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HomeMy WebLinkAbout7116 204TH STREET NE_BLD1330_2026 Y 0'441 CITY01F ARLINGTON I f ti L' J � ,erg .�- �L'c��t.a�"��'��t'L�1®C'C •�l��l.��� 5 ; .� L:IFT STATION2 REHABILITATION I n �`�` �1 SPRING/SUMMER 2017 �l.IN G`SO PROJECT VICINITY MAP DRAWING INDEX 7 ow9 No Sheet Number Sheet Title OWNTOW y ARLINGTON 1 COVER COV 2 GENERAL NOTES I G01 3 EXISTING SITE PLAN AND ALIGNMENT CONTROL P01 4 EXISTING SITE,TESC,DEMOLITION AND BYPASS PLAN P02 5 SITE PLAN C01 •r �.F" fly",' ' a., r a i- � . 6 SITE DETAILS CO2 7 BUILDING ELEVATIONS S01 ' hti '�"v i I _r 4N/ _ PF (r✓�t t 1 �� B BUILDING FLOOR AND ROOF PLAN S02 � � 1'� %��.-�� '�� l:"'d y $�J ` .'�` •_1 ! `Jt -1'�i 9 STRUCTURAL DETAILS I S03 t r mac` r- �244T1ST `� {rj s ta+i � H I 1 10 STRUCTURAL DETAILS II SO4 ! i 11 STRUCTURAL DETAILS III SOS PROJECT' 12 MECHANICAL PLAN M01 z--�� .. LOCATION 13 MECHANICAL DETAILS M02 i r Al a ^1 I 14 ELECTRICAL �- ,�� r~ - �r- "� . '� ' �fir. �" LEGEND EOi17 - W )r+••A{� if �; i r 15 ONE-LINE DIAGRAM E02 s � 16 ELECTRICAL SrfE PLAN E03 •6-, 17 POWER DISTRIBU FIUN AND SIGNAL PLAN E04 a n tJhrlrt - r 18 LIGHTING AND RECEPTACLE PLAN E05 I, •. ��.�i�a-J Yr �. 'v.. A a' ._ r� ��S:J �C �� ''i•�,tti+'l � 19 MOTOR CONTROL CENTER DETAILS E06 20 CONTROL LOGIC DIAGRAMS E07 • I i i % 21 ELECTRICAL DETAILS I , EO8 CONTACT PERSONNEL 22 ELECTRICAL DETAILS II E09 23 ELECTRICAL DETAILS III E10 CONTACT AGENCY PHONE s 24 GENERATOR DETAILS E11 JAMES X.KELLY(PUBLIC WORKS DIRECTOR) CITY OF ARLINGTON 360.403.3526 ~' FRED RAPELYEA(WASTEWATER UTILITY SUPERVISOR) CITY OF ARLINGTON 360.403.3540 25 ELECTRICAL SCHEDULES E12 j I DAdJ FILIRWELL,P.E.(PROJECT P.-ANAGER) RH2 ENGINEERING 425.951.5342 I I Il I 26 RTU-PANEL'tAYOUT E13 3 ORIN PAUL(STAFF ENGINEER) RH2 ENGINEERING 425.951.5303 }I I ( l DAV;!!'NUOD SNOHOMISH COUNTY PUD N0.1 360.435.7508 27 RTU-POWER AND COMMUNICATIONS DIAGRAMS E14 JAME:;i;C99S CASCADE NATURAL GAS 360.336.3876 28 RTU-PLC INPUT AND OUTPUT WIRING I E15 M (- 29 RTU-PLC INPUT AND OUTPUT WIRING 11 E16 j f THESE PLANS WERE INTENDED TO BE 30 RTU-PLC INPUT AND OUTPUT WIRING III E17 CALL 48 HOURS BEFORE YOU DIG j ONE CALL 811 PRINTED IN COLOR. PRINTING THESE 31 RTU-PLC INPUT AND OUTPUT WIRING IV E18 I PLANS IN BLACK-AND-WHITE OR i - — - - — -,I REPORT ALL SPILLS GRAYSCALE FORMATS MAY RESULT IN A L LOSS OF DESIGN INTENT AND ReceivedU Ell DEPT. OF ECOLOGY 1-800-258-5990 CLARITY/DISTINCTION OF IMPROVEMENTS. ) 9 / 7 SEP 2 7 2017 _ AP ROVED FOR ST ION �x J P BLIC WORKS DIREC R ont� Naui � r N G I N E E R S CITY OF ARLINGTON P L A N N E R S 31ClM 2/46/k017 SICNdIk 2/16/2017 SJCNBR 2/16/2017 910NSQ E/16/2017 SCI E N T I S T S 2/1512017 Feb.16,2017 DATEAPPROVED LS2-P•COV.DWG SLOPED CMU END WALLS 4•EXTENSION FOR 5•TYP.FIG. 306 405 TYR EAST AND WEST EQUIPMENT PAD A BRICK FACADE.TYP.ALL AROUND SIMPSON H8 HOLD 402 SIDES FACADE SUPPORT DOWN TYP.EA. EXTENSION 503 504 i Soot , I�ENO7�RF1B3- P'y LAU �j ROOFING SYSTEM AND f FLASHING(SEE SPECS) :+ y II #250 BOT CHORD 4' -11 A' 1� i Q III TRUSS LOAD,TYP. EL 1?0'TYP / I !