X 22' SCHWEITZER SECTION 2402.3.2 (NOT BY CXT) r &AIDING NUMBER SW-462 t---------------------------t-------------------------- AOCESSIBILTY TO'(HIS BUILD NG, INCLUDING PARKING 15 TO BE PROVIDED wowot BY OTHERS AND STRUCT D IN ACCORDANCE M1H THE LOCAL BUILDING IM w+o,,.e,. SW4"►"re I,PW*W,.W FRONT CODES. Mo,�,,,,��"��►°0� M WON to A A+M N,�1dw"rrYo�i ,rrdwAwy r d M.w Ir• pM�► °Mire a WASHINGTON WALL TEXTURE BOARD 6 BF�TT / HORIZONTAL LAP STATE F LBOR WASHINGTON cork mrtrxu•-u.+v+ WALL TEXTUCOLOR BOAtbD DEPARTMENT OF LABOR AND INDUSTRIES mauve r"mom-"P"a r r w.� FIELD SERVICES AND PUBLIC SAFETY �.orn M•yr N u rt ROOF CCILORRD DELTA RIB METAL nLsed location of the modular FACTORYASsr-MBI ED STRUCTURESSCAIJ roarer01'VOW ��. buie jurisdiction of the local PLANAPPROVALa 15F�S Igoo 'J ?Imam,w�m•w+1 TRIM PAIN1. BROWN SUBJECT TO FIELD INSPECTION OVERSIONf COVER SHEET us r Rom„.. buiial. Site, grade and plot OR YIOIATION OF RCW IS Y INc UDEb„„ INao.p.:•��NY w•.a•v M,u- �w dras are not reviewed b LN I. BY: er*i .1�r }/ �^'•5,�—DATE: l-- ExW12ATIOND111TLr: al fl h 1222-01 1 16 J .t' 'i 22'-2" 4'-0' ---- -- --- - 17'-0' - - S- -- --- 24'-0" _ - 3'-d" - g_a• B" ROOF BLOCKOUT 12"02" I1'-6' x I DIA 5'-S" & WB F1 , 10 OIA 10" DIA w 5'-8" rig — — - L- — --- IL I..IG-----------__�- -::—_:::::,:--:::: ::::-:: ---..- - �-o FLOOR PLAN - -. _ROOF" PI AN_ ��Ols�1'�ReG 1� NAL OAF 8 A ril 23,20I9� etober 30,2018 5" 5' I PS-19 Ps-2 PS-2 NeXT 1/4 TYP Precast Products - -- =9 K SMM Bbp.P 4*nq,WA 90210 PS-2 r�s-� 12' x 22' SCHWEITZER NUIIDW W AM SW-IU Y>P -- Ty>p 1/4 � e��°i� r+lTYP / _ TM w --- -- --- - - -�- tYP a/1 5 �- PLAIT OAR 112'i w 5Hp R303 J g305 PS-16y 4" WALL TO WALL CONNECTION WALL TO FLOOR CONNECTION WALL. TO ROOF I^ONNECTION RIDGE CONNECTION �� PLOOR PLAN V, �y 1222-03 DAKO o WArtmNs_ I1Crl uri FL-60 _ 2 PS-2 14 R3d7 y 2 NO 6 R4030 2 R30 5 — R320 4 4�-9° r� �.,. �'� 12 N 19 SLUG 10. 1 Cli j�l 4' + TEXTURE _� 1 9 �� 761/8'N 62ij14 �C>asbU Z _1 1 9k OD !316 A }, A _ _ R3 � 12' x 18'> — -- a � _ R4x130 CU.IT.CONC. So. r i.W.W.I. a 19.1 .71 55 v� r- owe 4 AP"OAMATT KJ%4T 2,865 Zn 4'-O'<Ps e> ONE LAYER MESH in 4x4xW8>iW8 r F l PU 4 Ix D' I "' Precast Products w � (� x CCJJ - 12' x 22SCNHW(IT2ER a' BUUN G NUWO sw-e52 N"MMMdn r *WWI V.vw W40 0001 d Ca<IW. 4 ar x EJ(WRC>3 III 23,2019 "�. «�"," `.r m. ,, October 30,2018 NtlTEer IN 4LP kb L `%WALL THICKNESS - 4' + TEXTURIr AM R. ONE LAYER 4x4xW8xWB MESH. 3, R3x92 Td BE PLACED IN PAIRS ONE MARK W1 EACH rACE W/ 3/4' CLEAR COVER — - *"r- 4, ALL OTHER EARS TO HE CENTERruD IN PANEL 1222-05 s il�WAWA" lim OW FL-646 2 PS-2 16 R3x6l 2 R4x92 6 R4x130 2 _R316 I tb tiitb• — S�� R5x26 4 d" I- 1/16. R320 2 f 2' x 12'BLOdiWT 2 4' TEXTURE 1 '\_ R411 2 PS-19 3 I ro x --- - - — -- R4xl3o 7'-0'<PS-2><PS-19> P� A w 4' 1('1 a cu.FT.co so Fr VAW,F. QQti'! 34,7(1,29) 98 P7 ,41 APP*OWA?t WMIT 5,205 -+ONE LAYER MESH I.l 4'-0'CPS-2><PS-19> Tn 4x4XW8xW0 a' r O � N u OL cu 4 (Y I v J 1'-0'<P5-2><pS-19> R4x130 I _ ��f,,L1AM Ri 0. Precast Products I I- Qp, �y y jU ry N.&I N O x 0. dB0SwumBldo /!SppkpM WA A921B h v 4 12' x 22' SCHWEITZER o cu BUILDING NUM10 9W_B64rm - N D $0fib '0 /�1� In' had'd^�rro') pT aWyjr bey o'�/M of a �1Ni noyM11 1.WNAL PIP�w hWMK �Y MrlVllw (-gl.rwl w El( >! ,pr1123,2019 _ QxTe.+�xnr October 30, 2018 - 1, ?ALL THICKNESS = 4' + TCXTU% • 2. ONE LAYER 4x4xW8xW8 MESH. WALL PANEL 3. R302 TO BE PLACED 1N PAIRS ONE MARK W3 ZZACH EACC W/ 3/4, CLEAR COVER. FsJVVT A REV. 1222-07 4, ALL OTHER GARS TO BE CENTERtv`"A IN PANEL. 16 BRUM MAMMA "m On F1-648 2 PS-2 16 R3x67 2 R442 6 R4x130 1 R316 _ 1 IO 1�• 4" + TEXTURE BIAq(OUT—4 r— 0!A 4 2 316 1111 R4x130 7'-0•<PS,2><PS-19 FORM FACE> a n.coNc w n.raw►. � 3291.22 98 Arvaaw"R 000 F 4,9*' 4'-0•<PS%-2><PSy19 FORM FACE> ! - i M v M ONE LAYER MESH 4x4xW8xWe in i 1 B+ ON 1'-0'<PS--2><PS-19 FORM FACE>01 R4x130 ��w o w Precast Pr y � � � � � . �� � o - ducts x a x v tSi ' i MW K SMil?m".try SpdroM,WA 99216 let 12' x 22' SCHWCIYZER NUS sW-ee4 ! 1. w"WA.:w""':f fkv a , NAL � .p,� .y�."" } hnWPM � i� «•r October 30,2018 1�0 M TEBi �I. WALL THICKNESS = 4' 2, ONE LAYER 4x4xWIR WS MESH, WALL PANEL 3. R3x92 TO BE PLACED IN PAIRS ONE MARK W5 EACH FACE W/ 3/4• CLEAR COVkR. x'o. ---^ 4. ALL OTHER BARS TO BE CENTERED IN PANEL, 1222-09 - { ��FL'- Lv TWO LAYERS MESH 5 4x4xWAxVS 4 C1) TOP LAYER 3/4' COVER(1) STM LAYER 1 1/4' COVER L-847 4 T-P 1/4' - -- I — R4x18 -- - 8 1'-1 1/8" -�" 4x210 -_ -_— — — -�_._ - --- _— = r - — R303 - 8 f f a4x 40 - --R4k240 - - IB °L R4x24O -- 6'-O'<PS-19>qL•-947> _ R41t01 �- _ 10 - - - i I YR411 4 ly — -... R4xR-0 --- l- R320 �� 8 —� 91-0"<PS-19> - - -- - R4x240 M1 �� (O R4t54 2 r.--a (Y 1 ----- �?'-'i - - — - - -- '- '1 4xE40-' - 81Q((0(fT 8 QIA I x -- 7S 3'-0+'<PS-19> --_ C a 2'-3'<RO. S' TIIA> - — - - -- - - - --- Y m m f -- x x b w (° u — — Ge of t Y ce ci- ty umR4x2401-8 114'<PS-19> -L-B47) ,x4! REa 4 0) ' p6l7,.6rt,(1ooM0 R4x54 G ap- Jrt4.5 x138 w.Ntr- . APPROM(AR WM41 -- --- - __ _ Dr R4x1:)R -- -- - 10,140 _.. - - - --- I I M O ^ � N v V v a. co CL �� ✓! �p N 1 a- I ^ (I LL6i N N of H ti w ^ IA1AA! .�La WA`y c�iY Prsosst Products F ] 4 4 O WS N.SU11W Bldg,R Spok"a,WA 00216 Z r x C 12' x 22'SCHWQITZER � dUIL01N0 NUIdtR S11-89 M Ss� mow 1-mnl w 1M 1�) Mla.r�li,.v�aelt M wO S M,o. IU00 d S"� Mwrr IM hRyeq hW11L 0" ttES_ Aprll 23,201E9771 (V j ,",�� •w Mh�KNan QT (N pmu w r\ •N(tr.r,fv� /,wawa October 30, 2018 11 1 W. des: -fe I. ROOF THICKNESS= 4 1/2"+ TExTUBE a'O - ` 2, TWO LAYERS 4x4xWBxW9 UESH,4 1/2' ROOF SLAB 3,EXOT R4x13B,R4xIB k R411,REINIORUNG UMS ARE TO PE PLACED IN PAIRS,ONE AT EACH FACE- - PROVIDE 3/4"COVER ATIVEAR FACE k 1 1/4'(AVER FORM FACE, MARK R1 4.R4410 TO BE PLACED WITH I" COVER NEAR FACE. 5 A4 OTHER BARS TO BE CENTERED IN PANEL. 1222-1 1 11 CONS BOX TYPE CAL PRIMARILY THROUGH BEARING IWAI.LS TI) THE STRUCTURAL SLAB FLOORDIOF HE BUILDING. THE VERTTICALALOADS�ARE THINDISTTRIBU 0 THROUGH THE REINFORCED CONCRETE FLOOR TO THE PREPARED GRANULAR, NON—FROST SUSCEFITBLE (NFS) SUB—BASE WHICH DISTRIBUTES THE VERTICAL LOADS IN RELATIVELY UNIFORM FASHIOII TO HE NATIVE SUB—GRAD:. AS WITH MOST CONSTRUCTION, HIS DOES RCOUIRE THE NATIVE SUB—GRADE TO BE STRIPPED OF VEGETATION AND ;pp SOIL PRIOR TO PLACEMENT OF THE PREPARED GRAN[LAR SUB—BASE. DUE TO THE INHERENT STIFFN:SS OF HE BUILDING, IT WILL REMAIN SAFE AND STRUCTURALLY SOUND IN HE UNLIKELY EVENT OF FREEZING ACTION BELOW He BUILDING PEGARDUE!;S OF NATURAL FREEZE/ THAW CYCLES ANTICIPATED TO c3E ENCOUNTERED IN THE STATE OF WASHINGTOIC I LFLOOR SLAB ATERAL LOADS ARE IRANSFTRREU TO THE GROUND THROUGH FRICDONAL RESISTANCE WITHOUT SLIDING OR SHIFTING.BETM-:N H£ BUILDING DETERMINED WNACCORDAND THE CE PATHPARED S HE INTERNATIONAL BUILDING CODE OIL AND GRAVEL SUB—BASE ON (USING PARAMETERCH THE BUILDING S.VIMII'MEEIT OR EXCEED THE CODE PREXD ONSCRIBED REQUIREMENTS FOR THIS INSTALLATION. THIS BUILDING AS DESIGNED, RESTING (NCI A PROPERLY PREPARED CRANULAR SUB—BASE WILL OL SAFE AND STRUCTURALLY 30UND FOR VERTICAL AND LATEFAL LOADS AS DISCUSSED AEIOVE. A FULL DEPTH FOUNDr1T10N WALL AT THE BUILDING PERIMETER AND AN ANCHORAOE SYSTEM, TYPICAL FOR 07HE11 TYPES OF BUILDING CONSTRUCTION, ARE NOT REQUIRED FOR THIS BUILOINC. THE FOUNDATION"FOR THIS STRUCTURE IS ESSENTIALLY HE COMBINATION OF THE COMPACTED SUB—BASE MATERIAL AND THE BUILDING'S I FEINFORCEJ SLAB, HE COMBINATION OF THE COMPACTED SUB—BASE MATERIAL AND HE BUILDING'S REINFORCED SLAB NEED TO BE AT LEAST 12" TTIICK AND THE COMPACTED SUB—BASE MATERIAL SMALL EXTEND BELOW HE LOCAL FROST DEPTH w,�T3 Q� Vl P LC �V 1AAf Ri 4INA4y C �nNAL RES1 Aril 23,2019 , Oc ober 30,2018 2' o (CAL• SUB BASE THICKNESS VARIES, ti" F1LL SO THAT FINISHED GRADE IQ:IOIIT MINIMUM EXTEND TI) FROST DEPTH (PERIMETER SIDEWALK OR EARTH ) now IS EQUAL TO FLOOR SLAB HEIGHT Precast products M N.SWNvan Bldg,f7 Svokctmt,WA 99116 12' X 22' SCHWEITZER-- BUILDING NUMM SW-S62 n. hro"eeuen ratMr bbd b FW%4.y uV dM of w bs�nr.�.t M 1+1 RIK,.I -M , .r d M Msr•MI4n 4t - NATIVE SUBGRADE I.r�ANSI"„M wwl w. """Y�'r (1500 PSF BEAMING CAPACITY MIN,) T PA•9OR TO PLACEMENT OF BUILDING A PNPERLY PREPARED SUB-BASE SHALL BE PROVIDED. SUB-BASE JHALL BE A MINIMUM OF 6' THICK AND CONSIST OF 3Y MINUS CRUSHED RUCK ((TOAD BASE anti .I MATERIAL) fOMPACTED TO 95%OF OPf1N,1H DENSITY IN ACCURDANCE dlfH ASTM D 1557. FINISHER - -SURFACE OF SUB-BASE SHALL 9E FLAT AND LEVEL, WITH A MAXIMUM DCVIATION OF -M', *0'FROI1 T A TRUE HORIZONTAL PLANE. REFER fO BUILDING HANDLING SHEIT FOR SUO--BASE REQUIREMENTS DURING GRAVEL PAD DETAIL BUILDING PLACEMENT, (PREPARP SUB--BASE NOT OY CXT). 71222' -.13 Ef�'- WALL PANEL W1 WALL PANEL W2 WALL PANEL W3 W?LL PANEL W4 —NE— -- ----�� WALL PANEL YY� WALL PANEL We EYIIIDOLO WIYItlM.f t"MEOOEp W1EItlAl1 DOE IIARMALS ICOtlE'p MATQ0AL4 We[DOEO WITEION-S ._ !0!0 MATa1G1E ITO OTY ITa711 OlY IRi OTY Ipy OTY ITgI ----2— Oh' _ IT01 MY_ 2 FL-848 4 FL-648 2 F1_-648 4 FL-646 2 f1-848 2 P5-2 14 PS-2 13 PS-2 --- 16 -PS-2 13 _ PS-2 16 PS-2 7 R347 2 PS-19 9 R307 — 2 'PS- 99 9 RJx67 - - 2 -R;WOB 4 R442 6 R41240 3 R442 —-- B ^R4x140 --- R092 6 R4x42 1 R4430 2 _ R3x92 18 R4030 --- 2 R3a92 _ 16 R6130 1 R4Y20 1 R315 1 R320 10 R3116 -- - I R320 10 _ R318 1 R32p 4 R3c26 5 R411 4 R3xi6 — 4 R411 - 4 _ PS-19 3 PS-9 1 RT20 4 _ -_ R3r21i0 2 R3�1 --- -_- 2 0210 2 R320 2 — 12'x 1 BLOCKOUT 1 4'INA BLOCKOUT 1 12'x It BLOCKOUT 2 B-65 HVRANT I R411 —' 2 761 x 82 14'BLOCKOUT 1 40 I B a 02 1- 4�81OCK T 1 R411 -- 2 491 x 82 1 4'BLOCKOUT 1 --BLOCKOUT 4'DIA 2 -'-— R411 2 PS-10 — 3 —-- CU.rT.CONC SQ Ff.W,W.F. CV.ri,OONC $0,FT,W.W.F. CU.FT.CONC 30 R. W f. CU.rT.COyC`. 90, FT,W.Wr, CU.FL COIIC. 30,PT;W.W.F. O1 FT,CONC, SO.Ff.W.W.F, 19,1 .71) 55 58.0(2.01) -- 154 _ 34,7 1.29 98 56.0 (2,07) 154 32.9 (1,22) _ 9 12.5 (,48) 31 w APPROnOMAYE WEHWT APpRulUwit vmoHT It IEIORf �FROWATE WEIGH APPROx �Te v�Q7wT —�/1ppR�xWA W[IONT p4 i - 2,865 _ 8,400 5205 8,400 --- 4,y35 x FLOQR SLAB P1 ROOF PANEL R1 ROOF jANEL R2 � ... EMBldkO wTEmA EMBEWED 1AAWBAlS ---—EAeeoorp MAeE14As .Q 3gOg6 A IT uTY IRM OTY ITEIj OTY �QIST8tLQ0 '� A5-3 8 PS-2 5 -- - PS-2 _ 5 `r'P/nNAL PS.-19 _ 31 FL-648 4 FL-648 4 R4)240 -^ 10 FL-847 4 FL-8A7 4 S April 23,2019 1R4t138 _ 6 R4x18 B R4x$ 6 October 30,2019 36 T 6 R303 6 R30) 6 —R122 _ 15 OPP 18 PS-19 18 ME R 20 6 R 18 R4x210 10 v" BLOCKOUT 18'x A'-6" 2 R4x6l 4x81 10 R4 — 10 BLOCKOUT 12'x 6 I R411 4 R411 _ 4 Precast Prpducts BLOCKOUT 12'x 12'_ 1 R320 8 R32D 8 BLOCKOUT'8'x 8 1 R4x54 2 R4 4 2 BLOCKOUT 10'DIA 3 - -- R4x138 2 R4x1388 2 '�N. u'�"^914- � u���WA oe21B w PAN S-OT x 3 Or 1 BLONWT�( 8 IAA 1 12' x 22' SCHWOTXER BUILOW NUV*A 0409 Nwoft --.— TM "WI -- wfdd NW"Y"1'N"M"ta"OnnM"af a MW.Z.r itW�ryN i�INp a(l fy1,.*y rrjM►�(KI1.MCEI� iwU�Ip,bp l,mp•���dMl�yy�b L'4M Cry YI y�aTblinry�l 1�y"rrM���.jy or,y'A�Aq� .sr.n1F ..v..s MrM1,1� or -is M .vdaWYlr s M Aires ti.WIMW lYl�► mm Rai CU.R, CONC. S0.rl.W.W.F. dJ, FT.coo 6O.FT. W.W.F.— CU.R.OONQ. �l,YEWS. NO 102.7 (3,80) _538 67,6 (2,50) 345 67.7 2.51 _j45� MATERIAL UST APPROAMATE V"ll APPROAMATE WDWT APPRO)OUATE WWI -----15_-405 __----- _____10,140 --- ------ 10,155 T!M r pAfr �l s Wllrt� 1 1 OfF41114D BNt .Y-7 I f ----- ' 1 —_ - I l 19�1tv = II f J_-J 1e lAAf (,/ .I & z-,, Apr a>w ws.a k�r� -- � -- - - - —- ------- - - --- --• -- •--— � ..w 1 1 alEFn BAR : --I — 1 « Off(feEO N81 - ss�nNAL BtTG A rU 23,291 tober 30,2018 Fcast Products 3606 N.9)YIWA Bldg,17 SpONylti WA 99216 SCHWEITZER BUILDING KNO 8"2 21 *46 (ryp) qi :. Mi.n M4+neUn wq�h M 1)M arI�NY n01n1 Buy w w a,T ww*row Ql yq�rwu no �r�IMMy�N rMW H• �wwwly�t Iq� tllf Irpr,�y COMPILEXMBj.*I)0*i y �1L1�lRML 1 1yR411 FORMED _1.. CAI.£: J�'•�'rls 1 M _ o+w r.0. EM-2 7 A t s wr me~ - --aa a MAWZ 4tt4134g17 nO �"t '!r"' 2 ),ON 1 13 1p I w3 t31Rx0 6.181 1 r 1 N6iD fa l0�14Ri 2 2 f—mm K 6 INDEX Index el bra,Ihgc - I As•3 EMBED DETAIL 1 Ps-1 EMBED DETAIL — PS-2 EMBED bE1AIL ---- PS.9 EMBED DETAIL -- PS•19 EMBED DETAIL 2 2 2 _ __ .,.•••--_ R303 1.ORNIFU RIMAR •-- -r R316 FORMED RI:BAR - — R32h FORMED WWI -— R322 FORMED REBAR I. R411 FORMED RI:BAR 1S/P4 DIA "- t lu 1 0l16^DIA PAN J/e ,- (TYP 2 PI CS) 1r2 3r4 314 r 1 1Any R� WA 4 At 516°DIA 1 I1/2 y r. fp L 9 d 4— 8 1112 AL ( �] Aril 23,2019 — - ru October 30,2018 1r �aa.ra ttu v,rtwrs I 1 MfBAR3 ><3 .6 I I MiB+u38tc/NR,B -- "rr «' 2 IEIOFD OWE Al"ICU 3 Is 2 I s�•F I I t pIR 3 t 3 NR m 6 15/54 Du -� 10/64 pU- —i--I 2 2 OOIIQICQ ARDAON HN 3)b i 3_ - O —$ z 2GA A 4 15/84 ON 3 w — tea�t It Precast products 2 --- _ JeDB K SAW Bldg.p S09%WA p6216 - - SCHWEITZER NUMNO NUWKA 0-652 2 2 1 re+rtt 1t.r*rrun arxtrN r.