�•k •� V f� C AT WALLS V-4- 30 LB ROOFING FELT OVER '•t 1 EQUIP41E , SOS �d ` ® THRESHOLD 4-W PLYWOOD DECKING TYP eG& 12% 305 (SEE SPECS) A 0; 111 1 I THICK COX OR BETTER APA tlz/-RIDGEVENT. TYP. j RATED PLYWOOD WITH 10d e FD EL 119.85' NAILING @ 6'O.C.EDGES,12'O.C. Z�l CONCRETE ENTRANCE LANDING 304FIELD - 2X OUTLOOKERS SIMPSON A34 OUTLOOKER _ _ _ — — — — — — — — _ _ _ @ 24'D.C. M 14'-8'THRE HOLD ® ® 4'-0' TO TOP PLATE u. z y J 2% 2% . -z= z 305 I SIMPSON A34 @ 24'O.C. I , u<t E 4 3 r S03 BLOCKING TOP PLATE,TYP. !� - 1=J u w 0i OVER EAST AND WEST -- WALLS ENGINE GENERATOR PAD 440084 CMU OPENING RST,TYP. 601 FLOOR DRAINS, .2) 1 4,�, Z 2% SIMPSON A34 @ 24'O.C. I DOWN TYP.SIMPSON H8 HOLD 0 TRUSS TO TOP PLATE,TYP 1 END OUTLOOKER Z O a I" ® 303 EA END TRUSS I I I LL CONCRETE SPREAD FOOTING a 2'OVERHANG _ O EAST 8 WEST,TYP. }}II Z Q 1'-8' CMU CORNER RST,TYP. 0 QMU AL• 'J i( C(� 1'OVERHANG,TYP. 603 Q N 401 TYP- _ C�c SIMPSON RBC @ 24'O.C. Z SO4 j{ NORTH AND SOUTH SOS BLOCKING TO TOP PLATE,OVER u_ Q GENERATOR BUILDING FLOOR PLAN •+">r 0, 0r?-aUT NOIrHANDSOUTHWALLS x -V-o• H ((2 1` T ►eeEs @ za•o.c. ® 0 Cx����� 56�7EERATOR BUILDING ROOF PLAN N�/t/L U `� uu_ / �_ / ROOF-WALL 003 ��'s,p C µ art J Z CONNECTION S05 25 NOTESEl i SEE DIVISION 8 OF THE TECHNICAL SPECIFICATIONS FOR MORE INFORMATION ON DOORS AND HARDWARE. ` v CMU WALL2 PROVIDE BRASS FLOOR DRAIN WITH P-TRAP.SYSTEM NOT SHOWN ON THIS SHEET FOR CLARITY. • PROVIDE SUPPORT FRAME AND ANCHORAGE AS REQUIRED TO SET DAMPER ON o INSIDE FACE OF LOUVER SYSTEM NOT SHOWN ON THIS SHEET FOR CLARITY. o Z #5 @ 12-O.C.EW, � O CENTERED IN SLABFnz PROOF ROLL NATIVE MATERIAL 1 Lu L WITH HEAVY VIBRATING ROLLER OR EMERGENCY EQUIPMENT LOUVER& DAMPER SCHEDULE A BAKED ENAMEL COATING Ir R HOE PLATE WITH OWNER GENERATOR PAD 306 PAD i B-BIRD&INSECT SCREEN 306 NO. FLOW FLOW RATE(SCFM) MANUfACTURER LOUVER DIMENSIONS OPTIONS DAMPER o REPRESENTATIVE ON SITE FOR q07 03 BOND BEAM,TYP C-INSULATED BLANK-OFF PANELS ¢ APPROVAL PRIOR TO FILL OVER TOP ® INTAKE 6,675 POTTORFF EDD-445 54"x 54" ABCD MOTORIZED D-FLASHING HEAD AND SILL o 6• ® EXHAUST 6,675 POTTORFF EDD-445 54"x54" ABCD MOTORIZED LL X 1. rDOORHARDWARE GOD6N s 1 cs•" • 3 DOOR SCHEDULE A-WEATHERSTRIP(ALL SIDES) DOOR FRAME B-AUTOMATICD00 SHUT 3 a • •• DOOR NO. TYPE DOOR LABEL HARDWARE REMARKS C-LEVER LATCH WI LOCK O WIDTH HEIGHT MATERIAL WIDTH HEIGHT MATERIAL ��•��,,�� ,�� D-DEADBOLTANDFLUSHEXTENSION s ® 3'-0" 7'4' STEEL SGL 3-4- 7'•4" ISTEEL N/A ABDEFGI N/A BOLTS AND ASTRAGAL e FOOTING 503 0 6-A" 9'40" STEEL DBL 6'•8 10'0 ISTEEL N/A ACEGH I N/AE-DOOR STOP/HOOK(WALL MOUNT) F-INTERIOR PANIC BAR