•�t+r a� _ w .sort MtM1T N etr IyT M e W. aM/be sor�Mw/ 4,V*1 I (REF) (AEFl —� l of Nb I;Mrtrlwr/N. tN�Mwl et WM �w4tM pw�l A ,5 �) YIt tl Mr NTtYvti elN P.nll ro �a+lx�yrw a'I.Nt�Mt1iA�+a t�ro;1T el � 3 919 wa�s�loYr/a er K++w IY�p/tW✓,vp�a (RFF) 2 OftFLI trAetMl 7-11/2 3 -- 1112 - - �p COMPILED EMRfDS T7-SUtfNl� R Sri sc.U.: -t-•n U�l1FttN1 E M—1 l A { 121-9 1/2' I o I I BtIFTENER RLQUIkCI) HOISTING CABLE SLINGS // I I TO'PREVENr SPALLING W/LUCKING SHACKLE! TOP , I { MP 4 PLCS) \ HINNMIN CABLE TENSILE CAPACITY = I1 TON _ -- -- �►L1 D. ml if Ulam 111111 tic w T C I II I I let ~ II I !gob �n)VAL c� IPIRHS Aril 23,2019 Octobcr 30,2018 - - — —�.■ — 4'-3 1/2•—FV3 1/2'10'-3 1/2' — 11'-10 1/2" 6'•-0 1/2• �_ — Precast Products Il' 22'-2'- - 11' --- 6 1 1!e" - - Id'-o• - ----.- -- �eae�.s�inrm Raa n S*61+6,WA 919218 -- 24'-0' - - --- --- PS-22 LIFTING L ATTACH TO 12, x 22' SCHWEITZER AS-3 UIBE�D,,S�� W/ (2) l 1/2' DIA BUILDING NULL a1402 HIGH TLTS (SHHEARECA�-ITnY1- 110,0008 PER DOLT) N m Ir M MIY�rM1� COf ft 1 y d ro Meth w�rg1�MIMI MAY a wrm11 M �1�Yb�N rw1 4r 1 NbMr WM�. m v MwIrN11 1 SHIPPING WEIGHTS AND DIMENSIONS SW-652 RIGGING DETAIL WEIGHT LENGTH __.WIDTH HEIGHT f1 .�:� 68,5� 24`-�' I4:_Q• ��`-4' _ 2, WEIGHT ISPAPP OX�HAI'E, 1222-14 I, 16 ITEM Otv TWO LAYERS MESH PS-2 5 4x4x11QxW8 _ Q.) TOP LAYER 3/4' GVF.R \ FL-648 4 (1) 9TM LAYER 1 1/4' W.VER FL-841 4 R4x16 B ---- 7'-2 1/4° R303 6 x4x2 0 It a R4x240 16 —_ R4x240 — — oe oc R4x81 10 4x240 "— - — 6'-O'(PS-19XFL-B47> RV 4 de R320 8 _ __= RUM 2 R4x2�0 T—a-`.` --' --�-_=+ --�--�i _"_'�--•`- "'®` 4 - �°-0'<PS-19> R4438 2 x x .I 3'-0°BPS-19) R4x240 - -� R4x240 - - 1'-2 1/4'(PS-19XFL-F47> cu.FT.cam m n.YAW.?. — R4x138 - .R4x 67.1 2.51 345 S4 I1MAX 1M-fT 1�155 cu lu K N� N 0 00 N A. J 'roj Zo N m 4 I 1 I a t I 4 I .• • W � Ln - In � (u 61 N � tSl c� W n Precast Products 3809 N SuNMm Bldg 0>ippEgn4 WA 99718 12' x 22' SCHWA UR eulLbglG NBf�I sw�ee: a 70NA1.�t1 •. k.Mw� ,•w a �«w dMr tr• �ir�. <u Aril ,Z019 Of October 30,2018 I MILL rl SA 1. RW THICKNESS= 4 1/r+ TEx1UK IBM IN P. TWO LAYERS 4x4>tW m ww ROOF 5W8 3, EKCtPT AA 3B,R4x1B&R411,REINIORCING BARS ARE TD PLACED IN PAIRS, ONE AT EAQl FACE. MARK R2 PRQVIDE 3/4'COVER AT NEAR FACE&1 1/4 COVER FORM FACE, 4 1/2' 4, R448 TO BE PLACED Wllll 1'COVER NEAR FACE. 17 p- -497- 6. ALp OTHER BARS TO BE(,'ENTERED IN PANEL 1222-1 2 ' 6M�OIc YAl1ytlMA_ tTBI OTY FL-646 - 2 _PS-2 _ 7 - RJA08 4 9442 1 R4x20 _ 1 R320 - 4 PS4 1 Ncu w 9'-4 112 - - R3x2U - N m O! Y Y: 71-0'<PS-g> l x cu.FT.com x rr.w'jw. .46 37 APPROIWAR t *1 Y UNE I-AVER MESH I 1,875 4'-0'<PS-2> -� 4x4xW8xWB � r a� m I " o 11-0'<PS-2> -1 l 0' OD- - -- — - - -- - -- - NeXT If , � WAry.,�cyy Precast Products rJ Y w t • • M N,SWlhah Bldg.17 Spo*r,WA M16 f 2 BUILOWNure[R SwR Bs2 to %P6 39M6 - �13T[14 � nr nwn.clwx<mi«w wR.w w rwrt•r w ,f' V, w a«k«. wwa+f a Cxl hw.rrawa tha s?�NAI.�� h�,D ^0r cdY b.u�►Y w ayw n.�rd w u+,nr " Ww. ti Mn w411r.oerwlI#a IXI S vow A irII 23,201 .wrdwl Y r a t",e,w�rotWe oNr� October 30,2018pm D S WL I. VALL THICKNESS 4' 2, ONE LAYER 4x4xW8xW8 MESH. WALL PANEL, 3- MOW 'gyp BE PLACED Ill PAIRS QNL MARK W6 AACH i'ACE W/ 3/4' CLEAR COVER, NO NO.— — -: 7r wi. ------ ----- 4. ALL OTHER BARS TO BE CENTERk;D IN PANEL, 1 222-1 O - 16 • --- - - --' -- --- -- •- IN IIAILRIALII ITEM QTY FL-648 4 PS-2 _ 13 PS-19 _ 9 R41240 3 L— R3x12 r 16 R32D 10 R411 4 Rh2I0 ^ 2 5' TRIM BopRD 8-05 MUNT 1 FACE: AND EDGE 40 10 x 82 14 B�OgI T I - R320 - --R320 - "- -------_ _--- -- R320 1 _— 4 4 I "— — i4 _ - 7'-O'<PS-19> _ Y TRIM BOARD L ,a PACE AND EDGE 1 � I T Ih ON LAYER MESH 1 .� I Cll.FT.Ca11C. Su. FT, W.W.F. J 4x4x�BxWS, CNTRD 1 56.0 �,l)] - 4'-O'<PS-19> I54 j —^� NN Z �• APPROAMATE WEICF4T , x x x pi tx 8,400 a :v no � --- -- -- — --- - — — - - - -- -- - 1'-6'0-65 HYPRANT> -- 11-0'<PS-19> c e R320 R3x210 R3?0 I - I N „0•, N Y N y a n1 ti GS f� N A N N y z qq N O N y . y �O 4y �{ V7 Vl y 114 fil 1 d � 1 � a J ' '� Precast Products i x N N ti rj I c�O 1 =+ W ITI I (U `~ '0 m 3e0a N.Ulm 814 p keky,a WA 99210 ���AV�AA1�►� 12' x 22' SCHWEITZER Eq s� Ill C BU4DN10 NUMBER SW462 C NO" S' f ��' w MYrrOU,mw ANC r,nMYwT WaalpMprr►►rw��wN ►T Wi-Y�t V NM1w1 rM MY���y�Iy, <71♦�b � �jrpM�E YR,o N AY •wr-b T � CN!MwAn11� �Sr�MAL FJtMAE3 ^A1ri1 Z3,N October 30,2018 WALL PANEL, 1, WALL THICKNESS = 4' + TEXTURE n - --MARK W4 y P. 1 LAYER 4x4x•WBxwe MESH �2Z2 �8 9 . EXCEPT R4x240 L R411, ALL REBAR Tq BE PLACED IN PAIRS, ONE CACH PA - PACE W/ 3/4' COVER �15 Mill on FL-648 4 PS-2 13 ps-9 9 04240 3 PS92 16 R320 10 R411 4 0210 2 4'DIA KO-ROUF 1 51 TRIM BOARD 40 1/8'x 82 1/4'OL OUT I FACE AND U)Gr rN 41i R AR) Al 11 )GE I-KSH A- •itWll H ONTRIJI 4DU.?T.000411 ft FT.WXF, 56.0 (2.07) 154 APP114MAlt=Wil ell, OW 1!1,400 J I J R'120 k-q O ZD CID I Precast Products x " I cu :.. CU 30 K SAI-04 P 000*WA 02216 12' x 22' SCHWEITZER 0 wilum NUMN".02 from P` Mil" 006 b 4 OP*4 ir am"10 a OWN Poo — off b."011 S�nN October 30,2018 WALL PANEL I. VALI THICKM SS + TEXTURE MARK W2 I I.A'I.R 4xt�vjq, AESH T 1. FXCE RW 40 1. 04, ALL REBAR TQ BE PLACED IN PAIRS, ONE LACH F'ACF. W1 3/4' COVER 1222-06 FLOOR PANEL TO REMAIN ON — -- EMII[aoco wAT[RUt4 CASTING BED UNTIL BUILDING ON IS FULLY ASSEMBL D _ �5�3 8 — PS-1N 31 R6240 _ 10 SEE PAN ]DETAIL \ _ 4408 8 RUM 6 5-t a321 _ 15 ....� � II �13�1 6 R320 _ R320 L_ J RAx2gp = _ ROa(�T18�14-6� 2 -- R4x24 ( x)V 10'-9'<B.O. 12Cx114'> - v _- BLOCK011T 2 L 5-6' 1 119•x4'-6•> - - at --- - BLOOKbUT111'K 12' 1 vz R x;6 �' ~ BlOCNOUT 8'I11-6 _ t 10'-4'<AS-3> ,f --- v_-� _: a _...... -�_T V _ o BLOCKOUT 10 pA — 3 91-9'<PS-19> --- - - PAN W (D _- x v .a a oc R322 R322 2 LAYERS MESH -" 4LCAR WB R322 R:122 _ R3x36 1 1/24 CLEAR TM --- 1* CLEAR OP _ R3x36_ _ 6'-2'<PS-i9) •-•- � 101.7 3.801_ 538 6'-1'<B4O� 10' DIA> -� ) a AN� jrt wF1QpT R3x36 _ �; _ 15,40.5 -- - R3x36 o x v J of, w or 11 4r 2'-5'<PS-19)<B,11, 12'x!1_60> --- Id — — -- JJ 01 11'<PS-l9><B4O e'4'-61> ---- _ C" o� f • 4'<PS-1g> - ••--- R320 R320 _ _ --- - -- -- R4a240 Qx�. _ 1-1 Precast Products 0• _,_.� �� - - --- - -- - _-•-_-- ff,- ySWi4 SuUf�9Wi•0h WA 8911a 12 x 22 SCHWEIT E p, p• � rh eti n n n n n I Z R IUILDkG NUNIER S1w�d2 Vl y V7 % a P , p. n A n -- -- yi �c «•, , .pay x ro � � � � •� � �` � b �n 3 � � 4�wrw�w 1 Y 'a v I I r N sr r�n.AfA r A!y C p^Vp ;.I �t 'vdr:lM1"'o d aaar rr t wj o� 21`6` TON PAN W/ 1/2' fApER -� 2'-6' 11-3' NEAR FACE J, J9{I76 .• - Isy 1. HICKNESS FORM FACE 10' - ' '•- -- �srpIV L�jiG,� 2, SHOORTHT ROWEL FINISH NEAR FACE, FORM FINISH ALL OTHER, FLOOR SLAB 3. 2 LAYERS 4x4xW6xW0 MESH MARK �'1 PAN D T/�IL 4• AI.L BARS TO BE CENTERED IN PANEL U.N.H, -- _�_ `-- �- -- -�- -----_-- 8 A)ri123,1019 5. 2+c BARS TO BE PLACED IN PAIRS, ONF EACH FACE WITH 1 1/4' COVER. 4 6, 2'-6' x rP'-6' PAN TO BE PLACED ON THE TOP SIDE OF THE FLOOR. 1222-04 _ 12" x 24" DOOR VENT nw aw ogavna / (TYP 2 PER DOOR) DELTA RIBBED METAL ROOF TEXTURE 1 t t10A9 OALV DO LA DOOR I g 2 �06b bALV DO LVR DGOk SLIDING DOOR STOP GI,^N-JOHNSON (TYP 2 PLCS) BOARD & BATT OVER HORIZONTAL LAP 12" x iB" SLOCKOUT (4) 3 12 SPRING HINGE 4.Sx41 F TEXTURE (TYP ALL EXTEAICIR WALLS) 4" DIA BLOCKOUT 4 S FLAT BAR 1/2" x ISHR k 4'-2' REINFORCING PIVOT (TYP 2 Pl,CS) - --- 12 yjOt7bFOI1G tl-EA HrlipAwr _ _ I 03 'f068 tq'—a" 1 _ 3088 3068 DOOR - _ - _ DOUR DOOR -_--- W/ VENT --- - --- 3 - W/ VENTS W VENTS - --= __-- - - --= - ---- - --� - - tea-- _ -- -- 3'-2" - 3'-1" - -— B'-0" -- - V 31-1" - __- tt' �f'-0" - _ _- 1g�3" -- -___ _-- — 11• — �- 12•-2" _--.__- --- it" 11" - - -- - ---- - - 22'-2" -- -- --.-- - - 11" -- _- ---.-...- — 14' p• —_ _-- _-..-- _ " -- -- -- - - - -- -- 24'-0" - - - -- -- - -- • .A G LH SIDE ELEVA LION FONT ELEVATION NAL L'�G x B" DIA ROOF BLOCKOUT ---- b'-8" - --- (TYP 2 PLCS)CI<OUT April 23,2019 12^ October 30,2018 Precast Products t 3068 - 2 10'-4' ai�q" aeoe N.s.Iuvtin ay.P Spdtvn.,WA M21e w.ar wru mow/ VENTS 12' It 22' SGHRITXER N M rYr�nY��r1n� 19 WOODFORD 13-85 LOCKABLE HOSE BIB — 31_tp" -- - 4'_T" - 3r-O" i` tFj1 r 11" - --- — 22'-2" --- -- - lt" e -- - - - 14'-0" - - ~ . ASIDE ELEVATION HEAR FL_ EY&BQ(� A",-" BUILDING ELEVATION$ 1222-02 APPROXIMATE WEIGHT � 69,500 LB to i ! REV ALTERATION DATE EV SOURFACCIEMOUNTING PANEL SCHEDULE NO LOCATION: EXTERIOR RESTR BLDG 120/240 VOLTS 1PH 3WIRE KING LUMINAIRE K199 LED I Pi POST TOP FIXTURE CKT SERVING: SITE TRIP TRIP 400 AMPS WITH 400 MAIN BREAKCRT WHITE VENTED FINIAL LUMLNAMESPECIFICATIONS CK LOAD DESCRIPTION KVA AMPS ARID KVA LOAD DESCRIPTION CO. GAT.S I2RCHUNID3v590A1a 1B9LEB CATALOG NO.: K136-120A77-KI3SSL) 1 R RESTROOM PNL 720 28 HEATTRA -1036.120:277-K13.3K i - CE ouaenrY; 3 _ 2 .30 EF-1 EF-2.EF•3 4 OPTICAL SYSTEM: BAFFLED ARRAY ACRYLIC RIPPLED S PUMP Hw-5E 1eksi 28 SITE LIGHTING IES CLASS: TYPE V j 2 .Q8 917E_11GHTING INPUT WATTAGE: 40W(103fi SERIES) 9 ARE PUMA H $ 10 SOLID STATE LIGHTING 11 ,5/PUMP HOUSE RECEPTS 12 LINE VOLTAGE: LIGHT 120V,2OA,DUPLEX LIGHT SOURCE: LIGHTEMIrnNGDIODE 1 51 POLE RECEPTACLES 14 CCT: '•3000K- 15 SPARE 1.44 LIGHTING CON 1 RECEPTACLE WITH 0WS PER 875• _ POLE ADAPTOR: K13 17 NSS 6p Lv WH-1 18 "IN-USE" WSDA. __= PAINT: TEXTURED BLACK WEATHERPROOF ETHK. opno4s: CAN VENTED FwwL 2 _ _ REMARKS: SERVICE ENTRANCE RATED CONNECTED LOAD: 34.3 KVA 143 AMPS COVER.CONFIRM 4 10" DEMAND LOAD: 36.1 KVA 151 AMPS MOUNTING HEIGHT ' ` 1 1.25'x1.7.7 7 7SLOTTED ANCHOR OPTIONS PROVIDE GFI CIRCUIT BREAKER WITH OWNER PRIOR BOLT HOLES TERMINAL BLOCK ® PROVIDE HANDLETIES FORALL MULTFCIRCUD HOMERUNS SHARINGA NEUTRAL PER THE NATIONAL ELECTRIC CODE ARTICLE 210A TO ORDERING l V BOLT d 'd' MIATWORE BRANCH CIRCUITS,PART(B)DISCONNECTING MEANS ORAYYINGSARE DIAGRAMMATIC WHERE THE CONTRACTOR MODIFIES THE CIRCUITING,THE CONTRACTOR SHALL PROVIDE AN INDIVIDUAL NEUTRAL PER CIRCUIT,MULTI-POLE CIRCUIT BREAKERS, taAji( _ CIRCLE OR CIRCUIT BREAKER HANDLE TIE TO MEET THE NEC ARTICLE.ALL COSTS ASSOCIATED WITH MODIFICATIONS SHALL BE INCLUDED IN 9"POLE BASE THE CONTRACTOR'S BID _F 0 DIAMETER `- DETAIL 2-BASE PI-ATE • rr0.75" 113f16' K73 CAPITAL PANEL PI LOAD CALCULATIONS CUSTOMER APPROVAL&DATE: SERVICE KVA LOAD FACTOR NEC REF. D:MAND LOAD (4)0,75"X 24-X 3" .90 ANCHOR BOLTS WITH "ST.$TL. ® ® �rhw`o+.r rawrrtrcr RECEPTS T010KW .54 X 1.00 220.44(All9 .54 CUP-TIP SET SCREWS r.r.e A4Y�r- -- (2)HEX NUTS AND(2) 4 I.,wr, .wor [a+r RECEPTSOVER 10KW - % 0.50 220.44 - FLAT WASHERS PER BOLT -4 S T R E 5 S C R E T E '�'�` r-Aeo-au�rerY MOTORS(LARGEST) 6.72 X 125 430.24 • BAO ASTM-A36 FULLY GALVANIZED MOTORS 10.38 X 1.00 430.24 • 103B PER ASTM Al23 I - TO ACCEPT A 3'O.D. 0 R 0 U P � KITCHEN EQUIP X 1.00 220.56 fdleiRR dSII i• PRo+cc/cusro sex: WELDERS X 630.11(B) `i PC CAST ALUMINUM TENON x 3 112' nr�aealaTr - ` - / BASE(ASTM-A356 CAST _ wH n • rNa EL CONDITIONING HONING % 1.00 720.50 •- . / ALUMINUM INGOT) ewe r �y� MISCELLANEOUS HEAT 6.61 % 1.00 220.51 8.61 ' .ems a MISCEUMIEOUS 7.30 X 1.W 730 r OEIAx.!•AM61101Ildt K1p TR-� AIATIMO TTR �r:I+) r.rr_r- mlARJ•tRM TOTALCONNECTED 343 KVA TOTAL DEMAND 361 KVA •ALL COMPONENTS POWDER (143 AMPS) (151 AMPS) J2 COATED TO MATCH EXISTING B PEDESTRIAN LIGHT POLE DETAIL FINISHING SPECIFICATIONS Et.f NOT TO SCALE 2T - CONDUIT AND CONDUCTOR SCHEDULE: ELECTRICAL NOTES: 04eu4RmM"ma m ON Qi (2)3"C-(3)113/0 CU 8(1)#3 CU GRO CONTRACTOR SHALL INTERCEPT EXISTING CONDUIT SERVING RESTROOM VAll1Y R08 AIRPORT flD BUILDING,SET HANDHOLE,EXTEND CONDUIT AS SHOWN TO PUMP HOUSE SERVICE �.. --• CO.ARLMGTON,W0. ,� Qz (1)21/2"C-(4)#3/O CU 8(1p CU GRD LEGEND: PANEL Pt.PROVIDE NEW CONDUCTORS ENTIRE LENGTH AS SHOWN. yw_ B+roiRlbu ax EXISTING PUD (1)2`C-PULL STRINGS 1 r R F J UTILITY POLE (E)EXISTING �AIPEDESTRIAN LIGHT POLE DETAIL Q zc-UTILITY CONDUCTORS (N)NEW E1.1 NOT TO SCALE Q (E)210C-NEW(4p3/0 CU 8(1)#6 CU GIRD Q 2"C-PULL STRINGS FINAL FINISHED GRADE s 1 1l2"C-(4#1/0 CU 8(1j#6 CU GIRD PUMP HOUSE PANEL BY x OTHERS.ELECTRICAL EXISTING RESTROOM T ' 6 CONTRACTOR PANEL PROVIDE CONNECTION. PANEL E h PANEL PH R }" Nfth'PAD-MOUNTED CT P1 PANEL Z BELOW 600 VOLTS=24" a RED"TERRA TAPE" UTILITY TRANSFORMER , PUMP HOUSE r ABOVE 600 VOLTS=36" a !- WARNING TAPE(ELEC. CAN aaOA ` 125A 200A ' BURIED BELOW) 5 ? NATIVE BACKFILL,CLEANED OF ORGANIC MATERIAL AND COBBLES T GRAD ED L _ a.LAt LARGER THAN 3"IS ACCEPTABLE. GRADE q 3 i COMPACT T095% H STUB AND _ ---- -- CONDUIT(S).QUANTITY VARIES. CAP 3• J��[_ SAND BEDDING:CLEAN,FREE FLOWING,COURSE GRADE SAND, POWER RISER DIAGRAM AS DEFINED BY ASTM D 2487 3' 3" NOT TO SCALE 3 Z /CICONDUIT TRENCHING CROSS ENGINEERS,INC E1.1 NOT TO SCALE SU-• ,1 W" Phane:(253)]540110 m 11, 1 Job um r. WoQw+enpYoe ra. E REFERENCE PLAN CHECK $Y DATE APPROVED FOR CONSTRUCTION o�1barch tects HALLER PARK SPLASH PAD SHEET NO. LyG CITY OF ARLINGTON DEPARTMENT OF E1.1 lo, MF n, JAMES X KELLEY,P.E. I SHEET PUBLIC WORKS DIRECTORPUBLIC WORKS RISER DIAGRAM/PANELDESGNED eY: OF DATE NO. RE�DRAwN eY:SION eY �f "AL ��77I IB 9, aac;,° '0 WA 98 Poz.4y BID SET SCHEDULE/ DETAILS 21 MARCH 2018 DATE APPROVED: 253-57L-903 PROJECT NO. 3,"HILT[HIT-RE IGO ADHESIVE ANCHOR SYSTEM CONNECTIONS AT Z EACH END.TYP EACH SUPPORT. I-N UNISTRUT P1000 CHANNEL N'TO Ml 1'-7' LOCKABLE MIN V X 18 GA.SHEET ItlACCESS METAL STRAP H. ROOF STRUCTURE (r BACKDRAFT DAMPER FINISHED 24"X24"GRATE 11J611 r - — GRADE L E.721Y 114'"0 (REMOVABLE,WITH 2 T —4 SLOEOM LOOKSUMP I SPRING CLIPS) - MAIN DRRAAIPLAN VIEW 4'x 4'x 6"REINFORCEDXHAUST GRILLE CONCRETE COLLAR 1'T I TOP SOIL PER 6"OUTLET PROVIDE MANUAL VOLUME CIV1L71.ANDSCAPE PIPE DAMPER W/SELF LOCKING REMOVABLE DEBRIS FINE MESH DAMPER CONTROLS CHEMICAL TRAP ASSEMBLV STRAINER STORAGE ROOM — - 2'-7" BACKFILL� 3' ASSEMBLY i EXTERIOR WALL - B"O DUCT— �li cv.\ _ `FOP HOUSING 6/6 EXFIAUST GRILLE - _- THREADED FLOORPLUG �L 1, IY ABOVE 4'x4'x1'J�' - ,�1'-71R•� 4"PIPE CONNECTION(NOT USED) PLOOR MA% CONCRETE PAD1'r 1"FROM MAIN DRAIN L� � T LFINISHED FLOOR LE,69.32• FRONT VIEW TRAP VIEW CHEMICAL ROOM EXHAUST MAIN DRAIN INSTALLATION C4 SYSTEM INSTALLATION DEBRIS TRAP INSTALLATION 5 SCALE: NONE SCALE: NONEr SCALE: NONE 4 R HORIZONTAL LEVELING LINE B"FROM DRAIN r F'TO TANK -� J�II I LOCKABLE ACCESS �- sa• � I/2"GALVANIZED STEEL TOP SOIL PER 7:.11'I INIStI GRADE 6"REINFORCED �� ANCHOR BOLT(TYP) ELEVATION CONCRETE COLLAR CIVIULANDSCAPE FLUSH WITH GRADE 720 FINISH GRADE GALVA.NF/.ED CABLE•CONNF.i.TION TIE DOWN STRAPS MAY BE 2'-0"ALL AROUND ELEVATION _ SHOULD BE AT A 45"ANGLE FOR OPTIMUM UPLIFT RESISTANCE . 1 TIED POURING FOOTING hiI I- r - - - l 3/8"GALVANIZED STEEL CABLE E 2"FLOOR DRAIN _ 2"OPENING WITH YFRESH WATER -1E 706T ANCHORED TO REBAR(TYP) Z 4'TO STORM PLUG.I.E.69,08' O FILL DEVICE .• 6'x6'x 6" PLAN VIEW Ga .2 II 41IT... CONCRETECx 6'1H TOP SOIL PER 2'TANK OVI•JtPLOW. ;, 3"RETURN LINE.I.E.CIVILI ADSCAPB I.E 69tlY �i 690`I ,,,,,. �,,,,,•• OLLECTOR DRAM 1r MIN CONCRETE PAD REQUIRED FINISHED GRADE LINE BEFORE I.E.720' _ __ __ __. _ N"•'•�� ESETTING TANK ri ���-��) 3"RETURN �,..... r......� BACKF[LL 4. 3"FEATURE PUMP ���� 3 OVERFLOW WATERLINE LINE �...... ....� NOTES: n - I BYPASS TO TANK S1 3...... I. PREPARE EXCAVATE 1101.E MAINTAIN ACCURATE P.LIiVATION MEASLHU:MENTS LE.66.ST 4"FILTER SUCTION. ,'.IU' �• 3 2. SM UP THE 3"COLLECTOR TANK DRAIN LINE.BEFORE LOWERING VAULT INTO CONCRETE r= ! H.•-•��j 3. LOWEX THE VAULT INTO POSITION AND PLACE IN BOTTOM OF EXCAVATION USING NYLON i IA' STRAPS RATED FOR 3.000 LB CAPACITY,THR VAULT SHOULD RE LEVELILD AFTL•R RESTING 8"FROM DEBRIS TRAP 8"TO TANK thy, 'y�! ; ON THE FLOOR FROM THE ROOF LEVELING POSITION. 3 1 E 69 00' y 1 4. POUR 17'X S CONCRETE PAD,OR DEEP,M THE BOTTOM VAULT OF EXCAVATED ROLL. THE t 8"MAIN [ 6"FEATURE SllCT10N CONCRETE SLURRY MUST BE FORCED UNDER THE VAlll7 TOTABINSURE THAT ALL VOIDS ARE DRAIN i�,� � •• FILLED LOWERING THE VAULT MTOA WET SLURRY IS ACCEPTABLE 11__ rMAIN DRAIN �(��yT� 5, MAINTAIN 7ANK LEVEL FROM THE ROOF LEVELING POINTS INDICATED ON THE DRAWING IU' K �. I,E,6633' (e'�j'4 y � I (THE FLOOR OF THE TANK HAS A MANUFACTURED SLOPE TOWARD THE DRAIM 6"FEATURE SUCTION. \T �' 6. GALVANIZED STEEL AN R BOLTS ATTACHED TO EXTERIOR OF VAULT FOR CABLE m. T tij 1E 66.6B' CONNECTION BY OTHERS. � I (� -: - - 7, HACKFILL WITH 3/8"PEA GRAVEL,INLAINROCK.OR COMPARABLE MATERIAL.APPLY FRESH Fxfi'x 1'. " r7lp - � WATERTOTANKATTHESAMEEIFVATIO:•IASBACKFILLTO PREVENT IANX FLEXING. CONCRETEPAD 1.E 66 50' 2'FLOOR DRAIN I-I 1 ,. INSTALL ALL PLUMBING LINES,ACCORDING TO THE PLAN. 4"TO STORM I.E.50'- I.F.67 50' _�� ' •• R INFLUENCED BYACTION LOCAL BACKFILL LOCAL SOIL CONDITIONS BE APPROVED BY LOCAL ENGINEER, FRONT VIEW CONCRETE PAD POURED IN PLACE Y FEATURE AUTO BYPASS IT X 19, TO TANK W/ACT, 3"COLLECTOR TANK DRAIN I.E 66.57' RAIN DIVERTER INSTALLATION INSTALLATION DIAGRAM FRONT ELEVATION SIDE ELEVATION 2 SCALE: NONE WATER STORAGE TANK INSTALLATION engi n u ity ry [ SCALE: NONE sy ste m s LLC �i sui r..x II sv2s31mse 11-1— i\ioMwexeE iACOM..wA vwm .»w a �:mr•="m a PLAN CHECK BY DATE o+rb a L c h i l e c t s REFERENCE wyD 0.BERp APPROVED FOR CONSTRUCTION CITY OF ARLINGTON HALLER PARK SPLASH PAD SHEET NO. 1.1" DEPARTMENT OF M3.1 N JAMES X KELLEY, P.E. 18 �lkllm PUBLIC WORKS DETAILS o 1 PUBLIC WORKS DIRECTOR DATE N0. REVISION BY DESIGNED BY:JB DRAWN BY: KBT AL 9 T w.11.W..A98�251 P02.427 BID SET 21 MARCH 2O1B a DATE APPROVED: -5-,2-4903 PROJECT NO. SHEETS PLAN NOTES 0 2"DOMESTIC CW LE 7200'.REFER TO CIVIL FOR CONTINUATION. O2 PIPES UP TO FEATURE PIPE MANIFOLD I*ACTUATED O REFER TO ARCHITECTURAL PLANS FOR DOOR LOUVER BYPASS INFORMATION 3"MANUAL BYPA'IS O SPRAY PARK EQUIPMENT SKID F'U RNISIIED BY OWNFR F OR INSTALLATION BY CONTRACTOR CONTRACTIRL SHALL BE RESPONSIBLE FOR FINAL PIPING CONNECTION TO SKID CONTRACTOR PIPING CONNECTION TO SKID SYSTEM. REFER TO CIVIL DOCUMENTS FOR CONTINUATION. � Tel Mi.l (D PIPING SHALL SLOPE DOWN TOWARD WATER STORAGE TANK T-I 1 TO FACILITATE PIPE DRAINAGE&WI NTERIZATION,NO TRAPS P F LOW TO OTo O SANITARY EWER 1' I��. WILL BE ALLOWED IN PIPE RUN. 0,'SFOR61 , '.h 11 IT-0"x 19'-0"x I'-0'CONCRETE ANCHOR SLAB. I -E� EO-1 N6 I LE 69.16' 1 TS 7(TYP) 7 e µP-1 I uro hH2O (FYP) Rf-3 I Mi t I JJ ITlII DL 1.E.69.00, .. _ V2 1 - 1E 6933' 1 - -.,r II FG-I 12'6 11- L_I t T 12/12 DL -..- R'NTR e•I e I1 I }I ; R•WFR I.E 66 33' \ -- V MANUAL BYPASS O 1 I •,� ...r.�.•. EG-I d6 4 (TYP1. I / SUCTION 7; if" C DT-I L_. _4.N_ _-______________________a 03"TANK DRAIN M3 A ITYPI l a 3 O7 ,"FILTER LOOP SDCTKIN 3'ACTUATED BYPASS O7 � 7 3"RETURN LINT wo HVAC PLAN n we C SCALE: 1/4"=1'-0" -� I-U2"WFS.SEE SHEET M L I FOR CONTINUATION 2"CW 3"RETURN LINE E V M12 4 3"VENT DN,6" 4"FILTER LOOP 2"V UP 2"DOMESTICCW DOMESTIC TO TR ��._1 Y Ma,O SUCTION 33 W UP TIN � -- ;•IlACKWA.4H DIBCIIAROE PaZ 3"TANK DRAIN W UP - 6 1/2"CW ANO 9CO W'F),.1 WPM-0 4 WH•I TO WH-I 6"FEATURE SUCTION _7— 2`VUP 1 :WAYCLEANOUT S BFP-I ABOVE. 1 t'V BFR2 - - I UPTO SCOA0 I 6"WASTE REFER TO CNIL AI0.0 BELOW T I IF-72 2 V UP - 16 W DOCUMENTS FOR CONTINLIAT]ON �- EP) 3"V UP '.1 I 71.37' 2 I I.E.= ° r IA 1 uVL RYM I 4-SUCTION _- - , • 'L-1 I �� -•. I i 3 RETURN LINE �TL C►4 • I "�, ScLS 1 i p W UP 3"W UP 'IIF t41 _ fL-_3PA I 73.5 FINSHED 1 FLOOR ' I 2"CW TO SPRAY PARK - 21 3"UV SYSTEM DRAM ,'FILTER LOOP SUCTION UP 3 YCLEAR PIPE _ 9 (2)3"ACTUATED BYPASS DN 3"TO FILTER 3"ACTUATED BYPASS UP 7'TANK DRAIN UP 3"MANUAL BYPASS ON r RETURN LINE ON 3"MANUAL BYPASS UP 6'FEATURE SUCTION UP 12 6"FEATURE SUCTION ON r FILTER LOOP SUCTION ON O 3"TANK DRAM DN P MECHANICAL ROOM PIPING MECHANICAL ROOM PIPING [2 PLAN -ABOVE GRADE C3 PLAN - BELOW GRADE t n SCALE: 1/4"=1'-C' SCALE: 1N"-1'-0" • • F 0 2' 4' 4' 8' Yenginuity ry s stems LLG 13 Fa PH 12vl W-7 Px Issnl mmse REFERECE a PLAN CHECK BY DATE BERQo APPROVED FOR CONSTRUCTION archiI c' HALLER PARK SPLASH PAD SHEET NO. N CITY OF ARLINGTON DEPARTMENT OF M2.0 JAMES X KELLEY, P.E. 112, 5�'Fi,B Li1 PUBLIC WORKS MECHANICAL ROOM PLANS OF DATE N0. REVISION BY 1 PUBLIC WORKS DIRECTOR DESIGNED BY: DRAWN BY: ssa Faculc.AoA 98"1Sjjr 4s0 21 MARCH 2O18 a .�B KBT "'"'"12 WA`''B'0L PROJECT NO. P02.427 BID SET sr+e�ts DATE APPROVED: 253,72-49M GENERAL NOTES I REFER TO ARCHITECTURAL DRAWINGS FOR PAD LAYOUT AND DETAILS e e d n d e � d d d e d O d 4 e ode a I g p d d T=1 Ms.l 4 d d 4 4 2 RD.1 J/ 0—WFA M411 I 4 ld.I 1 d ® WFA-2 p d P1e tAD.1 p! 1 - _ ' ��►,�),I. a IJ 1- `` 2 �.d - . yl. ff ? - - ; Ala 2-1 I _ 1 14 — p d 1 ]I 3024 - 1 29 gyp{ qz % 5 d 4 ,{ a e d 4 d d 3 —�rT�g d d ^ d d 0 9 � < e ffi a 4 4 4( i 4 z d d [ SITE PLAN I enginuity SCALE „R"=,'-a' systems. 0 4' 8' 16' Exee vx Ixvl xxossx vK�xs3l svxmse �i i:cown wn vevm w+.we ��mv:com PLAN CHECK BY DATE onb a f C h I f_e C t S REFERENCE �p 0.0EgQp APPROVED FOR CONSTRUCTION CITY OF ARLINGTON HALLER PARK SPLASH PAD SHEET NO. DEPARTMENT OF M1.0 SHEET rl X KE P.E. PUBLIC WORKS SITE PLAN � PUBLICUBLIC WORKSS DIRECTOR OF DATE NO. REVISION BY 18 s5 -.ci:icAre s:.ir.ase a DESIGNED BY.�B DRAWN BY: KBT �a =�''�Q-A"a"0' PROJECT NO. P02.427 BID SET 21 MARCH 2O18 SHEETS DATE APPROVED: _ es[>3 PLUMBING FIXTURE SCHEDULE SPRAYPARK EQUIPMENT SCHEDULE SYMBOL FLYFURE MANUFACTURER MODEL PLUMBING CONNECTIONS(IN) FLOW ILEIECTRICIIMOUNTING NOTES SYMBOL MANUFACTURER MODEL DESCRIPTION SERVICE PERFORMANCE DATA ELECTRICAL NOTES KW AMP .MCA MOCP VOLT PHASE WASTE INDW VENT HIV CW TW GPM GPF PH FD-I FLOOR DRAM IR SMITH 2O10 3.00 - 2.00 - - FLOOR 3 CP-I SRIMET/S MAIM LUG BREAKER PANEL S►MYPARK CONTROL 3 PHASE,12 CIRCUIT,125 AMY,120R40 VOLT 125,00 240 ( 2,4 FFD-I FLOOR DRAM 7R SMITH 2O10 3.00 2.00 FLOOR 2.3 CP-2 WATYRODVSUY DSC-6-32 FOATURK SWUEWCE CONTROLLER MANIPOLOCONIRQL CQNTRCL PANEL FOR FEATURE MANIFOLD WFM-1 120 1 2'8 _ P•I HOSE BIBB 2URN Z1341-P34 - - 475 - - PIPE CP-3 DELTA ELPSRHO-HDPE UV WATER SANITIZER PANEL UV CONTROL CWRROL PANEL FOR FFATUREW-1 Q,W - 240 1 2,5,6,9 P-IA WALL HYDRANT ZURN ZI320L-34ELLL-SS-WC - 0.75 WALL 3 CP-0 CES MR2 CWDAICAL CONTROLLER CHUAISTRV COMRW CHEMICAL CONTROLLER WITH REMOTE MONITORING CAPABILITY12I1P-2 STANDPIPE DRAIN - 6.00 3.00 • FLOOR T CP-5 TYI S"AND 4"ACT RAIN DIVERTER CONTROLLER RAIN INVERTER RAIN DIVERTGRCONTROLLER 2.6 P-3 EMERGENCY EYEWASH ACORN SO410 200 2.00 450 3-50 - WALL 4 Cr-I Cl/EMIICAL STORAGE TANK CHEMISTRY CONTROL 7 CI'-2 CIICAUCAI,STORAGE TANK CHEMISTRY CONTROL 1.NOOENTRACTOR FABRICATED.PROVIDE WITH 8"STANDPIPE SECTION,WITH TOP 24"ABOVE FINISHED FLOOR. DT-I VAKPAK A>9mTRAP DEBRIS TRAP SPRAYPAD DRAM DEBRIS TRAP ASSEMBLY,B"INLETIOUTLET F-1 ASTRAL JY SAND FILTER WATER FILTRATION 7.69 SQUARE FEET FILTER AREA,NSF LISTED 2,3 2.PROVIDE 2"FUNNEL DRAIN,WITH(MINIMUM)Y TOP OPENING, 2 FM-I ROLA CHEM E7eR6i9T FLOW METER FILTRATION LOOP 25.70-240GPM 3.PROVIDE WITH VANDAL-RESISTANT HARDWARE ,4.PROVIDE WITH TRAP&TAILPIECE FORDRAIN CONNECTION. FM-2 II.U&WWTE P.701D FLOW METER PILTRATON LOOP 4404A OR E11l3R1 OUTPllI'FOR VFD % 1 2.8 FV-1 FLOATVALVE LeVELCOMMR• VCWCONNECI7ON - MD4 WATER ODVSSUV WMM4w MAIM DRAIN SFRAV PAD DRAIN MAINTENANCE MINIMIZER-MAIN DRAIN I MPV-1 MULTIPORT VALVE FILTER BACKWASH 2 ELECTRIC WATER HEATER SCHEDULE RD-1 VAX PAK RAM DIVERTER RAIN DIVERTER SMYPADDRAIN RAIN DIVERTER ASSEMBLY.1"INLETRDUTLET,4"DNVERTER I.7611 2 SYMBOL MANUFACTURER MODEL TYPE DISCHARGE RECOVERY ELECTRICAL NOTES SG-I SIGHT GLASS FILTERBACKWASH CLEARPVC TEMP(DEG F) GPH TEMP RISE VOLT PHASE KW T-1 ;AK PAK TANK WATER STORAGE TANK SPRAYPADDRAM 40M GALLON COLLECTOR TANK • 1.9 WH-I ACORN S00004WHI TANKLESS 69 148.15 2] 206 1 872 1,2 UV-1 DELTA ELP58HO-HDPE UV WATER T REATMENT UNIT WATERTREATMENF 259 GPM MAX FLOW.(5)R7W LOW-PRESSURE UV LAMPS O.�S 240 1 2,5,E NOTES: WFA-I WATER ODYSSEY vim WATER PW3TURE ACTUATQR FEATURE ACTIVATION TOUCH AND GO HARD-WIRED ACFIVATORH[TI-ION LIO I RECOVERY RATE BASED ON 25 GPM FLOW WFA-2 WATERODYSSEY WW9 WATER FEATURE ACTUATOR FEATURE ACTIVATION TOUCHANDGOHARD-WIRED ACTIVATOR BUTTON I'IY 2 PROVIDE WITH WALL MOUNTING HARDWARE. WFA-3 WATERODYSSEY MSIK WATER FEATURE ACTUATOR PBATURB ACTIVATION TOUCH AND GO HARD-WIRED ACTIVATOR BUTTON I'10 WFA-4 WATER ODYSSEY We17 WATER FEATURE ACTUATOR FFATUREACTIVATIQN LAIMCTI PAD HARK-WBiED ACTIVATOR BUTTON I'10 WFA-5 WATERODYSSEY W617 WATER FEATURE ACTUATOR FRATURRACTIVATIGM LAUNCH PAD HARK-WIREDACIVATORHUTTON I.10 WFA-6 WATERODYSSEY W617 WATER FEATURE ACTUATOR Finn LAUHCI{PAD HARK-WIRFDACDVATORBUTTON 1.10 PIPE INSULATION SCHEDULE 2 WFM•1 WATER ODYSSEY WMY•10 WAl7:R FEATURE MANIFOLD WATRR PEA7URE FLANGED WALL MOUNTED DISTR®U710N MANIFOLD,IO VALVES APPLICATION TEMP RANGE MBULATION CONDUCTIVITY NOMINAL PIPE SIZE(IN) TYPE NOTES WFM-2 WATER ODYSSEY WMF-10 WATER FEATURE MANIFOLD WATER FEATURE FLANGED WALL MOUNTED DISTRIBUTION MANIFOLD.IO VALVES 2 ('F) CONDUCTIVITY MRT("F) 4" I••1.1/9.1-ID'-3. 4'•S' _S" NO1ES: 13TU X INRH X FT'X"F) 1.FURNISHED BY OWNER FOR INSTALLATION BY CONTRACTOR CW 40-60 0.21A27 75 0.5 1 0.5 1 1.0 - FIBERGLASSW/ASJ 1.2 2.FURNISHED BY OWNER AS PART OF FACTORY-ASSEMBLED WATER TREATMENT,CIRCULATION.