OPENER SCALE:SHOWN G-PUSHIPULL HARDWARE - - 6'CRUSHED SURFACING BASE COURSE H-COORDINATOR ° '• r SECTION nuwxonruusatr atrx STRUCTURAL FILL COMPACTED TO 95%MAX COMPACTED TO FIRM AND UNYIELDING I-KEYPAD ewuusuatsr DRY DENSITY PER MODIFIED PROCTOR. CONDITION.TYPICAL BELOW ALL FOOTINGS p°arA AND SLABS S02 8 i'31 DIAPHRAGM NAILING BLOCKING TO TOP PLATE PER ROOF PLAN ROOF Van ANCHOR PER PLAN 2X BLOCKING f,1 ROOFSHEATHING � Z NAILER Jew-, x FLASHING W 2'-0'MAX 2x GUTLOOKER AT 24" HOLD DOWN I DRIP EDGE VARIES BLOCKING O.C.,ATTACH TO GABLE PER PLAN 4x4 BLOCKING 4Al1YCWITH SIMPSON A34 1X CONT.TRIM I'CEDAR FASCIA FRAMING ANCHOR,EACH SIDE OVER NAILER �.d R •� w cz w Y` FINISH CEILING SIMPSON U44 WI 16d �? SMOOTH AROUND BOLT NAILING,TYP 2x LEDGER FOR �" s GYPSUM WALLBOARD WALLBOARD NAILING MAX \ 500 LB u:. LOAD z 1x4 CONT.TRIM CMU WALL _` d u�•- wt i w T, TOP OF GABLE END SECTION sot EQUIPMENT SUPPORT DETAILS Y 1..L,—W Tm 1 w ; NOT TO SCALE ¢so;. RIDGE VENT NOTES: 1.INSTALL FALL PROTECTION AT ROOF PEAK OVER METAL ROOFING AND FASTEN TO TRUSS WITH 16d NAILS PER MFR �'r�` O RECOMMENDATIONS PRIOR TO f INSTALLATION OF RIDGE VENT. A, Z Q 2.PROVIDE END CAPS FOR RIDGE VENT f �/ PER MANUFALL RERECTIONSPEC ANCHFICATOR S. FALL PROTECTION �! I Q� �y ��!`V u �/I Z J 3.INSTALL FALL PROTECTION ANCHOR SO EQUAL TO GUARDIAN 1 CCC...iii Gi F-." `1 �I THAT D RING BUTTS AGAINST EDGE OF -RIDGE-IT00500 VENT. ) PERFORATED ANGLE 1Y"x5Y' `b'�'" - --- --- ANCHOR Q B'-0'D.C. J /' ©� r1 T r am,- `� J W a NEOPRENE CLOSURE STRIP — 3'MIN — RIDGE VENT CAP G s�- 1.7 x W 1 Q N 0 WITH FASTENERS AT 24".TYP METAL ROOFING l� ♦�` � \\ f ,{� ��L�5 LL � J ALIGN D-RING WITH /` ` 1 J 1 l a'~ EDGE OF ROOF VENT / PLYWOOD DECKING ]�_ �( / i��gJRF,,.✓// L �- ROOFTRUSS 2X FLAT BLOCKING,TYP y-"���Q©� G`r i e 4F� 14 RIDGE VENT DETAIL soz ---_ 213 NOT TO SCALE 1YP .i'T v` •6`,TL ROOFING ROOF SHEATHING � FRAMING ANCHOR PER PLAN, 12 TRUSS TO TOP PLATE 412 ATTACH BLOCKING TO SILL PLATE WITH 1"AIR VENTILATION BAFFLE, o FRAMING ANCHOR PER PLAN GAP,MIN. INSTALL TO KEEP FULL DEPTH VENTED INSULATION AWAY FULL FLASHING SAVE BLOCKING FROM EAVE VENTS I \ n- r N �X u, ` WITH DRIP EDGE �! l` ON SOUTH SIDE. 3 GUTTER PLACED N i o ON NORTH SIDE OF e. /a Z BUILDING o �.iE�-o,' Y� G=L 5 �/ �;"� C.+�Z �-© � ¢ O TRUSS R-02 KRAFT PAPER FACED GATT INSULATION z 1'x8"CEDAR FASCIA SOFFIT ON ALL CEILING SURFACES,INSTALL WITH 0� W G WITH VENT KRAFT FACED SIDE OF INSULATION FACING OVER NAILER N INTERIOR OF BUILDING. o 2x NAILER 1"x6"CEDAR TRIM, CONTINUOUS,TYP. 1'x2"CEDAR TRIM, FINISH CEILING WITH ONE LAYER o '� CONTINUOUS,TYP. OF%'GYPSUM WALLBOARD, ATTACH TRUSS TO SILL PLATE WITH FINISH SMOOTH AND PAINT WHITE. a a FRAMING ANCHOR PER PLAN 1"x6"FINISH GRADE HEMLOCK � s TRIM,CONTINUOUS,TYP. � � a o CMU WALL/TRUSS CONNECTIONS 603 TIP SCALE:SHOWN WN , =�•_p• TIP f /� IG� � axcrrRun,usrurukn r awWA$Umr nrro: S05 Y U� COMMERCIAL APPLICATION PERMIT SUBMITTAL 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: (_17Y of Date: 02—D fr—11 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 in accordance with e I s, rules and regulation of the State of Washington Applicants Signatur _TAm,�s X ���Y oZ-off-lam_ Print Applicants Name Date FOR STAFF USE ONLY Y FEB ® 8 Z017 Permit# Accepted By Amount Received Receipt# Date Received REV 2015 Page 9 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL I N C' � 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 BY A COMMERCIAL APPLICATION SUBMITTAL CHECKLIST AND AN OCCUPANT'S STATEMENT OF INTENDED USE. q Name of Project: J ToT/Dxf #� Valuation l 00, 000 t� Project Address: 7/f 6 20`1 •S Parcel ID#: ! ZZ q Legal Description 6766115U Owner: A I Ty OF Phone Number: S6f%)-y03',l$-O.S Address: 1 SZ� �. ('p�- / ✓� City: q0 1_1i T01A-) State: W_ Zip Code: tj�&20 Engineer: f{ Phone Number: CoMTj4eT P&_72,�ON Cell Phone: E-mail: Address: City: State: Zip Code: General Contractor: 7 17 Phone Number: Cell Phone: E-mail: Address City: State: Zip Code: Contractor's License Number: Expiration Contact Person: Phone Number. Cell Phone: E-mail: Address: City State: Zip Code: Proposed Scope of Work: L/F-1 Si�Yd� 21.2 L1PJ12,4 L: PUMP REV 2015 Page 6 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL IN C.`� omm of Department art De p Community& Economic Development City of Arlington • 18204 59th Ave NE,•/Arlington, WA 98223 • Phone(360)403-3551 Project Name/Tenant 4 1 F7 57--4-rto0J 1v2_ u P�2AtJE Site Address 7116 toy`,L-- ST Bldg/Unit/Suite IBC Construction Type IBC Occupancy Type U OCe-JP&JCe Description of Use G/F r` <-AT7r7A-,) ae-AlC2AT-O2 Building Square Footage ZI5 Number of Stories Square Footage Per Floor—A-Is-'- 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 #Z 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 >A`/ ' tl3w�D/luC W r LL NAVE- 6ccvFX7&P 4 Y A.vc� O�E'l2ATzory 94AjZWk-5 + F�G�9rLtrs �o ti�E� To bc!!�= S?�ST�7r1, �`Z• Fy�L. �;or2�f��Fog �E�G�Cj' .ly�/E� 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 COMMERCIAL APPLICATION PERMIT SUBMITTAL �il�rG�O Department of Community& Economic Development City of Arlington • 18204 59th Ave NE•Arlington, WA 98223 • Phone (360)403-3551 Name of Project: LEE S TATIO,0 Z 0 P60fib E__ - Project Address: 7 114 S T - - Special Inspection Firm: GC25lQT 1A.1C. Address: TUrL - Contact Person: L D464a .StWEL fb Phone: 733 — 731 g Email: Special Inspection Firm Special Inspectors: The Special inspection Firm of (W-DTez�; , /U C will perform special inspection for the following types of work(separate forms must be submitted if more than one firm is to be employed). (,-4 Reinforced Concrete ()C) Bolting in Concrete ( ) Pre-stressed Concrete ( ) Shotcrete Structural Masonry ( ) Structural Steel and Welding ( ) High-Strength Bolting ( ) Spray-Applied Fireproofing ( ) Smoke-Control Systems ( ) Other Specify: , 4AM 6- 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 - � COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic 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. 