&CONTROL SYSTEM SKID SYSTEM INSTALLATION SHALL BE PROVIDED BY CONTRACTOR. _ GENERAL NOTES: 3.PROVIDE WITH PRESSURE RELIEF VALVE&PRESSURE GAUGE 1.INSULATION THICKNESSES PER 2015 WASHINGTON STATE ENERGY CODE TABLE C403.2.9. 4,BREAKER PANEL IS POINT OF CONNECTION FOR ELECTRICAL SERVICE TO SPRAY PARK SYSTEM 2.PROVIDE WITH PVC JACKETING IN ALL EXPOSED LOCATIONS(UTILITY ROOMS,STORAGE ROOMS,ETC.) 1.UV TREATMENT CHAMBER IS POWERED BY UV CONTROL PANEL CP-3. 6,CONTRACTOR SHALL CONNECT UV TREATMENT CHAMBER AND UV CONTROL PANEL USING UV SYSTEM MANUFACI UREWS FACTORY W I R ING KIT 7,RAIN DI V ERTER FURNISHED WITH VAULT AND IIINGED LID FOR["ROUND INSTALLATION. BACKFLOW PREVENTER SCHEDULE R UNIT IS POWERED N IA PANEL CP-1. 9,WATER STORAGE TANK INCLUDES MANIFOLD OF(6)FILBER 35740 CARTRIDGE FB.TER ELEMENTS(NSF LISTED)FOR FEATURE PUMP SUCTION SYMBOL MANUFACTURER MODEL LINE SERVICE TYPE WATER PRESSURE(PSI) WEIGHT NOTES 10.CONTRACTOR SH ALL PROVIDE W I RI NO BETWEEN FEATU RE CONTROLLER CP-2 AND FEATURE ACTIVATORS ON SITE SIZE(IN) RP DC INLET OUTLET (LBS) II CONTRACTOR SHALL PROVIDE WIRING BETWEEN FEATURE CONTROLLER W-2 AND RAM DH ETER VALVES ON SITE. BFP-I WATTS 9 1.00 DOMESTIC WATER X X - 1.2 hyi' BFP-2 WATTS 9 200 SPLASH PAD X X 1.2 E Z NOTES: PUMP SCHEDULE I.PROVIDE WITH W YE STAINER,ISOLATION VALVES,&TEST PORTS. 2.PROVIDE WITH SEPARATE PRESSURE-REDUCING VALVE. SYMBOL MANUFACTURER MODEL SERVICE TYPE FLOW FLOW HEAD ELECTRICAL STARTER MOUNTING NOTES 3 (GPM) (GIRD) (FT) HP VOLT P/M$ VFD MFlG N/A O PP-1 SPECK 9SX SPRAYSYSTEM CENTRIFUGAL 231 - 1667.SD 201 3 XVFD SCHEDULE PP-2 PENTAIR XFK-12 RECIRCULATION CENTRIFUGAL 140 299 3 X BASEPP-3 STENNER BSMS CHLORINE FEED METERING BS 120 1 X BASESYMBOL .MANUFACTURER MODEL SERVICE EQU/PMENf ELECTRICAL NOTES pp-0 STENNER 45M5 ACIDFEED METERING 45 120 { X BASE 7.E �n SERVED INPU7(1%PN) OUTPUT(V/PH) HP NOTES. VFD-1 WEG CFW11 SPRAY SYSTEM LOOP PUMPPP-1 240/1 208/3 7,50 I,2 L PROVDED WITH INTEGRAL HAIR/LINT STRAINER VFD-2 WEG CFWJI RECIRCULATION LOOPI PUMP PP-2 24011 206I3 3,00 1.2 2.CLOSE COUPLED SELF-PRIMING PUMP CONFIGURATION, NOTES: I.FURNISHED BY OWNER AS PART OF FACTORY-PIPED WATER TREATMENT,CIRCULATION•&CONTROL SYSTEM,WIRING AND SKID SYSTEM INSTALLATION SHALL BE PROVIDED BY CONTRACTOR I-NEMA 12 HOUSING_ 4.STARTER IS FURNISHED AS PART OF FACTORY-ASSEMBLED X 0 2,PROVIDE AS PART OF FACTORY-ASSEM BLED,SKID-MOUNTED CONTROL PANEL ASSEMBLY. 5 PUMP IS POWERED BY PANEL CP-I.FURNISHED AS PART OF FACTORY-ASSEMBLED WATER TREATMENT.CIRCULATION,&CONTROL SYSTEM 0 � enginuity syste m s 4� SM12 .Evee P�UDI n% N incOmr.wn Y&0] wMw c�.,,,.MnYs�co�m CE PLAN CHECK BY DATE Ia.eEAQ APPROVED FOR CONSTRUCTION aelb a rc h i t e c is HALLER PARK SPLASH PAD SHEET NO. Nti CITY OF ARLINGTON OO�� H41C �A '°- DEPARTMENT OF M0.3 JAMES X KELLEY, P.E. �kfla PUBLIC WORKS MECHANICAL SCHEDULES s1LEr 1 PUBLIC WORKS DIRECTOR OF DATE NO. REVISION BY 18 95O P,,dlm AeE SA:O 45C a DESIGNED BY:JB DRAWN BY: KBT AL a^.,a W.A�B4oz PROJECT N0. P02.427 BID SET 21 MARCH 2O18 �� DATE APPROVED: _-;-`�Tt•440.f SYMBOL LEGEND ABBREVIATION LIST BASIS OF DESIGN GENERAL NOTES SYMBOL DESCRIPTION SYMBOL DESCRIPTION °F DEGREES FAHRENHEIT WATER STORAGE TANK VOLUME:4.000 GALLONS(NOMINAL) I PROVIDE SYSTEM STARTUP,TESTING,&ADJUSTMENTS OF ADA AMERICANS WITH DISABILITIES ACT INSTALLED SYSTEMS TO MEET PERFORMANCE AMP AMPERE RECIRCULATION FLOW REQUIREMENTS INDICATED IN THE CONTRACT DOCUMENTS. WASTE PIPING c REDUCER BFP BACKFLOWPREVENTFR MNIGNFLOUM :140 MIN TURNOVER):By VFD33 PM DESIGN FLOW:140GPM(MAINTAINED BY VFD) 2 OBTAIN AND PAY FOR ALL PERMITS AND CONSTRUCTION BTU BRITISH THERMAL UNIT FEES.FURNISH FINAL CERTIFICATE TO OWNER SHOWING —�� VENT PIPING �y STRAINER CFM CUBIC FEET PER M04UTE FEATURE FLOW:231 GPM(MAXIMUM;ALL FEATURE ON) COMPLIANCE WITH CODE REQUIREMENT& CW COLD WATER FILTRATION 3. CLOSE OUT DOCUMENTS AND TRAINING OF BUILDING -- -WFR— WATER FEATURE RETURN PIPING {, STRAINER W/BLOWDOWN VALVE&3/4"HOSE CONNECTION DC DOUBLE CHECK TYPE:PRESSURE SAND FILTERS OPERATIONS PERSONNEL IS REQUIRED FOR ALL MECHANICAL T OL DOOR LOUVER MINIMIINt AREA REQUIRED:7A0 SO FT. COMPONENTS,EQUIPMENT,AND SYSTEMS GOVERNED BY —WFS— WATER FEATURE SUPPLY PIPING -��� UNION DEG DEGREES FAHRENHER DESIGN FILTER ABEA:7695Q FT THE 201EWASHINGTONHALL ILUDEENERGYC OCDE CLOSEOUT DOCUMENTS S SHALL INCLUDE:RECORD DOCUMENTS,O&M DT DEBRIS TRAP MAIN DRAINS MANUALS,WASHINGTON STATE ENERGY CODE COMPLIANCE 1 S 1 NUMBER OF DRAINS: FORMS AND CALCULATIONS. c PIPE DOWN YY{--- 2-WAY SOLENOID VALVE EF EXHAUST FAN MINIMUM REQUIRED AREA(1.5 FPS):49.28 SQ.IN(EACH) EG EXHAUSTGRRLE DESIGN DRAIN AREA:12400 SQ,IN,(EACH) 4. LOCATE ALL VALVES,TRAPS,TEST PORTS,DAMPERS, .. PwFUP MULTI-PORT FILTER VALVE(WITH MANUAL ACTUATOR) EC ELECTRONICALLY COMMUTATED DESIGN VELOCITY AT DRAINS:030 FPS CONTROLS,CLEANOUTS,ETC.TO BE ACCESSIBLE FOR MAINTENANCE,ADJUSTMENT,&TESTING.PROVIDE ACCESS FD FLOOR DRAIN BRANCH-SIDE CONNECTION EXHAUST/RETURN AIR DUCT DOWN FFD FUNNEL FLOOR R DRAINWATER TREATMENT PANELS FOR ALL CONCEALED DEVICES DISINFECTION:LIQUID CHLORINE FDIC FURNISHED BY OWNER INSTALLED BY CONTRACTOR py CONTROL:LIQUIDMURURIATIC ACID 5 THE FIRST FIGURE OF DUCT SIZE CALLOUTS INDICATES PIPE OR DUCT BREAK(GRAPHIC ONLY-CONTINUOUS PIPE/DUCT) FUNNELDRAIN FPM FEET PER MINUTE SUPPLEMENTARY TREATMENT:UV DIMENSION OF FACE SHOWN OR INDINY APPED6LICABLE DUCT SIZES ARE NETEN ION DIMENSIONS PROVIDEANYAPPLICABLE DUCT FT FEET LINING AND INSULATION PER THESE PLANS AND PIPE SLOPE(DOWNWARD IN DIRECTION OF ARROW) �'� DUCT DOWN(ROUND) FU FIXTURE UNITS SPECIFICATIONS. GPO GALLONS PER DAY fi DUCTWORK SHALL BE 20"PRESSURE CLASS UNLESS o YSCO SURFACE CLEANOUT BACKDRAFT DAMPER GPF GALLONSPERFLUSH OTHERWISE NOTED ON THESE DRAWINGS OFF GALLONS PER HOUR J I L 7 CONSTRUCT STATE ENERGY CODE SE ACCORDING TO 201E WASHINGTON VENT THROUGH �—� FLEXIBLE DUCT CONNECTION GPM GALLONS PER STATE ENERGY CODE SECTION C4032,7.3. H HEIGHT BUTTERFLY VALVE I2X 12 CD-I DIFFUSER CALLOUT(SIZE,TYPE,CFM,50 FPM THROW) HP HORSEPOWER IL PROVIDE 5W/FT HEAT TRACE FOR ALL CW PIPING 1N -- 10027 UNHEATED SPACES-HEAT TRACING SHALL INCLUDE HW HOTWATE0. AUTOMATIC CONTROLS CONFIGURED i0 SHUT OFF THE HEAT PRESSURE REDUCING VALVE 12/12DL DOOR LOUVER W/SIZE LE INVERT ELEVATION TRACESYSTEM WHEN OUTDOOR AIR TEMPERATURES ARE IN INCH ABOVE 40"F OR WHEN THE CONDITIONS OF THE PROTECTED FLUID WILL PREVENT FREEZING PER 2015 WASHINGTON T'R hF CHECK VALVE —4— RETURN/EXHAUST/ ANSFER AIRFLOW INDW INDIRECT WASTE STATE ENERGY CODE C403.246 KW KILOWATT VI POUND 9. INSULATE CW PIPING PER WASHINGTON STATE ENERGY CODE 6 BALL VALVE O VACUUM GAUGE LB SECTIONCAU18 LBS POUNDS HOSE BIBB PI PRESSURE GAUGE MAX MAXIMUM 10, TOTAL STATIC PRESSURE NOTED IN SCHEDULES SHALL BE MCA MINIMUM CIRCUIT AMPACITY ASSUMED TOINCLUDE DUCT SYSTEM,TERMINAL UNITS, --® PUMP FS FLOW SWITCH MD MAIN DRAIN FILTERS,COU-S,ETC MFG MANUFAC U R 11. AIR TERMINAL SIZES SHOWN ON PLANS ARE NECK SIZES BFP BACKFLOW PREVENTER ASSEMBLY Q FLOW METER MIN MINIMUM PROVIDE ADDITIONAL PANS,HARDWARE,ETC,REQUIRED TO INSTALL AIR TERMINAL IN CEILING SYSTEM. MOCP MAXIMUM OVERCURRENT PROTECTION �O FLOOR DRAM VFD VARIABLE FREQUENCY DRIVE N/A NOT APPLICABLE 12 ALL PRESSURES LISTED ARE GAGE PRESSURES UNLESS n NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION OTHERWISENOTED ❑R FLOOR&FUNNEL DRAIN I WATER HAMMER ARRESTOR PD PRESSURE DROP 13. SEISMIC PROVISIONS ARE REQU IBED-REFER TO PH PHASE SPECIFICATIONS SPRAY FEATURE IDENTIFICATION TAG $ DR AN/BLOWDOWN VALVE W/3/4"HOSE CONNECTION PSI POUNDS PER SQUARE INCH _ PVC POLY%INYL CHLORIDE 14. COORDINATE IINSURALL AND MECHANICAL INTERF WITH ACE OF THEIRTRADES TO INSURE PROPER AND ADEQUATE INTERFACE OF THEIR QTV QUANTITY WORK WITH THE WORK OF MECHANICAL CONTRACTOR RD RAIN DIVERTER PROVIDE COORDINATED SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION RP REDUCED PRESSURE RPM REVOLUTIONS PER MINUTE 15. A SHORT DASH IN A SCHEDULE TABLE CELL INDICATES THAT SCO SURFACE CLEANOUT THE COLUMN HEADING IS NOT USED OR NOT APPLICABLE TO SP STATIC PRESSURE THAT SCHEDULED ITEM, SOFT SQUAREFOOT 1& REFER TO ELECTRICAL DOCUMENTS FOR SPRAY PAD SYSTEM TEMP TEMPERATURE GROUNDING REQUIREMENTS GROUNDING&BONDING SHALL TW TEMPERED WATER BE PROVIDED BY PROJECT ELECTRICAL CONTRACTOR. TYP TYPICAL E W ULTRAVIOLET Z V VOLT VFD VARIABLE FREQUENCY DRIVE VOLT VOLTAGE VTR VENTTHROUGH ROOF W WASTE G W WATT WH WATER HEATER - WI WIDTH r WFA WATER FEATURE ACTUATOR WFM WATER FEATURE MANIFOLD WFR WATER FEATURE RETURN WFS WATER FEATURE SUPPLY �q 3 O P 4 n enginuity } systems... PLAN CHECK BY DATE 0�rb a r c h i t e c t s REFERENCE 0 BfRn- APPROVED FOR CONSTRUCTION '" CITY OF ARLINGTON HALLER PARK SPLASH PAD SHEET NO. Q �N.14q+I SHET DEPARTMENT OF MOE1 JAMES X KELLEY, P.E.DATE NO. REVISION BY ,B PUBLIC WORKS DIRECTOR 11poo- PUBLIC WORKS MECHANICAL GENERAL INFORMATION x DESIGNED BY:.1B DRAWN BY: KBT AL i ,°,"hi a a'" P02.427 BID SET 21 MARCH 2018 of a DATE APPROVED: 33b/2-4901 PROJECT NO. SHEETS 6"CONCRETE SLAB PER PLAN-PROVIDE BROOM LINE OF VERTICAL — 1/2"x6""PEEL TOP"JOINT FINISH AS APPROVED SURFACE AT SIMILAR FILLER,REMOVE TOP&FILL CONDITION I WI SEALANT,SIM -#4 N ER D S WET DECK SLOPE CENTERED IN SLAB SLOPE \ I I —CONC.DECK SP2.1 SP2.1 PER PLAN SLOPE t a L a —x—% !61 CONC DECK SLAB F. N MI .' � THICKEN ALL SLAB EDGES TO ao MIN.' 7 1 6"MIN DEPTH �- 8 =�"MIN CRUSHED SURFACING SUBGRADE PER GEOTECH MATCH CIVIL '4 STRUCTURAL FILL PER SOILS REPORT NOTE:PROVIDE EXPANSION JOINT WHERE SLABS MEET ALL VERTICAL SURFACES,TYP. REINFORCING DOES NOT CONTINUE THRU JOINT. SIMILAR AT ALL CONCRETE VERTICAL ELEMENTS. CONC WET DECK SLAB EXPANSION JOINT 1 1/2"=V-0" (det-24.dwg) SP7.1 SP2.1 1 1/2"=T-0" (det-26.dwg) SP1.1�SP2.1 CONC DECK SLAB OR WET DECK SP2.1 SP2.1 WET DECK REMOVE PEEL TOP& Ti.P.1/ PlS FILL W/SEALANT SAWN OR TOOLED JOINTSP1l4 DEPTH OF SLAB WITH SP2 .1 1/2"x6"DEEP JOINT FILLER SEALANT&BACKERROD W/"PEEL TOP" Z.z — :3 v - E — — z o w .� 5/6"Ox1B"SMOOTH DOWELS 36"OC,GREASE ONE END cli TYP REINFORCING DOES NOT CONTINUE THRU JOINT 5 31 NOTE:CONTROL JOINTS TO BE DONE AS PART OF 3 CONCRETE STAINING PATTERN BY OWNER.COORDINATE SEQUENCING WITH OWNER AND CONC.STAIN APPLICATOR. g DOWELED EXPANSION JOINT CONTROL JOINT r2 11/2"=1'-0^ (dot-23.dwg SP1.1 SP2.1 1 1/2"=V-0" (det-22.dwg) SP1.1 SP2.1 w `m x 8` a W 4" 0 6" 1' 2' 1 112"=V-0" E INPLAN CHECK BY DATE APPROVED FOR CONSTRUCTION IQ/1{�$/chitect:' CITY OF ARLINGTON HALLER PARK SPLASH PAD SHEEFEETNOE 1 DEPARTMENT OF SP2.1 JAMES x KELLEY, P E '� SPLASH PAD DETAILS SHEET PUBLIC WORKS DIRECTOR PUBLIC WORKS DATE NO REVISION BY 0 a DESIGNED BY: DRAWN BY i sP0Poma Ave ssao25U D DATE APPROVED: 253-5 i--0UU3 PROJECT No. P"�•-� BID SET 21 MARCH 2O18 SHEETS GENERAL NOTES 1, ALL NEW SLAB SURFACES SHALL SLOPE AT 2% MINIMUM AS GOVERNED BY THE STATE HEALTH CODE AND 5%MAXIMUM AS GOVERNED BY ADA CODES. 2. COLRD SLOPES WITH CIVIL AND CONFIRM THE ADJACENT WORK WILL PROVIDE A CONTINUOUS DRAINAGE PATH, 3. ALL NEW SLAB AND BENCH TOP SURFACES SHALL RECEIVE A BROOM FINISH FOR A COLORED CONCRETE SEATING AREA DECK SLAB NON-SLIP TEXTURE WHEN WET.BROOM FINISH SHALL BE IN DIRECTION OF SLOPE FOR CONCRETE'WET DECK SLABS T1SP2.1 DRAINAGE. SP 4. ALL SPLASH PAD CONCRETE SURFACES WILL EXPANSION JOINT PER RECEIVE A STAIN COLOR PATTERN BY OWNER. .1 PROTECT THE CONCRETE SURFACES AS SP7.1 SP2 32'-7" NECESSARY TO ALLOW FOR THE APPLICATION OF THE STAIN COLORS. N 10_g 7 5. THE STAIN COLOR APPLICATOR WILL SAWCUT I{--- I CONTROL JOINTS IN ORDER TO FILL AREAS ds BETWEEN JOINTS WITH A COLOR.COORDINATE REQUIREMENTS WITH OWNER AND 20'5- - T 18.4 3/4• �Q /� APPLICATOR FOR THESE REQUIREMENTS. 1%SLOPE Q 6. ALL CONCRETE SLABS AND BENCHES SHALL MIN.,TYP. �:�" BE SEALED WITH STAIN MANUFACTURER'S CURING MEMBRANE/SEALER THE SEALER SHALL F HE BROOM FINISHED CONCRETE SURFACE. 4es1�• j �RC LEGEND � j 71 .N 71.75" 2 ® (4)DRAINS-PAIRED PER MECHANICAL N 3 t DOWELED EXPANSION JOINT,PER 4/SP2.1 t R�; pplN• 71. 77. 2%MIN. 2�i) 1g 'm EXPANSION JOINT,PER 3/SP2.1 7 —� 4- 8 R34'-71/8" ------ TOOLED OR SAWN CONTROL JOINT, �g(I R77. NONE SHOWN.SEE 2/SP2.1 21'-10 1/2" 8' 20'-0" � e�'e' CHANGE IN PLANE OF SLAB w z 1j8 i3 72.00' N D Nits; E b 16'-27/B" 4-0" Z 72. 74.83' g ` 2"KNOCKOUTS FOR —- --� 74 '� DRAINAGE,SEE o O t 2 SP1.15P2.0 x E 0 F 7 a SPLASH PAD SLAB PLAN 1 B' 4' 0 8' 16' 1/8"=V-0" (pl_splashpad.dwg) SP1,1 SD1.2 � 1/8"=T-o" Msiiiiiiio E REFE PLAN CHECK BY DATE APPROVED FOR CONSTRUCTION orb a r c h i t e c[s CITY OF ARLINGTON HALLER PARK SPLASH PAD SHEETENC NOE DEPARTMENT OF SPLASH PAD CONSTRUCTION, SP1.1 UBLIC X KES DI PE CT PUBLIC WORKS ELEVATIONS & DRAINAGE PLAN DATE NO. REVISION BY FUDUC WORKS DIRECTOR DESIGNED BY: DRAWN BY: s50Pacifi.Av sutease OF a Taco—,WA 95402 PROJECT N0. F02-42 BID SET 21 MARCH 2O18 �HEE15 DATE APPROVED: 258-572-903 HOLES 4 RER. 1' FROM EACH 2.5" HMA CL-1/2, PG 64-22 ONE IN FOR E M IDDLEE.. DRILL HOLES THRU ND AND SEE NOTE 3 SEE SPECIFICATION SECTION 32 12 16 WIDTH MICS SEE PLANS PAVEMENT. DRIVE 24" LONG REBAR THROUGH (ASPHALT PAVING) WHEEL STOP AND PAVEMENT INTO SUBGRADE. EDGED GROOVE/EXPANSION JOINT 4" CEMENT CONCRETE SIDEWALK o 6" CRUSHED SURFACING BASE COURSE. SEE PLAN CONTRACTION JOINTS SHALL BE AT 5.0' SEE SPECIFICATION SECTION 31 20 00 INTERVALS. EXPANSION JOINTS SHALL BE (EARTH MOVING) .` AT 15' INTERVALS. c o EXISTING SUBGRADE (SEE NOTES) 4" MIN. CRUSHED SURFACING BASE COURSE 0. EXISTING SUBGRADE (SEE NOTES) �+ 1 J . NOTES: NOTES: p/ GROUT SMOOTH AT TOP OF REBAR 1. COMPACT EXISTING SUBGRADE TO AT LEAST 95% OF MAX DRY DENSITY PER ASTM D1557. 1. SEE SPECIFICATIONS SECTIONS 31 20 00 (EARTH MOVING) AND 32 13 13 5 1" RADIUS 2. SEE SPECIFICATION SECTION 31 20 00 (EARTH MOVING). (CONCRETE PAVING). 2-1/2" TYP PREFABRICATED WHEEL STOP 2. COMPACT EXISTING SUBGRADE TO AT LEAST 95% OF MAX DRY DENSITY PER ASTM D1557. C ASPHALT PAVEMENT DETAIL 2 CEMENT CONCRETE WALK/TRAIL DETAIL 1" TOP OF PAVEMENT r!9 (3) #4 REBAR 2'-0" LONG PER WHEEL STOP WHEEL STOP DETAIL 3 N.T.S. r _ 2'R o W' IIOX3112'CAP O SIEVE-1 a` X W XVCOLLAR 3'R EXISTING CONC. WALK SLEEVE LID LID SQ TOPVIEW TOP VIEW SIDEVIEW SO�R1' (J Y SCH 40 PIPE 1/4'CHAIN 10'LONG WELDED E �} TO PIPE AND COVER 1WX317 z WELDEDTO%PE 4" WIDE, WHITE �y" �1 r j J PAINT LINE / BSOr I WALL BATTER FILTER FABRIC TO BE A-,. 3'SCH 4DPPE ` FROM VERTICAL —CAPSTONE ANDPLACEDWA LROCKNTOPSOIL / aI?OM AND WALL ROCK ACCESS PARKING 4 PPE SPACE SYMBOL TAPE L SEGMENTAL p I 1NCTAB WTH T RETAINING WALL 4" WIDE, WHIITf 314'TABWRH IOISLEEVE OPEN LID SLEEVE CLOSED o PAINT LINE (T , %� ® WHEEL STOP ',� 1I7 X 1 In• ISOMETRIC BACKVIEW UNIT p" SEE DETAIL 3 (THIS SHEET) sLor ' F)VOIED WALL HEIGHT z° ayn LANS � ACCESS PARKING e t�. ryADE3-SEE7P �I AS SHOWJ JAS SHOW SIGNAGE �RETgINED SOIL ON PLAN9'-O"MIN ON PLAN 9'-0"MIN. SAVOO1uWcurW X5'COUAR FINISHED GRADE—WELDEDTO l� WELL-GRADED GRANULAR WALL ppE `_ PACTED CRUSHED ROCK EMBEDMENT DEPTH(SEE NOTES)�Tr / / ••/ RODRo78MTo16e 2 1. AN ACCESS PARKING SPACE SYMBOL IS REQUIRED FOR EACH ACCESSIBLE PARKING STALL. A BLUE ——� FOR DRAINAGE B'DEPTH I /\ � LEN TT1AN 10%FN1E8 U SLEEVE SLEEVE o' BACKGROUND AND WHITE BORDER ARE REQUIRED WHEN THE SYMBOL IS INSTALLED ON A CEMENT FRONTVIEW ISOMETRIC SLEEVE IN CONCRETE ? CONCRETE SURFACE. SEE 1101E —TOE DRAIN NOTES: PIPE VENTED TO DAYLIGHT 2. ALL ACCESSIBLE STALLS SHALL HAVE WHEEL STOPS. PLACE WHEEL STOPS IN OTHER STALLS WHEN 1.BOLLARDS SHALL BE FAIR WEATHER SITE FURNISHINGS MODEL SPR-R,OR APPROVED EQUAL OR CONNECT TO STORM DRAIN SYSTEM p SEE NOTE BELOW 15 SPECIFIED IN THE CONTRACT. WHEEL STOPS SHALL BE APPROXIMATELY 6" HIGH AND A MINIMUM OF 6' 2 INSTAHATIONTOBECOMPOVEDFOR IN CONSTRCTION CONTRACTOR SPECIFICATIONS NOTE: 3 THIS DRAWING IS NOT APPROVED FOR CONSTRUCTION CONTRACTOR TO SUBMR CUF SHEETS OF PROPOSED BOLLARD FOR a LONG. APPROVAL PRIOR TO MANUFACTURING fE00E OF TRAIL ♦C 1 THE PURPOSE OF THIS DETAIL IS FOR INFORMATION ONLY THIS DETAIL SHALL NOT BE USED BY THE CONTRACTOR FOR CONSTRUCTION THE CONTRACTOR SHALL PROVIDE A SHOP DRAWING DESIGNED 3 ALL ACCESSIBLE STALLS AND ACCESS AISLE SHALL NOT EXCEED 2% IN ALL DIRECTIONS. SPECIFICALLY FOR THIS PROJECT,AND STAMPED By A PROFESSIONAL ENGINEER REGISTERED IN THE STATE Tp STEOCIILLOCATION OFWASHINGTON.THE CONTRACTOR'S ENGINEER SHALL VERIFY EACH DETAIL FOR ACCURACY AS IT PERTAINS TO THE WALL DESIGN FOR THIS PROJECT loa I •a 40� -soc TYPICAL GRAVITY WALL SECTION PYELLOWS c ; RIEB (N G 4 N.ADA PARKING STALL DETAIL mm p E THIS R. � FIO51►A pED RAMP OR AC PAVEMENT EDGE � EDCEOI IRAI am Know what's below. REMOVABLE BOLLARD DETAIL TYPICAL GRAVITY WALL DETAIL Call before you dig. 5 N.T.S. 6 N.T.s. " PLAN CHECK BY DATE Otb a r c h t e c t s REFERENCE c� APPROVED FOR CONSTRUCTION CITY OF ARLINGTON HALLER PARK SPLASH PAD SHEET NO. vea �Qfj C4.3 DEPARTMENT OF JAMES X KELLEY, P.E. `�� PUBLIC WORKS NOTES AND DETAILS SHEET DATE NO. REVISION BY b PUBLIC WORKS DIRECTOR oaanl+®�A �S 90o Pa"ili,Av,S,ihF.1,,0 $OF a DESIGNED BY: DRAWN BY: �g/a4A1 ash Q1•$ mua s�.A 98407 P02.427 BID SET 21 MARCH 2O18 Ky' DATE APPROVED: 253-572190a PROJECT NO. SHEETS Y BJrI YYY YY YY YYJBIWWW NOTES: ( 13'CC 1-WNHOIES ro BE CONSTRUCTED N ADCORBAWE wRH ]FOR DEP HB MR zs•MANHOLE RASE BLAB DESIGN I ' ASHTO M-15B((ASfM C A]B))UA63 OT+EwWRE SHOWN S BE DESIGNED IN A SIRUCNRN ENGINEER. ON PWTB OR NOTD N MIAS SPT[nCA1KM6. ( 12' I ^N B ALL INIFAIOIt NA IXIDEICR JOIGR ro BE E 1/2-o 3/4'oN UTT 1101E r 2,Au RID 40BB.D CAM w nACC CONCRETE IN CH E (SEE GRWf SPECIr�CA"MH WHIR ro BE 1/z' 1/2'TNCK MSISS L00040 HOLE mr)S PJA= CIA65 4000.M BE CLASS Z`0 C.—PR N CHM:NEL TNCK BNNUY AND]'ED P SIDE E JONI YNIMUM. NTO 9MElF 9HLLL E CLASS GOOD.NL P11EGSf THEY MUST BE BLSPPFRTFD PRIOR ro BIDI(FYl B PLACES CONCRETE SHALL BE CLASS AMB ]/e'HIGH CLEATS AND 6•Gl9KETFD 2,P4KGSi RAI F BE.—..III MolRr. B.OTEBEAIA�Y�KOR-I>-SFAL TACmRV NSEALLED uT7IXS G{P CAST IRON LOCKING BOOTS ARE ALWNED ]'RA6ED IETTEI6 p RING AND COVER 4.AIL STRENGTH REINFORCING N SHALL BE AWN IN T ONE 512E LARGER DIA. MEW 9HAU`M THE mA100 PSI AND IN PM CEO N THE 10.M1NIIWFS 5'-7'DaP MUST E MT 111P3 R-S/te'lYP THAN PIPE DIA. UPPER NAF Di TIE ME WITH 1'MINM111Y CaARANCE A A LABELED'SEWER' 5 tumor HOLE SIZE IS ELEVATION m• CLASS 4DOO O�II EQUAL TO PIPE OUTER 14L7 CONCRETE 30.SO PAVED ( 1 WNIEIER PLTA T2' SURFACE MANHOLE WALL RING AND COVER 3/4'RIBs / (rcD RErutTDR UNPAVED AREAS PIPEK3�6w1 R'E'OR \ SEE 55-030 a N.ID6 1 ki.D NFFaC1DR 4W LLANIKIIE,54'fOTI •, J--�ADAlBMM EcnoN A BMNEe HOUMIOBTA E F 17 BETWEEN Hour Is j: y4' 'r PLAN BECHANKiK ENO R'(BEASI,THE ON THE y OF PIPE PLUG. NLSIDE W THE WITH EEG. MWIgLE) M —PISfA1 cM[ CNERNE TYPE R r�`-r. fttaHlec u•AEss PLAN �T_� 9.uPoOS ON mES, Q I mHIX11KE SMC/EA) //���\ � O C LDGTON AND �— ro..wonlnc \ �_�7/� 9...F sTTPs K.ss 060 � MR EL MVIMLE LJ �— 1/2•GRADE BO STEEL W� L O BORON AND SIFE •?• ,, REINFORCING BAR(ASTM A-515) ( NOTE�1 O U RHALL E APPROVED $m mm B ANO WARRANTED BY THE MANHOLE mPP11ER. PROYLENEASTY 4101 PfS .00I STEP wEETS ASTM C-476 unoEw SECTION A-A PAVED AREAS MAX HOLE WE 5 12• •'-• ADDER L MR 4B'YNMNKE,24' �E SEE A-D4D F7 . E'011 54•BANHOu.(SEE A SLOPE I 1/2'/Ff(11AN SEE NOTE 1 NDIE_s 5.a ABOVE) . SHOLF UCr AND AND 20' }:•.: �� sxE2P ro THE GROAN of THE •• 3 PIPE BOO .;} .E.ro.cwc Bras tra PREc cT SECTION A-A BISBE BAY.nH NIIDAV!4sFN o.15 m 12"CAST IRON LOCKING RING AND COVER O•• ti/A N wH vmcMOM 1OR 4e' OLYMPIC M1025 OR APPROVED EQUAL o.. MORTAR Euln a"soa/n w u I NOTES: y A f.' mcnow FOR 54'ON '. ;•. IAgEWi BAST W1FW MORAL RISE. WMOI[IIMICS SEWI ME UCAv e0N COH`a-_m 111E M_OM[Y[N15 Or AASnO B Iq,GRADE A6 - {L- ♦•: CRUSHED IRWACNO BASE COURSE 2.MARI ca"TO K DUcrILE IKON CONFORMMKi ro ASfM A5]B,OR BD-:S-OB OLriPIC FWNRVH PANT U 4e' •• T eqt p Aia1AD TO M. W-L.4]o O.AIPRDeID EDLLV- 61'W-Y —�►'� �' _ ].LOCKING COVER ro BE USED IN Au LOCAMONB.THE LID SHALL BE LOCKED DOWN WITH]-5/e'SS NOTES: E SOCKET HEAD GAP WREWR SIDE ELEVATION BEPARAE cLsf N PINCE 845E 4.RING NO OOVER Neu K 1 MRAalRwc or HI rw vwL eE BUIrtD r1 srm ED°O,Am r. 1 CLEAN-OUT PIPE AND FITTINGS SHALL BE THE SAME MATERIAL AS THE SEWER MAN. z OR SEPARATE PREO BASE NOTE: a 5 ALL CA5mm m HAVE A BINYI m COAONO BDydCMG Blal QOB E[NJMR BASE ONL1T 1.SfEPB LOCATED IN RISER SECTIONS SHALL BE B'. 2. A SANITARY TEE,SWEEP,OR SIFLUCHi TEE IS NOT ACCEPT ABLE TO ODD BD N�N EACH DWXRON MR]4'ON J PSEWER REVENT UB VALLAGE TBE E)<TENOUT LAND EYON MINIMIZE OPERTCTSLI E AND ER UTILI UnUTY TIES WHEN SERVICE TO BUILDING IS ACCOMPLISHED. B"B Vt Y O uIwIN w u m1LR71mE►a PDiIC RDA SIAINAb T\ pA 4wffe w A EYE DEPAR UM DI PORTIC HORNS C,t\ p f •I�w 4 W DAMN OF Pax WOWS/ANDARD DFTAI E\S 1 ri n 4 eAN DVA;D OP F'DS2C t0�1 STANDARD G[TAl STANDARD PETAL A 4A. .mAI� STANDARD DETAIL WUBBER wmn• STANDARD DETAIL WVMBER SIXnn2N� STANDARD DETAIL NUMBER ••' nn1/.. STANDARD DETAIL NUYBO .�.. ® ®k AM_.N SS—010 MANHOLE COVER SS-030 '4, to �AAOH SEDER CLEANouT SS—Of30 ZI 4<AAL:�o� MANHOLE TYPE 1 'E�AA L.�o Arc. 0 I HOLE TYPE 1 2. MANHOLE CO nMANHOLE LADDER STEP nS WER CLEANW MAN L VER N.T.B. AA •* N.T.S. N.T.B. 5 LT 6 Li F Know what's below. a Call before you dig. PLAN CHECK BY DATE CITY OF ARLINGTO vr a T c e C' REFERENCE APPROVED FOR CONSTRUCTION b h [ N HALLER PARK SPLASH PAD SHEET NO. C4.1 N DEPARTMENT OF JAMES X KELLEY, RE AND DETAILS SHEET PUBLIC WORKS DIRECTOR PUBLIC WORKS g OF 8 DATE N0. REVISION BY eo1•e®` PAS BSOPDciScAve,Suile•450 21 MARCH 2O18 a DESIGNED BY: DRAWN BY: /DNA6 dp �q• T,O WA 98402 P02.427 BID SET SHEETS 5' DATE APPROVED: PROJECT NO. LEGEND M PROPOSED CONTOURS I \ a ,2 EXISTING CONTOURS ❑ ! �2� XX.XX FINISH GRADE (UNLESS OTHERWISE NOTED) GENERAL N❑TES 7 HIGH POINT 1. PROVIDE TRAFFIC CONTROL AT WEST COX STREET AS REQUIRED FOR UTILITIES CONNECTION WORK WITHIN THE ROADWAY RIGHT-OF-WAY. O 2. SEE THE ELECTRICAL PLANS FOR SITE LIGHTING. 3. SEE THE MECHANICAL AND ARCHITECTURAL PLANS FOR SPLASH PAD WORK. 1 4. SEE SPECIFICATION FOR ADDITIONAL UTILITIES REQUIREMENTS. (E)GRAVEL PARKING 5. ALL WORK SHALL CONFORM TO THE CITY OF ARLINGTON STANDARDS AND SPECIFICATIONS. 6. ALL UTILITIES SHUT-DOWNS/OUTAGES SHALL BE COORDINATED WITH THE CITY OF ARLINGTON PRIOR TO ANY WORK. j 7. EXISTING UTILITIES SHOWN ARE TAKEN FROM CITY OF ARLINGTON UTILITIES RECORDS AND HAVE NOT BEEN FIELD LOCATED. CONTRACTOR SHALL ARRANGE (j O�- AND COORDINATE UTILITIES LOCATE AND PROVIDE A TOPOGRAPHIC SURVEY PRIOR TO ANY WORK OR ORDERING OF MATERIALS. CONTRACTOR SHALL LOW 1.0% NOTIFY THE CITY IMMEDIATELY IF PLAN WORK CANNOT BE PROVIDED AS O 71.E 14��72.00 04(SW) SHOB. SEE SHEET C4.0 FOR EROSION CONTROL NOTES. BEGIN WALL 77.84 1 (PAp 9. SEE SHEET C4.0 FOR TRENCH DETAIL. N:441568.9 / 10. SEE ELECTRICAL PLANS FOR SITE LIGHTING. Q E:1324568.9B9 ! e LOW POINT 11. CONTRACTOR SHALL COORDINATE ALL WORK WITH THE CITY OF ARLINGTON PRIOR TO COMMENCING WORK. /71�84 72.3t 12. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 1 ` UyQ Z2.D/" 72.31 7125 OS(� 72.00(PAD) 'O 72��7 QQQ777151E�� pp KEY NOTES: o a�a>< � 72DD(PAD) 73.33(T 1 \ ,�>< �1 EXISTING 6" CURB. 772-0 (TP SPLASH PAD 73.33(S _ 4� FINISH GRADE AT BASE OF CURB. O O p 73.33 (SW) 72.0' 72.00(PAD) 1� 6 15 73.50(TW) 3 �22.62JSllf) �3 SEE ARCHITECTURAL PLANS FOR SEATWALL DESIGN. SEAT WALL SHALL HAVE 2" MINIMUM REVEAL ALONG WALK. - p Y 72.00 (PAD) 73.33 S _ 69.95(FG) 71.5(FG) 7a 33 (TW) 72.00(PAD) ® 3" CONCRETE CURB. p 73.08(SW) 720(PAD) ( - e 70.6 (FG) 72.00(PAD) ( 73.33(LANDING) I 18 ❑5 ADJUST EXISTING CLEANOUT TO GRADE SEE DETAIL 1 O __-_ ,`.., 73.50(TW) 24 Ff= .5 [L.L3-101a7/ 73.33 (SW) _ © PROTECT EXISTING GUY WIRE. j (FG) 7133 7200(PAD) • �'�O� 71 GRADE TO DRAIN AWAY FROM BUILDING AND TOWARDS YARD DRAINS(CONCRETE INLETS). (TYP) 19 n 72.73(SW) 7 e 72.00(PAD) a �.33(LLAAND ) 1 TYP 1 2' MAXIMUM BLOCK WALL. SEE DETAIL EN ALL 73, i 6 C4.3 2 N:4411 7.4 � 2.00(PAD 13 �9 CONCRETE PAD PICNIC AREA. SEE CONCRETE PAVEMENT DETAIL 2 E:132 19.1 71.65 (FG) 14 74.00 ) - 23 74.6# C4.3 ��,ryy ip ADA PARKING STALLS SLOPE AT ADA PARKING STALLS SHALL END OF WALL 73.7i 73 9 74.20( (FG) V' E NOT EXCEED 2%IN ALL DIRECTIONS. SEE DETAIL 4 0 72.30 7 SD 9 (S1N (g� ° 74 5 4.6t 5 11 ASPHALT PAD. SEE DETAIL 3 C4.3 11 0 (FG) (FG) I� 4 (FG) (FG) C4.3 /I 74.0 4.2t 1 0 7 8t / 7 .75t FG 74.60(SW) 12 12' WIDE ASPHALT TRAIL. SEE DETAIL C4.3 (MATCH EX) (FG)•� (fG ( ) (FG) ,� 13 12' WDIE CONCRETE TRAIL. SEE DETAIL 2 22 O O o (MATCH EX') 7 (S� 73.41 (LANDING) w 14 CONCRETE WALK. SEE DETAIL C43 // ' ❑7 73.8 _ 73.8f 6 e ,y m� 15 PUMP HOUSE (MECHANICAL BUILDING. SEE MECHANICAL PLANS. (FG) (F �� 7t 16 SPLASH PAD. SEE ARCHITECTURAL PLANS. -+ �� 'z F 74.It 74 t 74.8t (FG) S 17 STORAGE TANK. SEE MECHANICAL PLANS. t0 (EX) FG (FG) FF=73.0 ( ) (S r � 16 EXISTING RESTROOM BUILDING. ® � � �l 14 19 PROVIDE REMOVABLE BOLLARDS. � f a 20 PROVIDE PAVEMENT PATCH. SEE DETAIL CA 0 � 7 7 f i5 �{ MATCH DUST.) Q L 21 GRADE TO MATCH EXISTING 03:1 MAX SLOPE. � I ATCH EXIS 22 RESTORE EXISTING GRAVEL SURFACE W/CRUSHED SURFACING TOP COURSE, PER WSDOT STANDARD SPECIFICATION = 9-03.9(3). COMPACT TO 95%MAX DRY DENSITY. _ 23 TAPER CURB TO FLUSH TO PROVIDE ACCESS TO FROG SCULPTURE. -S 24 CROSS SLOPE AT CONNECTING WALK SHALL NOT EXCEED 2R. _ so-so L o f GRAPHIC SCALE 20 COX STf2EET �c " `� " p .0 N20 d (IN FEET) X PLAN CHECK BY DATE orb a r c h t e c t REFERENCE lleCpp` APPROVED FOR CONSTRUCTION CITY OF ARLINGTON HALLER PARK SPLASH PAD SHEET No. DEPARTMENT OF C3.1 R SHEET {3 JAMES X KELLEY, P.E. PUBLIC WORKS GRADING AND PAVING PLAN PUBLIC WORKS DIRECTOR 4 of$ o DATF NO. REVISION BY seoF,6iloNve sncevso DESIGNED BY: DRAWN BY: �B�o�L T:,�-a WA 98 02 PD2.a27 BID SET 21 MARCH 2018 ;}F_tT a g'� DATE APPROVED: 253572-1903 PROJECT NO. LEGEND CONSTRUCTION ENTRANCE "' — 13 \ ASPHALT TO BE REMOVED — _ S ASPHALT TO REMAIN = = —/ 2 \ \ T- A GRAVEL PATH TO BE REMOVED CLEARING/WORK LIMITS �/ \ O HIGH VISIBILITY FENCE i f I \ SILT FENCE --- - 1- I 5 GENERAL NOTES I 9 I 5 1. SEE SHEET C4.0 FOR EROSION CONTROL NOTES. II 2. CONTRACTOR SHALL PROTECT EXISTING UTILITIES THROUGHOUT CONSTRUCTION. ,J I I 6 ' t 3. SEE SPECIFICATION 31 25 13 FOR ADDITIONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS. 10 4. THE CONTRACTOR SHALL COORDINATE SITE ACCESS WITH THE CITY OF ARLINGTON PRIOR TO ANY WORK O OR FLAGGING OF CLEARING/WORK LIMTIS. PUBLIC ACCESS SHALL BE PROVIDED BY THE CONTRACTOR TO THE RESTROOM BUILDING, PLAYGROUND, OR OTHER PARK AREAS AS DIRECTED BY THE CITY OF ARLINGTON. ALL WORK SCHEDULES SHALL BE COORDINATED WITH THE CITY OF ARLINGTON. 5 1 I 1` 5 1, \ KEY NOTES - i . M PROTECT EXISTING PLAYGROUND AREA. NO ADDITIONAL WORK IN THIS AREA. 12 1 n DEMOLISH EXISTING ASPHALT DRIVE AND SIDEWALK FROM BOLLARDS FROM WEST COX AVENUE TO EXTENTS SHOWN TO THE w NORTH. �3 DEMOLISH EXISTING CONCRETE BENCH PADS. RETAIN AND STORE BENCHES FOR CITY OF ARLINTON. E z �4 REMOVE AND STORE FROG SCULPTURE FOR CITY OF ARLINGTON. COORDINATE WITH CITY OF ARLINGTON NEW LOCATION FOR 5 FROG SCULPTURE. �5 OVERHEAD LIGHT POLE AND POWER LINES TO BE DEMOLISHED BY SNOHOMISH COUNTY PUBLIC UTILITY DISTRICT. FILL DEPRESSION WITH FILL MATERIAL. E © REMOVE EXISTING BUSHES. �7 REMOVE EXISTING GRAVEL PATH AS SHOWN. MATCH NEW EDGE OF GRAVEL PATH TO PROPOSED CONCRETE WALKWAY SEE / U SHEET C3.0. F 6 EXISTING GRAVEL PICNIC AREA TO BE REMOVED AND REPLACED WITH CONCRETE PAD. Ll i �9 EXISTING GRAVEL PATH TO REMAIN. LANDSCAPE LOGS AND BOULDERS SHALL BE REMOVED AND SALVAGED BY THE CONTRACTOR AND DELIVERED TO THE OWNER. S / / 2 10 FI-11 PROTECT EXISTING UTILITIES. 2 // i 12 PROVIDE CONSTRUCTION ENTRANCE. SEE DETAIL g, 13 PROVIDE SILT FENCE, SEE DETAIL 1 10 \ e, C4.0 @ 14 APPROXIMATE LOCATION Of CUT 1N GRADf FOR NEW SPLASH PAD. y( 1 \ fl 5-1 PROVIDE NEAT LINE SAW CUT AND PAVEMENT PATCH CIO HOT TAR AND SEAL JOINT. LV 11 11 r: 16 REPLACE/REPAIR EXISTING CHAINLINK FENCE UPON COMPLETION OF CONSTRUCTION. I 1 [�T LI 16 16 �o o—o—o—o— o—o-0 0 o- 0 0 0 0 0 0•-0-0 0--0- -o—o—o-0 0 0 w—o—n--- ¢z 15 15 - GRAPHIC SCALE [a WEST COX STREET ( 1N FEET) ----Its-- _; •� [s is ss A V x '11VVv x tt PLAN CHECK BY DATE Orb a r c h t e c t REFERENCE 6, YcCO APPROVED FOR CONSTRUCTION CITY OF ARLINGTON HALLER PARK SPLASH PAD SHEET NO. DEPARTMENT OF C2.0 E JAMES X KELLEY, P.E. TESC AND DEMO PLAN SHEET v DATE N0. REVISION gY '� "c PUBLIC WORKS DIRECTOR PUBLIC WORKS 2 OF 8 nso „r.k A-Swig.nso DESIGNED BY: DRAWN BY: Iacoin3 WA 98,02 P02.427 BID SET 21 MARCH 2O18 b.,--I PROJECT NO. SHEETS DATE APPROVED: 25as - LOCATE OWNERS FROG SCULPTURE HERE IN PLANT BARK (E)PLAY AREA BEYOND INCORPORATE CONNECTION FOR ADA ACCESS AT PLAY AREAS AT(E)LOCATION LIGHT POLES,PER ELECTRICAL PATH AND PAVED SEATING WALL. RETAINING WALI- --I a WEST COX STREET SEATING AREA LANDSCAPING BY OWNER CONCRETE WALK- RESTORE ADJACENT BEYOND 7.7.63' / LAWN '74'73.33' 71' \ v 14�� �I +I I II II-II I• - !L � -•�I _ t-R=ti-I rn1ir� t tT - -I--il-- I- �I=TR ,It_ .-- I -o ui}-l_9ui -�=r{n T g - - - _ L - t - --u- f IWI-u rl� I �IIIJR- _I_ .:II T SPRAY DECK AREA SITE SECTION: NORTH-SOUTH 1 1/16"=1'-0" (sec-01.dwg) 501.2SD2.0 LIGHT POLES,PER ELECTRICAL o CONCREII'E:WALK SEATING WALL SPLASH PAD.COORDINATE PUMP HOUSE TO B PER CIVIL CMAt LAYOUT AND INSTALLATION E PROVIDED BY CXT REQUIREMENTS OF FEATURES RETAINING WALL WITH MANUFACTURER z MANUFACTURE o CONCRETE WALK,REFER To CIVIL ASPHALT PARKIN ' 73.33' ii 7 4 , N VERIFY WITH CIVIL t .�i-1 til 1J-J TLdl-1�1I_ .. - _ r - -. L- -1-II-'ll-I- - _ L=ll. li�[`,•�f j � ;y--1 I I�_ I -ii '- �II_I:�-.11- , Ilf�=lkJ I iy�wr.�ffio n n:I-+_. n _i U= i li t - - i i_Il I I jLT - - - �i I a_I _ _ r} i- -i-1 - _I i I ��r- J I'I I �I-!L tL - - r' tl= -T �I r>au —IILEtnu' W- [� — 1T I n -1- h L1 ��i=U' t -I — + [) I 1=� f `�r=Ti fn- - I rt I u_u-u=11•-I n=n II t =1 I-I r�r-I_I 11 iL (f� fi?r_- 1�11 u PREPARE SUBGRADE PER CM L SUBGRADE PER CIVIL AS REQUIRED BY CXT MFR s` SITE SECTION: EAST-WEST a 1/16"=V-0" (sec-01.dwg) S01.2 S02.0 16' 6' 0 16' 32' d 1116"=1'-0" PLAN CHECK BY DATEb of c h I t e c i s REFERENCE APPROVED FOR CONSTRUCTION CITY OF ARLINGTON HALLER PARK SPLASH PAD SHEET NO. DEPARTMENT OF SITE DEVELOPMENT D2.0 JAMSHEET PUBLIC X KES U CT PUBLIC WORKS SECTION ' PUBLIC WORKS DIRECTOR DATE N0. REVISION BYOF 951,P aIIF.A.v s Aso BID SET 21 MARCH 2O18 a DESIGNED BY: ORAWIJ BY: :=ecru WA 9sno^- DATE APPROVED: J253,72-590s PROJECT N0. _ SHEETS ING PLAN NOTES: `I THIS TPLAN IS GENERATED FROM A COMPOSITE OF SURVEY AND TOPOGRAPHIC _ ❑ INFORMATION PROVIDE BY THE CITY OF y ARLINGTON.THE CONTRACTOR SHALL BE (E)PICNIC \ !C RESPONSIBLE FOR VERIFYING THE EXISTING SHELTER �z CONDITIONS IN ORDER TO ACCOMPLISH THE F PLANNED IMPROVEMENTS j (E)POWER POLE (E)ASPHALT PATH - TO REMAIN (E)GRAVEL PARKING (E)LAWN AREA (E)LIGHT POLE, _ TYP OF(8)IN AREA OF WORK Q (E)ASPHALT DRIVE I — I (E)GRAVEL PATH Q I' i 0 � (E)GRAVEL PARKING \ APPROX.LOCATION OF (E)2 WATER SERVICE LINE. VERIFY(TRACER WIRE) , 1 ' CONC- I �� PAD g APPROX.LOCATION OF(E)480V ELECTRICAL SERVICE. CONC PAD COORD(WITH CITY OF ARLINGTON FOR FIELD LOCATE. CURB z" (E)GRAVEL PICNIC AREA (E)PLAYGROUND AREA \ J r .\ (E)LOG BORDER f I (E)PLAYGROUND AREA \ o (E)RESTROOM BLDG WITH_ - CONC. 'ZP t CONCRETE PAD ALL AROUND CONC. PAD a I � PAD N g m I I '\ (E)GRAVEL PARKING— Q S 6 Uj co(E)LIGHT POLES ON W.Cox ST CONC. • Know WhaYS below. PAD Call before you dig. — - F (E)BOLLA S I sewER DRAIN SITE PLAN 1 —STORMWA. — _ — — — ~� — — —— _ _ 1"=20'0" (pl_topo_arch.dwg) Sib N / WEST COX STREET /` — — — — — — — — a t 20' 10' 0' 20' 40' EREFER II PLAN CHECK BY DATE APPROVED FOR CONSTRUCTIONNCE HALLER PARK SPLASH PAD SHEET NO. ar.b�r°�,1ie' F ARLINGTON CITY O DEPARTMENT OF SITE DEVELOPMENT DEPARTMENT JAMS X KELLE�, P E P FAI PLAN / TOPOGRAPHY SHEET UBLC WORKS DIRECTOR PUBLIC WORKS EXISTING SITE DATE N0. REVISION BY OF 0 9,3 Pazifi;Avg S:hc 15 E: DESIGNED BY: DRAWN BY: '1.m—WA 95402 BID SET 21 MARCH 2O18 DATE APPROVED: 253-57--7905, PROJECT NO I _ SHEETS GENERAL CONSTRUCTION NOTES: 12. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED,IT ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT EDITION OF THE STORM DRAINAGE NOTES: 14. WHEN INFILTRATION FACILITIES ARE CONSTRUCTED,COMPACTION OF SOIL IS SHALL BE APPLIED AT A MINIMUM THICKNESS OF 3 INCHES,OR 3,000 POUNDS PER NOT ALLOWED,AS THE DESIGN IS BASED ON NATURAL SOIL IN THE ORIGINAL ACRE. CITY OF ARLINGTON PUBLIC WORKS STANDARDS AND SPECIFICATIONS,AND THE 1. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE CONSTRUCTED IN LOCATION.VEHICLES SHALL NOT BE DRIVEN OVER THE INFILTRATION AREA CURRENT EDITION OF THE WASHINGTON STATE DEPARTMENT OF ACCORDANCE WITH THESE APPROVED PLANS AND CITY STANDARDS AND DURING CONSTRUCTION. 13. SOIL STOCKPILES SHALL BE STABILIZED WITHIN 24 HOURS.WHEN ACTIVELY TRANSPORTATION(WSDOT)STANDARD SPECIFICATIONS FOR ROAD,BRIDGE, SPECIFICATIONS.ANY DEVIATION FROM THESE PLANS WILL REQUIRE PRIOR WORKING WITH THE SOIL STOCKPILE,STABILIZATION BY GROUND COVER BMPS AND MUNICIPAL CONSTRUCTION.A COPY OF THESE DOCUMENTS SHALL BE ON APPROVAL FROM THE OWNER,THE CITY ENGINEER,AND OTHER APPROPRIATE 15. IF THE CONTRACTOR ENCOUNTERS GROUNDWATER OR SOIL CONDITIONS SHALL OCCUR AT THE END OF EACH WORK DAY. SITE DURING CONSTRUCTION. PUBLIC AGENCIES, DIFFERENT FROM THAT SHOWN IN THE PLANS DURING INFILTRATION SYSTEM 2. IT IS THE SOLE RESPONSIBILITY OF THE DEVELOPERICONTRACTOR TO OBTAIN A INSTALLATION,THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR. 14. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE GRADING PERMIT,RIGHT-OF-WAY PERMIT,AND UTILITY PERMITS,FROM THE CITY. 2. ALL PIPE MATERIALS SHALL MEET THE REQUIREMENTS OF THE CITY STANDARDS BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE ALL REQUIRED PERMITS FROM OTHER AGENCIES MUST ALSO BE OBTAINED BY AND SPECIFICATIONS.ACCEPTABLE STORM DRAINAGE PIPE MATERIALS INCLUDE TESC NOTES: PROJECT.ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL THE DEVELOPER/CONTRACTOR. CONCRETE,PVC,HDPE,AND DUCTILE IRON.CORRUGATED METAL PIPES PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. (GALVANIZED ALUMINUM OR STEEL)ARE NOT ACCEPTED BY THE CITY.ALL PIPE 1. APPROVAL OF THE TEMPORARY EROSION/SEDIMENT CONTROL(TESC)PLAN 3. PRIOR TO ANY CONSTRUCTION ACTIVITY,THE DEVELOPER/CONTRACTOR SHALL JOINTS MUST HAVE GASKETS AND SHALL BE WATER TIGHT UNLESS OTHERWISE DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR STORM 15. MAINTENANCE AND REPAIR OF TESC FACILITIES AND STRUCTURES SHALL BE ATTEND A PRECONSTRUCTION CONFERENCE WITH THE CITY.THE CONSTRACTOR DIRECTED BY THE CITY. DRAINAGE DESIGN. CONDUCTED IMMEDIATELY UPON RECOGNITION OF A PROBLEM OR WHEN THE SHALL SCHEDULE THE PRE-CONSTRUCTION CONFERENCE BY CALLING(360) TESC MEASURES BECOME DAMAGED. 403-3500.PRIOR TO SCHEDULING,THE CONTRACTOR MUST SUBMIT AND RECEIVE 3. PIPE BEDDING MATERIAL SHALL BE 5/8-INCH MINUS CRUSHED GRAVEL FOR ALL 2. A TESC PLAN MEETING THE DOE STORM WATER MANAGEMENT MANUAL ADOPTED APPROVAL FOR THE TRAFFIC CONTROL PLAN,CITY PERMITS,TEMPORARY PIPE TYPES,EXCEPT DUCTILE IRON.BEDDING MATERIAL FOR DUCTILE IRON PIPE BY THE CITY SHALL BE SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO ANY 16. UPON COMPLETION OF THE PROJECT,ALL BMP'S SHALL BE REMOVED FROM THE EROSION AND SEDIMENT CONTROL PLAN,PERFORMANCE BOND,COPY OF OTHER SHALL MEET THE REQUIREMENTS OF THE CITY'S STANDARDS AND WORK ON THE SITE,AN APPROVED COPY MUST BE MAINTAINED ON-SITE AND BE SITE AND RIGHT OF WAY IF BMP'S ARE REQUIRED TO REMAIN IN PLACE FOR AGENCY PERMITS,A COPY OF THE CONTRACTOR'S LICENSE,AND PROOF OF SPECIFICATIONS(CHAPTER 4). READILY AVAILABLE TO THE CITY INSPECTOR AT THEIR REQUEST. FURTHER PROTECTION,ARRANEMENTS FOR REMOVAL SHALL BE MADE WITH THE INSURANCE COVERAGE. CITY INSPECTOR. 4 ALL TRENCH BACKFILL IN AREAS OF PAVEMENT OR STRUCTURAL LOADING SHALL 3. THE TESC BMP'S SHOWN ON THE PLAN MUST BE INSTALLED PRIOR TO ALL OTHER 4. A COPY OF THE APPROVED CONSTRUCTION PLANS MUST BE ON THE JOB SITE BE COMPACTED TO AT LEAST 95%OF THE MAXIMUM DRY DENSITY.ALL OTHER CLEARING AND GRADING ACTIVITIES,AND IN SUCH A MANNER AS TO ENSURE WHEN CONSTRUCTION IS IN PROGRESS AREAS SHALL BE COMPACTED TO AT LEAST 90%OF MAXIMUM DRY DENSITY THAT SEDIMENT-LADDEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM, LEAVE THE SITE,OR VIOLATE APPLICABLE WATER QUALITY STANDARDS. 5. ALL SITE WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLANS.ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE PRIOR 5. ALL PIPE SHALL BE PLACED ON STABLE EARTH.IF IN THE OPINION OF THE CITY MAINTENANCE,REPAACEMENT,AND UPGRADING OF THE TESC PLAN IS THE APPROVAL FROM THE OWNER,THE CITY ENGINEER,AND OTHER APPROPRIATE INSPECTOR,THE EXISTING TRENCH FOUNDATION IS UNSATISFACTORY,THEN IT RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETE PUBLIC AGENCIES. SHALL BE EXCAVATED BELOW GRADE AND BACKFILLED WITH GRAVEL BEDDING AND APPROVED BY THE CITY. MATERIAL TO SUPPORT THE PIPE. 6. ALL OF THE LOCATIONS OF THE EXISTING UTILITIES SHOWN IN THE PLANS HAVE 4. THE BOUNDARIES OF THE CLEARING LIMITS,SHOWN ON THE TESC PLAN,SHALL BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS 6. LOT DRAINAGE SYSTEMS,STUB-OUTS AND ANY DRAINS BEHIND THE SIDEWALK BE CLEARLY FENCED OR FLAGGED IN THE FIELD PRIOR TO STARTING AND SHALL THEREFORE BE CONSIDERED APPROXIMATE AND NOT NECESSARILY MUST BE INSTALLED AS REQUIRED PRIOR TO SIDEWALK CONSTRUCTION. CONSTRUCTION.NO DISTURBANCE BEYOND THE FENCED OR FLAGGED COMPLETE.IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO STUB-OUTS SHALL BE MARKED WITH A 2"X4"WITH 3 FEET VISIBLE ABOVE GRADE CLEARING LIMITS SHALL BE PERMITTED.THE FENCING AND/OR FLAGGING SHALL INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS. AND MARKED"STORM".LOCATION AND DEPTH OF THESE INSTALLATIONS SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF THE BE SHOWN ON THE AS-BUILT PLANS SUBMITTED TO THE CITY. CONSTRUCTION PROJECT. 7. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL CASTINGS AND UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES 6 ALL CATCH BASINS SHALL BE TYPE 1 UNLESS OTHERWISE SHOWN ON THE PLANS 5. THE TESC FACILITIES SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS LOCATE SERVICE(1-800-424-5555 OR 811)AT LEAST 48 HOURS PRIOR TO AND APPROVED BY THE CITY.THE USE AND INSTALLATION OF INLETS IS FOR THE ANTICIPATED SITE CONSTRUCTION.DURING THE CONSTRUCTION CONSTRUCTION.INSPECTION AND ACCEPTANCE OF ALL WORK WILL BE DISCOURAGED. PERIOD,THESE TESC FACILITIES SHALL BE UPGRADED AND ADDED TO AS _ ACCOMPLISHED BY REPRESENTATIVES OF THE CITY OF ARLINGTON.IT SHALL BE NEEDED,FOR UNEXPECTED STORM EVENTS AND TO REFLECT CHANGED THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE AND SCHEDULE 7. ALL CATCH BASINS WITH A DEPTH OF 5 FEET(RIM TO INVERT)OR GREATER CONDITIONS,AS REQUIRED BY THE CITY. APPROPRIATE INSPECTIONS,ALLOWING PROPER ADVANCE NOTICE.THE SHALL BE TYPE 2 CATCH BASINS EQUIPPED WITH 3/44NCH DIAMETER SAFETY INSPECTOR MAY REQUIRE REMOVAL AND REPLACEMENT OF ITEMS THAT DO NOT MANHOLE STEPS OR A MANHOLE LADDER PER CITY STANDARD DETAILS. 6. THE CONTRACTOR SHALL PROVIDE THE CITY A 24-HOUR EMERGENCY CONTACT MEET CITY STANDARDS OR WERE CONSTRUCTED WITHOUT INSPECTION. PHONE NUMBER OF THE CONTRACTOR'S CERTIFIED EROSION CONTROL B. ALL GRATES SHALL BE MARKED"OUTFALL TO STREAM-DUMP NO POLLUTANTS". SUPERVISOR PRIOR TO STARTING CONSTRUCTION. B. THE CONTRACTOR SHALL KEEP THE ON-SITE AND OFF-SITE STREETS CLEAN AT ALL SOLID COVER SHALL BE MARKED"DRAIN".ALL CATCH BASINS AND MANHOLES ALL TIMES BY CLEANING WITH A SWEEPING AND/OR VACUUM TRUCK.WASHING SHALL BE EQUIPPED WITH LOCKING FRAMES AND LIDS OR GRATES PER CITY 7. THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTORAND OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL FROM STANDARD DETAILS. MAINTAINED AS NECESSARY TO ENSURE CONTINUED FUNCTION AND OPERATION. w THE CITY INSPECTOR. 0 Z 9. THE CONTRACTOR SHALL MAINTAIN TWO(2)SETS OF"AS-BUILT'PLANS 9. ALL GRATES LOCATED IN THE GUTTER FLOW LINE(INLET AND CATCH BASIN) 8. BETWEEN OCTOBER 1 AND APRIL 30,DISTURBED AREAS THAT ARE TO BE LEFT E SHOWING ALL FIELD CHANGES AND MODIFICATIONS.IMMEDIATELY AFTER SHALL BE DEPRESSED 0.1 FOOT BELOW PAVEMENT LEVEL. UNWORKED FOR MORE THAN TWO(2)DAYS SHALL BE IMMEDIATELY COVERED BY 75 CONSTRUCTION COMPLETION,THE CONTRACTOR SHALL DELIVER BOTH COPIES MULCH,SOD OR PLASTIC COVERING,BETWEEN MAY 1 AND SEPTEMBER 30, OF RED-LINED PLANS TO THE CITY.THE CITY WILL FORWARD ONE OF THE COPIES 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL MANHOLE,INLET DISTURBED AREAS THAT ARE TO BE LEFT UNWORKED FOR MORE THAN SEVEN(7) 9 TO THE DESIGN ENGINEER. AND CATCH BASIN FRAMES AND GRATES/COVERS TO GRADE JUST PRIOR TO DAYS SHALL BE IMMEDIATELY COVERED BY SEEDING OR OTHER APPROVED ' CURB INSTALLATION AND/PAVING. METHODS. z 11. ALL RETENTION/DETENTION FACILITIES SHALL BE INSTALLED AND IN OPERATION 9. SEDIMENT DEPOSITS SHALL BE REMOVED FROM ALL CATCH BASINS, r PRIOR TO,OR IN CONJUNCTION WITH,ALL CONSTRUCTION ACTIVITY,UNLESS PRE-TREATMENT/SEDIMENT POND,AND SEDIMENT TRAPS UPON REACHING A OTHERWISE APPROVED BY THE CITY- DEPTH OF 12 INCHES. z i 12. DETENTION/RETENTION PONDS WITH SIDE SLOPES STEEPER THAN 3:1 OR WITH A 10. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY o MAXIMUM WATER DEPTH GREATER THAN 3 FEET SHALL BE ENCLOSED WITH A SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL 6 VINYL COATED CHAIN LINK FENCE. MEASURES,SHALL PROVIDE ADEQUATE STORAGE CAPACITY,AND SHALL BE a CLEANED OUT ENTIRELY ONCE THE SITE IS STABILIZED.IF THE PERMANENT y 12. BIO-FILTRATION SWALES AND/OR FILTER STRIPS SHALL BE CONSTRUCTED, FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM,THE BEDDED OR SEEDED AND IN OPERATION PRIOR TO,OR SODDED IN CONJUNCTION FACILITY SHALL NOT BE USED AS A TEMPORARY SETTLING BASIN. = WITH,ASPHALT PAVING.THE VEGETATION IN THE BIO-SWALE MUST BE WELL ESTABLISHED BEFORE PAVING BEGINS. 11. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED,FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROXIMATE RATE OF 120 g 13. STORM WATER RETENTION/DETENTION FACILITIES,STORM DRAINAGE PIPE AND LBS PER ACRE. CATCH BASINS SHALL BE FLUSHED AND CLEANED BY THE DEVELOPER PRIOR TO THE CITY'S ACCEPTANCE OF THE PROJECT. 0 a E PLAN CHECK BY DATE REFERENCE pRb a/C h APPROVED FOR CONSTRUCTION lG C is CITY OF ARLINGTON HALLER PARK SPLASH PAD SHEET NO, DEPARTMENT OF CITY OF ARLINGTON GN0.1 DAMES X KELLEY, PE SHEET DATE NO. REVISION BY PUBLIC WORKS DIRECTOR PUBLIC WORKS GENERAL NOTES af DESIGNED BY: DRAWN BY: 95oPaidly-S.'r•,.�n50 CE � `2_ 9� PROJECT NO G- BID SET 21 MARCH 2O18 SHEETS DATE APPROVED: 21'1, i903 xW amti• newno j mlxlm M/ miry TV •L AN6l[IrlrJ/xl-J' ---- I Ul� x}1 rJINItQ 1 r31 Y Y 1 ,� N0. r6 � €�-1. J S 8-t!I I t l HAND L(l IDfY �At INDEX Indox ul brmvlhge AS-3 EMBED DETAIL PS-1 EMBED DETAIL PS-2 EMBED DETAIL - PS-g EMBED DETAIL — --- PS•19 EMBED DETAIL ._...�_ 2 2 2 _.._ :M2 1 F4303 FORM)-D ItIDAR _-•_� R316 FORMED RI;BAR R320 FORMED R}9gAI: EL I R322 FORMED RI:BAR 15/64 R411 FORMFD RI;BAR DIA 1---� ; 3 3 tuna'DIA EN 3/E 3 (TYR 2 PI DS) 1... 8 3i4 112 3!4 -- I � �- �4 2 _- 2 I 6/8°DIP ICJ, "Aug112 C 1rP 6/19 1/2 I u--- 1� -• Wi 1 112 STE NAL (DUNE. 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R3408 `rO BE PLACED IN PAIRS ONE MARK W6 gACH FACE W/ 3/4' CLEAR COVER. — — �• 4, ALL OTHER BARS TO BE CENTERk'D IN PANEL, 1222— (] p4 EVKWIO MAMNA.E --- no an FL-648 4 PS-2 13 L PS-19 9 _R41240_ 3 ON 16 _ R320 10 R411 4 R3z2I0 _ 2 B-05 NNW - 1 DACE ANDTDGE: 8' 5/ TRIM DI 40 1 x 82 I A 81. OUT 1 -_R320 -- _-T� R320 - r - T1- ` _ _ -. - - '--- ®_0• T F,±X 2 4 'T" I - - - - - --- - - 'b)4x240 I a — la _ Z' TRIM BOARD d c, FACE AND EDGE I A or re LL i � M CN LAYER MESH j l •� 4x4xr8xVR' CNTRD k qQ i W.rr,caHc. so PT,w,W,r. M JJJ N _ C - 4'-O'CPS-19) ? Co 56.0 U 154 p. APPROIMMATE N9Iu41r 8,400 SIC � v CL p J J OD I Q � b I .� - ---- -- — ---- _- .- -- ------- - •-------- - - - - --_ - - - - -- - 1'-6'CB-65 HYPRANT> 'a R320 R3[xQ10 ft R320 NION, N ^ ry 1 f fU Z. R� Hzz- 07 fU (11 pip N ^ ^ •� CUVl v' 4Y 4 N O �1 I to D CL f� i a a a I a o o ti •o m m o i s G. . J N N x co ;� a Precast Products N in ••••1 " M AN N.&illvan 814/I I d*@.WA H216 qr q �rti,L1AA/�� 12, x 22' SCHWEITZER WA r C� BOIlDN4C NUMBER Sw452 -_ 0 �p w —111el'�"]-I.,rya/W�' tine Mam owls M`�hd by W P1CMa1w,vW�bt M WI rlEwwlw r tr 1 ��Mbl tirwl,M e77lfv f.-4. ISM VM MY P tiN II/H YNy P N A1tiM yyMM 'PE,dp0'16 SsC>' Q� SrnN,AL tt� f�1PIN>E>9 �April 23,2019 —— -- October 30,2018 WALL PANEI, --- 1, WALL. THICKNESS = 4' + TEXTURE MARK W4� h�._ -.�-- e� _ R, 1 LAYER 4x4x•W �. �Y, BxWB MESH 9 --1--J. EXCLPT R4x240 � R411, ALL REBAR Tq-BE PLACC..0 IN PAIRS, LINE EACH FACE W/ 3/4' CG 1222-08 VCR -- -- — 15 ITEM GTy FL448 PS-1 _ 13 PS-19 _ 9 R4>i240 3 RM2 _ 16 R320 10 R411 4 _ 02101 2 4'NA♦7lmolif 1 91 TRIM tARD_ 401 8'1182 1 4'BIOdtWlf 1 FACE AND EDGE 1 1 I AR)� + Al -(I )GE , I IJ - J - �� C1 Ln' - 1WWII 1! Chl'RL Cu rr WNC -sa`rT.w,TE% II vv - f=l 56.0 z.o AMROIOMAM tM MV (Q� 8,400 sD o II R'Ieo _. ncxr•1 IT,� �, 1 �I. �� m R r. � n n n 14 y � ` Precast Products 41 �0 CU tti jn fU JIKIO k SLAIN%4 F7"Ms.MA 99216 �-1 I P Ak, h, a 12' x 22' SCHWEITZER NJILM nunuA$0.09 w:rriwa«Ira r I �" I,M N MY��rk,sMNWi Qi M�µ1 q� M'li,lrMl'j"a N�Mql 4,� tlWw Ay�rt K APR 3A07b`;1 Q,K+ el,w.�l,a�, E'JIpme A Trll 23,2019 October 30,2018 .'aS! WALL PANEL 1. WALI, TH1CKNk SS + TEXTURE _ MARK W2 '.• 1 E.A`•I!R 4x 3•IWB 1 AESH 1 '27 81 i. E:XCE"- R4xF,10 1, !If, ALL REDAR Tq BE PLACED IN PAIRS, LINE EACH FACE W/ 3/4' CtSV€R FLOOR PANEL TO REMAIN DN -'—`--- -` � - -----"- 1' 0(�MAICMA49 CASTING BED UNTIL BUILDING cry 8 A3 IS FULLY ASSEMHI3:D AW 8 116240 10 SEE PAN DETAIL 94XI38 e 6 12'-13'-' 5't R322 15 LR320 R320 R4x210 ux)--- -- - — I�IOp(tl11T 18'It 6 2 171 a `— R4x240 (b. _ OC(ltlU • --�" t 5r 6• I 10'-9'CB.O. 12�x12'> - chi -T v ^. R3!'C M16--1 1 8.ONOUT 12'9 12' 1 a oc �� r 10 a, 19'x4'-6'> - 10-6 10' DIA> _ _ of etoptour to MA -- V-94<13S-19) PM R4x24y CWx> - R x'6 .. .. b X x r>c n 113?2 R322 2 LAYERS MESH — "" 4x4xW8xVS R322 R322 —' R3x3G 1 1/2-1CL AR TM - - -- - p CL AR OP R3x36 - au.sr. xo. rr.w.w�. 6' 2'CPS-i9> - — 102.7 AvvaolouA>E 538 W-1'MO, 10' DIA> ` R3x3615,4Q5- _ _ R3x.36 x x it a ,ef of a 4'--7'<PS-19> - I -- ru J I --- -- — - - --- - --— _ _ -- - R4r 40 (2x) - 2'-5'(PS-19)CB•O, 18'4'-6'> --•--- Ly ...__. _ - ..__ �--------------- _ _-__—_---,-- - - -- -- [J •Aajf � ..., 11'<PS-49>0•0 0, e'x '-b`> - -- °C I( - oc C) E v� I ry 4'CPS;19> --•---- R320 _R320 R4 24 `I Ly --- -- - .� - -- - - —— _ 0 Qx;- __�- ___ - - - _ 0• - Precast Products-- m k srlk*34 Ip 90*0Q,WA 9921E I I 12' x 22' SCHWEITZER tb^ ^ y MN^ m vein+ n n n IUILDkIG NUMAEk sW432 A d a ' .. x E✓� x (b 'd+ �p fsi � r4��� � � R+ ��, PvQ � �"'�►pew � -M�r� �r , W O � A ^ � avo.w � � d,o ladi: o d Nn�ir IrM+1 OMVM+�wfwi O R'�6' r 2-6' TUP PAN W/ 112' TAPER NEAR FACE ;.;.* „ .-g -;� 'pip J9fJ96�O !yam tJ37IE;i .j y rk "�. V!$I'1r1Z G� 1, FLOOR THICKNESS S'. >�`�?" F13RM FACE --+' f ' 1=--= :- �. S/�NpL�t1 2, SHOOTH TROWEL FINISH NCAR FACE, FORM FINISH ALL OTHER. 'tC�� FLOOR STAB 4- 10' 440 3. 2 LAYERS 4x4xW4wW0 MESH aV MARK I'1 d. AI_L BARS TO BE CENTERED IN PANEL U�Nd1, pxueu, - ------ V4 •-r�',)- PAN T� L_ F.f1PIlR�8 April 23,2019 5. 2,c BARS TO DE PLACED IN PAIRS, ONE EACH FACE WITH 1 1/4' CQVER, 4 6. 2'-6' x P'•-6' PAP) TO R1• PLACED ON THE TOP SIDE OF THE FLOOR. 1222-04 BMfFer30�20t r---- . - ...--- — - - --- -- - --- ---- — - ..-- -- -- -- 18 _ 12" x 24" DOOR VENT (TV 2 PER DOOR) - aw on ow" _ DELTA RIBBED METAL ROOF TEXTURE 1 1 (BOdd OALV Of LYA 000 SLIDING DOOR $1.OP I ¢ p .ibdb bALV bIB LVk Dbaq GI,.YNN-JOHNSON (TYP 2 PLCS) BOAOO & OATT OVER HORIZONTAL LAP 4" bIA BLO(KOUT 12" x iB" $LOCKOUT ) ' J 1p 3CIMA HINGE 4IM D REINFORCING PIVOT ` TEXTURE (TYP ALL EXTERIOR WALLS) �4J 4 5 mAT SA01 1/7"*SM *4'-2' 12 s 1 1 WtlobFOlt6 b=bd HYYOIIIANT �} r 3 A D I V 3068 10'-4" — DOOR • _.. 1 _ DOUR DOOR 1O'-A" W/ VENTS W/ VENTS W/ VENTS 5'-6" --- ---- -- -- Y-2" 12'--2" lt" 22'-2" -- -- -- -- --- — 24'-0"----- -- -- — — ---- -- LH SIDE ELEVATION FRONT ELEVATION S�nNAL Ll� 6" DIA ROOF BLOCKOUT --- ----. b'-®" ---- 12" x 12" BLOq(OUT (TYP 2 PLCS) LFJ~5 April 23,1019 - - _ _ ---_------- 12 ------- October 30,2018 Z�-- I- I Precast Products 3068 — - — 2 10'-4" - I ` 6�Q ( BOB N.WHOBldg.iq Bpdtym,WA MIS-- _-- --`- --- -- --- - VENTS 0 " — _ _ __ IT cxr * _— — 12' x 22' SGHRITZER aI►WHO MUWER"-W — •"""—_ <<' M�swd4n,eef e"h M-w 4 W eyd rwyinl -- � __ _.,�-- .�-__�--. —� _, __ — --. -----... _.._ �P�• wnaelF�pw1 v YW►4 a wnn1Y N «+dwlMly M N M"er hr a►V1W�MMR WOODFORD 8-66_ LOCKABLE HOSE BIB " 11" 42-2 —_ i n A 1 S BUILDING ELEVATION$ Eh SIDE ELEVATION - ---- - - — — 'LA_R_FL,ELEVATION �'��' APPROXIMATE WEIGHT 69,500 LB 1222-02 2 ' a. REV ALTERATION DATE EY SURFACE MOUNTING! A PANEL SCHEDULE KING LUMINAIRE K199 LED I LOCATION: EXTERIOR RESTR BLDG 120/240 VOLTS 1PH 3WIRE + NG:POST TOP FIXTURE P7 SERVI SITE 400 AMPS WITH 400 MAIN BREAKER UMINAIRE SPECIFICATIONS cXr LOAD DESCRIPTION KVA TRIP TRIP KVA LOAD DESCRIPTION CKT WHITE VENTED FINIAL� NO AMPS AMPS PANEL R All 720 30 HEA TRACE No. P 1yM4t�Ty CATALOG NO.: K1BSR•B 40(SSy -1036.120:277-;277-K13-3K QUANTITY: 3 "—� _ 2 30 EF-1 EF7 EF-3 4 OPTICAL SYSTEM: BAFFLED ARRAY ACRYLIC RIPPLED S PUMP HOUSE 18.801 28 SITELIGHTING ES CLASS, TYPE V � 2 .06 SITE LIGHTING _ r r INPUT WATTAGE; 4OWSOLID D STATE SERIES) SPARE 20 .36 PUMP HOUSE LIGHTS - 10 SOLID STATE LIGHTING LINE VOLTAGE: 120:277V 11 54 PUMP H01!$E RECEPTS 12 12OV,20A,DUPLEX LIGHT SOURCE: LIGHT EMITTING DIODE 54 POLERECEPTACLES_ __14 RECEPTACLE WITH O.,BPER 875" CCT: "3000K" t5 SPARE20 20 1.44 LIGHTING CONTROLS 16 POLE"IN-USE" ASOl PAINT: TEXTURED TEXTURED BLACK 17 N 8 WH-1 1B WEATHERPROOF ETHK. OPTIONS: CAN VENTED FINIAL 19 12 0 COVER.CONFIRM 10.1 REMARKS: SERVICE ENTRANCE RATED CONNECTED LOAD: 34.3 KVA 143 AMPS MOUNTING HEIGHT I ' 125 z 1.75" DEMAND LOAD: 36.1 KVA 151 AMPS WITH OWNER PRIOR Qf SLOTTED ANCHOR OPTIONS •PROVIDE GFI CIRCUIT BREAKER TO ORDERING BOLT HOLES TERMINAL BLOCK Oil PROVIDE HANDLE TES FOR ALL MULTFCIRCUR HOMERUNS SHARING A NEUTRAL PER THE NATIONAL ELECTRIC CODE ARTICLE 210.4 BOLT 4 MULTIMRE BRANCH CIRCUITS,PART(B)DISCONNECTING MEANS DRAWINGS ARE DIAGRAMMATIC WHERE THE CONTRACTOR p CIRCLE MODIFIES THE CIRCUITING,THE CONTRACTOR SHALL PROVIDE AN INDIVIDUAL NEUTRAL PER CIRCUIT,MULTI-POLE CIRCUIT BREAKERS, OR CIRCUIT BREAKER IIAHDIE TIE TO MEET THE NEC ARTICLE.ALL COSTS ASSOCIATED WITH MODIFICATIONS SHALL BE INCLUDED IN 0 .1 POLE BASE THE CONTRACTORS BID {j DIAMETER DETAIL 2-BASE PLATE K13 CAPITAL PANEL PI LOADCALUAATIOMS CV'ltOYLA APVROML R OAR: - ` ® ® 11sIMNo�1�ta SERVICE KVA LOAD FACTOR NEC REF DEMAND LOAD (4)0.75"X 24"X 3" )7 h 318"ST.STL. r..r.oa.r]go-fAwr LIGHTING 72 X L25 220.1BIAXq .VD ANCHOR BOLTS WITH (2)HEX NUTS AND(2) CUP-TIP SET SCREWS r -� RECEPTS T010KW 54 X 100 220-44 .54 ", RECEPTS OVER 10KW X 111 2261 FLAT WASHERS PER 7 R E S S C R E T E BOLT fV r•4•..r�r.r�v-reM MOTORS(LARGEST) 6.72 X 125 4" BAD 0111111111 S ASTM-A36 FULLY GALVANIZED _ CROUP MOTORS 10.38 X 1.00 430.21 • 10.38 +•A.wR o�r-�►JI�-Je PER ASTM A123 TO ACCEPT A 3'O.b. ••,"„ter,,,......Am WELDERS QUIP. _ x 1 DID 63000 0'1161(BI 2 PC.CAST ALUMINUM TENON x 3 1/2" - m.4�atnRM _ - BASE(ASTM-A356CAST ,Y ]wn� ELECTRIC HEAT NG "I X 100 220511 861 ALUMINUM INGOT) """' •' y�o MISCELLANEOUS 7.30 X 1,00 7.30 OETAIL3-ANCHOR BOLTBOLT lat'lIS-�7� wwr Irrs. ww.,wr�c,c • wrtltr� m/Ana4wl,w TOTAL CONNECTED 34.3 KVA TOTAL DEMAND 361 KVA 32, 'ALL COMPONENTS POWDER (143AMPS) (151 AMPS) COATED TO MATCH EXISTING r_B_'�PEDESTRIAN LIGHT POLE DETAIL PnrvnuosaLccA:AnuNs NOT TO SCALE �i.��7�•I9 I1� :� Y2o CONDUIT AND CONDUCTOR SCHEDULE: ELECTRICAL NOTES: ,:�„W R ,mRI� Q (2)3"C-(3�t3/0 CU&(1)#3 CU GIRD CONTRACTOR SHALL INTERCEPT EXISTING CONDUIT SERVING RESTROOM t • BUILDING,SET HANDHOLE,EXTEND CONDUIT AS SHOWN TO PUMP HOUSE SERVICE VALLEY RD L AIRPORT RD CO.ARLINGTON,WA „� Q (1)2112"C-(4)#310 CU&(1)#6 CU GIRD LEGEND: PANEL I PROVIDE NEW CONDUCTORS ENTIRE LENGTH AS SHOWN. R-IMIRlWA xa2 I EXISTING PUD (1)2"C-PULL STRINGS L • m.,•.`—;•��w_, . 4 J (E)EXISTING UTILITY POLE A PEDESTRIAN LIGHT POLE DETAIL Q 2"C-UTILITY CONDUCTORS E1.1 NOT TO SCALE ; (N)NEW Q (E)2 1/2"C-NEW(4)#310 CU&(1)#6 CU GRID Q 2"C-PULL STRINGS r FINAL FINISHED GRADE I s� 1 1l2"C-(4)k110 CU 8(1)#6 CU GIRD PUMP HOUSE PANEL BY ,;-q d Y ELECTRICAL EXISTING RESTROOM 6" • CONTRACTOR SHALL PANEL PROVIDE CONNECTION. E PANEL JNEL z" �@ado RED'TERRATAPE" NEWPAD-MOUNTED p1 P PANEL BELOW 600 VOLTS=24" ti b$4 CT/ ABOVE 600 VOLTS=36" U WARNING TAPE(ELEC. UTILITY TRANSFORMER CAN V PUMP HOUSE =iU BURIED BELOW) 400A 200A NATIVE BACKFILL,CLEANED OF m ORGANIC MATERIAL AND COBBLES T r FINISHED LARGER THAN 3"IS ACCEPTABLE. GRADE 3 COMPACT TO 95% _ ———— o CONDUIT(S).QUANTITY VARIES. _ H STUB AND =� CAP 3' SAND BEDDING:CLEAN,FREE a FLOWING,COURSE GRADE SAND, AS DEFINED BY ASTMD2487 POWER RISER DIAGRAM s 3' 3' NOT TO SCALE g C CONDUIT TRENCHING g E1.1 NOT TO SCALE AN CROSS ENGINEERS,INC m ®� lnmie,WAM141f Job Number.1]-1l6 InIl .tWy Pl :1253175"118 1. Inlp®1Yp•Ng4r�,s. E PLAN CHECK BY DATE O rb a r c h i t e c t s REFERENCE APPROVED FOR CONSTRUCTION HALLER PARK SPLASH PAD SHEET NO. ,EH L. y ^ °" CITY OF ARLINGTON ` DEPARTMENT OF E1.1 o JAMES X KELLEY• P.E. ' SFu o+ 41D14010 �` PUBLIC WORKS DIRECTOR PUBLIC WORKS RISER DIAGRAM/PANEL DATE NO. REVISION BY Fx 17T O� OF n DESIGNED BY: DRAWN BY: SS70NAL EM 3nule D'lammaWA 9840 se P02.427 BID SET SCHEDULE/DETAILS 21 MARCH 2O18 DATE APPROVED: 2s3s%-4BD3 PROJECT NO. SHEETS LS"B HILTI HIT-REI00 ADHESIVE ANCHOR SYSTEM CONNECTIONS AT EACH END.TYP EACH SUPPORT. rr ABLE UNLtiTRL'T P 1000 CHANNEL K'TO RD-1 •I`I.'� I.00Y.SS ACCESS MIN I"X 18 GA.SHEET - METAL STRAP P••ROOF STRUCTURE , I I• 24"X24"GRATE. / _ ,_-BACKIBIAFT DAMPER FINISHED SLOPE FLOOR 1� (REMOVABLE,WITH 2 _ - GRADE I.E. I IM" TO SUMP • SPRING CLIPS) I — 8"FROM7 IV, - 11 I �� MAIN DRAM o' PLAN VIEW r 7" «- `EXIIAUSTPA.V 4'x4'x6" 1'-II1/T r \ REINFORCED t'6 EXHAUST GRILLE CONCRETE COLLAR __�•� 1'•�VI' OP SOIL PER I'I a ll 6-OUTLET PROVIDE MANUAL VOLUME CIVIULANDS(:APE PIPE DAMPER W/SELF LOCKING REMOVABLE DEBRIS FINE MESH DAMPER CONTROLS CHEMICAL TRAP ASSEMBLY - - STRAINER STORAGE ROOM — - - ASSEMBLY 2 7 EXTERIOR WALL BACKFILL� 3 B"0 DUCT-- �/ q i'•II3/4"q' Fit HOUSING Ab EXHAUST GRILLE IIIRFADFD ' I 83/4" FLOOR PLUG •+'PIPE CONNECTION(NOT USED) FLOOR MAX CONCRETE PAD I } S"FROM MAIN DRAIN 14' .1 P..T69.3)'O RO'1 LE.69.33' . FINISHED FLOOR FRONT VIEW TRAP VIEW CHEMICAL ROOM EXHAUST 5 MAIN DRAIN INSTALLATION 4 SYSTEM INSTALLATION ( DEBRIS TRAP INSTALLATION 4— SCALE: NONE SCALE: NONE if SCALE: NONE — 4 8"FROM DRAIN S"TO TANK S HORIZONTAL LEVELING LINE LOCKABLE ACCESS i 17• __ _ 1/2"GALVANIZED STEEL -- TOP SOIL PER 7'0'FINISH GRADE C REINFORCED ANCHOR BOLT.(1 I CIVIULANDSCAPE ELEVATION CONCRETE COLLAR FLUSH WITH GRADE 72.E FINISH GRADE GALVANIZED CABLE CONNECTION AROUND ELEATION TIE 77ED TO REBAR PRIOR O SHOULD HE AT A 45E ANGLE E _ --_ - POURINGFOOTING OPTIMUM UPLIFT RESISTANCE E — - - 3R1"GALVANIZED STEEL CABLE Z �'TO STORM 2 FLOOR DRAIN 2"OPENING WITH O FILL DEV CETER IE 7067' PLUG,I.E.69.OY' ANCHORED TO ORE (TYI') 4TRiCREIE6'COItNt PLAN VIEW - TOPSOILPER Y1'AXKDVERFI,OW. { •; !'RETURN LINE fE. I 1IF I CIVIULANDSCAPE I.E.69.OS' �1 69.04' 1'8 I'-6° 1 12 MIN CO 11 V FINISHED GRADE I "•"" L I.E.72.01 �— - O .-4 {««« LINIEBE O"COL GTANRAIN CONCRETE PAD REQUIRED m _ :. q 3"RETURN «•''•q j""" LINE BEFORE SETTING TANK 1 - BA(-YnLL-\ 3"FEATURE PUMP .... OVERFLOW WATER LINE BYPASS TO TANK LINE q f,,,,„: 1. PREPAREEXCAVATEDHOLE MAINTAIN ACCURATE ELEVATION MEASUREMENTS. ..4"FILTER SUCTION 416- """ I E.ee.5"' •I m 1 1 E 66 50'1 h"••"� I•'««; 2. STUB UP THE 3'COLLECTOR TANK DRAIN LINE BEFORE LOWERING VAULT INTO CONCRETE h••'"" «« 3- LOWER THE VAULT INTO POSITION AND PLACE IN BOTTOM OF EXCAVATION USING NYLON °1 8"FROM DEBRIS TRAP " STRAPS RATED FOR 5,000 LB CAPACITY.THE VAULT SHOULD BE LEVELED AFTER RESTING I.E.6Ytti.. -8"TO TANK 4 1 ••j 1'«"' ONTHC FLOOR FROM THE ROOF LEVELING POSITION. L° I E 69 00' 1 :. �••..: 4 POUR 17'X 19'CONCRETE PAD.12"DEEP,IN THE BOTTOM OF EXCAVATED HOLE, THE «". 8"MAfT' / �• 6"FEATURE SUCTION CONCRETE SLURRY MUST BE FORCED UNDER THE VAULT O INSURE THAT ALL VOIDS ARE M—Jl Q DRAW- } FILLE0.LOWERING THE VAULT INTO A WET SLURRY IS ACCEPTABLE LEMAEIN DRAIN }fi�r""-7•fy1 5. MAINTAIN TANK LEVEL FROM THE ROOF LEVELING POINTS INDICATED ON THE DRAWING. 6"FEATURE SUCTION, T� (THE FLOOR OF THE TANK HAS A MANUFACTURED SLOPE TOWARD THE DRAIN) 13 rn 6. GALVANIZED STEEL ANCHOR BOLTS ATTACHED TO EXTERIOR OF VAULT FOR CABLE I. ^« u LE6331► I i i CONNGCl'ION BY OTHERS fi'x fi'x I' Is _ 7- BACrFILL WITH WATER TO TANK AT THE SAME ELEVAATONPEA GRAVEL, OS BOC FILL TO PREVENT TANKF FLEXINLE MATERIAL,APPLY G. CONCRETEPAD O 1.E.66.50' `\ 2"FLOOR DRAIN 1'3.• V L ' 1' - INSTALL ALL PLUMBING LINES,ACCORDING TO THE PLAN. `-I.E67,50' f - - - S COMPACTION OF BACKFILL MATERIALS TO BEAPPROVEDBV LOCAL ENGBJEER, 4"TO BTORM I.E.69.16' FRONT VIEW CONCRETE PAD INFLUENCED BY LOCAL SOIL CONDITIONS, POURED IN PLACE r FEATURE AUTO BYPASS 17'X 19' TO TANK W/ACT. 3"COLLECTOR TANK DRAIN 2 RAIN DIVERTER INSTALLATION LE.665T C FRONT ELEVATION SIDE ELEVATION INSTALLATION DIAGRAM SCALE: NONE WATER STORAGE TANK INSTALLATION enginuity ry SCALE: NONE systems LLG i4i row�.c• rH lavl srsassr v�Izs31 rzvxmsa pow o ,am E PLAN CHECK BY DATE RFERa Bee APPROVED FOR CONSTRUCTION CE a+`b a I�h Ids HALLER PARK SPLASH PAD SHEET NO. N �Nw•H4O�p, CITY OF ARLINGTON '•� DEPARTMENT OF M3.1 DAMES X KES DI P.E. PUBLIC WORKS SKEET 14 1 IB PUBLIC WORKS DIRECTOR DETAILS OF DATE NO. REVISION BY �� DESIGNED BY:JB DRAWN BY: KBT AL SIM—ma W>SuC450 P02.427 BID SET 21 MARCH 2O18 DATE APPROVED: a,-572-1903 PROJECT NO. SHEETS PLAN NOTES OI 2-DOMESTIC CW LE 72.W.REFER TO CIVIL FOR CONTINUATION OPIPES UP TO FEATURE PIPE MANIFOLD. 3' D BYPASSPASS O REFER TO ARCHITECTURAL PLANS FOR DOOR LOUVER INFORMATION. 3-MANI:AL BYPASS O4 SPRAY PARK E(XIPI.IENT SKID FURNISHED BY OWNER FOR INSTALLATION BY CONTRACTOR.CONTRACTOR SHALL BE .1 RESPONSIBLE FOR FINAL PIPING CONNECTION TO SKID. ' OS CONTRACTOR PIPING CONNECTION TO SKID SYSTEM- t T_I M4 I O6 REFER TO CIVIL DOCUMENTS FOR CONTINUATION 1 O7 PIPING SHALL SLOPE DOWN TOWARD WATER STORAGE TANK T-I I TO FACILITATE PIPE DRAINAGER WINTERIZA K)N.NOTRAPS O 3 O2"OVERFLOW TO I,L 69.W' '1 WILL BE ALLOWED IN PIPE RUN. SANITARY SEWER .4 (Dr STORM ,1 17'-0"x 19'-0"x l-(P CONCRETE ANCHOR SLAB 1 1 EG-I•6/6 LE 69-16' `tom y' 7s 2(TYP) 3 . 2 RD•1 41 1) I H 7- ITYPI I•t 3 I Af4.l — 6 W' 12112 DL LE 6Y.00 1 L_2_/ I I E 69 33' —.1-- IeG•1 12'6 L.•-1 R'Gf 300 12/120L K WES TI 3 EF-1 U EG-1 6/6 4 — i B"WFR LE 66.33' \ ]"MANUAL BYPASS O7 75 2(TYP) Ml.i (TYP 1 SUCTION O I � 1 7 2CW 2 3 O7 3"TANK DRAIN M3.0 (TYPI 3-ACTUATED BYPASS O7 7O 4"FILTER LOOP surTTON M1 7 3"RETURN LINE R#R ��will RPR HVAC PLAN twill -- _— RtR SCALE: 1/4"=1'-0" _— — _- 0 2' 4' 1-I/2"WFS SEESHEET M I,I FOR CONTINUATION r CW I 3"VENT ON,r 4 3"RETURNLINF: VENT UP TO VTR P2 Ml.0 d FILriiR i-OOP 1 2"V UP —_ _ 2"DOMESTIC CW DN SUCTION 2„W UP 6 7'MCKN'ASH 015CTIpROR 3•TANK DRAB) _ Co VY'cw -w w" TO WH-I 6'FEATURE S.r.. __ - S B FP-1 ABOVE, rvDN _ _ 1'CW UP 2 WAY CLEANOUT HtP•2 HELOW I �� Imo' I UP TO I - 6"WASTE REFER TO CIVIL - I 2 YUP i DOCUMENTS FOR CONTINUATION V DN P IA /l \ PP-1 NP=2 F=1---74a' -1 fQ3 3 frvPl 3"V UP I I b 2 J I.U,-n.37' I P.I FJ I M4A I 4'SUCTION . { _ I 3'RETURN LINE, 1 ram ] 1 I n (TYP) , 3/4-CW bl _ T�_�`., P� I I 3-WUP 3-WUP M4A _ I - _ _._ PP•4_ I l�. CP-3 735'FINISHED I 2"CW TO SPRAY PARK L_ 3"RH7L'RN LINF'U► _ 3-UV SYSTEM DRAIN 3 3'CLEAR PIPE 4'FILTER LOOP SUCTION UP (2)3"ACTUATED BYPASS DN r TO FILTER 3"ACTUATED BYPASS UP 3"TANKDRAIN UP 3"MANUAL BYPASS DN r RETURN LINE ON 3"MANUAL BYPASS Ill' 6"FEATURE SUCTION UP O 6"FEATURE SUCTION ON 4'FILTER LOOP SUCTION DN 3"TANK DRAM ON MECHANICAL ROOM PIPING MECHANICAL ROOM PIPING m 2 E _PLAN -ABOVE GRADE [3 PLAN - BELOW GRADE F SCALE: 1/4'�I'-0_ ' SCALE: 1/4"=1'-0"0` 2°B 4'2' 4' ' _ — enginuity 8' Y systems LLG Ex[F rx I�v1 xnmv 1 mm e E s.co,.w 1— PLAN CHECK BY DATE RER APPROVED FOR CONSTRUCTION o1%b a r c h i t e c t s REFERENCE CITY OF ARLINGTON HALLER PARK SPLASH PAD SHEET NO. ` �� DEPARTMENT OF M2.0 P BMCSWORKS DIRECTOR PUBLIC WORKS MECHANICAL ROOM PLANS DATE N0. REVISION BY 18 of DESIGNED BY:JB DRAWN BY: KB T AL 950P-Plc Ave S,rlr4bO IE,°° W.A 91 11 F02.427 BID SET 21 MARCH 2O18 DATE APPROVED: ..,,;�7c9<u PROJECT NO. Permit#: 2301 Permit Date: 12/06/18 Permit Type: COMMERCIAL BUILDING Project Name: Haller Park Splash Pad Building Applicant Name: City of Arlington Applicant Address: 154 W Cox Street Applicant, City, State, Zip: Arlington,WA 98223 Contact: Jim Kelly Phone: 360-403-3505 Email:jkelly@arlingtonwa.gov Scope of Work: Precast cone bldg for pumps & filter Valuation: 14240.24 Square Feet: 236 Number of Stories: 0 Construction Type: Occupancy Group: ID Code: Permit Issued: 01/24/2019 Permit Expires: Form Permit Type: Status: LASERFICHE Assigned To: Raelynn Jones Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 00461804400000 1100 WEST AVENUE CITY OF 761 Parks-General ARLINGTON Recreation Contractors Contractor Primary Contact Phone Address Contractor Type License License# Reece Construction Andy Reece 360-659-9600 1525 114th St NE CONSTRUCTION UBI 602 893 954 Company CONTRACTOR Reece Construction Andy Reece 360-659-9600 1525 114th St NE CONSTRUCTION L&I REECECC852C7 Company CONTRACTOR Plan Reviews Date Review Type Description Assigned To Review Status 12/06/2018 COMMERCIAL BUILDING BUILDING Fees Fee Description Notes Amount Building Permit Table 4-1 $341.37 Building Plan Review Table 4-2 $221.89 Processing/Technology ($25.00) State Surcharge-Commercial Commercial Only $25.00 Building Permit Table 4-1 ($341.37) Building Plan Review Table 4-2 ($221.89) Processing/Technology $25.00 State Surcharge-Commercial Commercial Only ($25.00) Total $0.00 Attached Letters Date Letter Description O1/23/2019 Building Permit Notes Date Note Created By: 12/21/2018 Mayor approval of fee waiver attached. Raelynn Jones Uploaded Files Date File Name O1/24/2019 4438087-2301 Issued Permit.pdf 12/21/2018 4351876-Mayor Letter-Fee waiver.pdf 12/06/2018 4257802-2301 Structural Calcs.pdf 12/06/2018 4257803-2301 Utility Submittal plans.pdf 12/06/2018 4257804-2301 Utility Submittals.pdf 12/06/2018 4257800-2301 Application.pdf 12/06/2018 4257801-2301 Site nlan.pdf