0 One(1) City of Arlington Commercial/Multi-Family Permit Application ,— (One (1) permit application per building or structure is required) E,� One(1) City of Arlington Commercial/Multi-Family Submittal Requirements Form Two(2)Architectural Drawings Two(2) Structural Drawings Ef Two(2) Structural Calculations ❑ One(1) Project Specification Manuals(if applicable) -e--ene-(t- NREe-eoeumpfta=F-orrrm NIA � 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(cDarlingtonwa.gov. I acknowledge that all items designated above are included as part of this application. Received FEB 0 8 Z017 REV 2015 Page 1 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL ING�� 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 R401.4.1) 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 l 'l Y COMMERCIAL APPLICATION 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 box 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. 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 TY C� Off' COMMERCIAL APPLICATION PERMIT SUBMITTAL l�N 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 [ I 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 r 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 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 �. o� �- COMMERCIAL APPLICATION PERMIT SUBMITTAL 'SING 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 CITY OF ARLINGTON OFFICE COPY LIFT STATION 2 REHABILITATION SPRING/SUMMER 2017 CJNG1 PROJECT VICINITY MAP __..� DRAWING INDEX r�— --- - Sheet Number Sheet Title DWs No boWNTOW COVER COV ARLINGTQN /tt ;;';///f - _- aF 2 GENERALNOTESI G01 3 EXISTING SITE PLAN AND ALIGNMENT CONTROL P01 g4YY bJp /oii�O/ijj�ii 4 EXISTING SITE,TESC,DEMOLITION AND BYPASS PLAN P02 .�.:,i: - - - -. _. _ 3 , _ ti,//�i/i/i/�i Eiji i!/•/;� i ii/O/j'r��iw / 5 SITE PLAN C01 6 SITE DETAILS CO2 7 BUILDING ELEVATIONS S01 — 8 BUILDING FLOOR AND ROOF PLAN S02 9 STRUCTURAL DETAILS I S03 204Tq STjJE ,- (�' 10 STRUCTURAL DETAILS II SO4 STRUCTURAL DETAILS III S05 11[- 12 MECHANICAL PLAN M01 13 MECHANICAL DETAILS M02 • I 14 ELECTRICAL LEGEND E01 ( •- � - I 15 ONE-LINE DIAGRAM E02 16 ELECTRICAL SITE PLAN E03 17 POWER DISTRIBUTION AND SIGNAL PLAN E04 l r LIGHTING AND RECEPTACLE PLAN E05 yl 19 MOTOR CONTROL CENTER DETAILS E06 20 CONTROL LOGIC DIAGRAMS E07 21 ELECTRICAL DETAILS I E08 CONTACT PERSONNEL 22 ELECTRICAL DETAILS II E09 CONTACT AGENCY PHONE I, I 23 ELECTRICAL DETAILS III E10 l 24 GENERATOR DETAILS E11 DAN BURWELL.P.E.(PROJECT MANAGER) R112 ENGINEERING 425.951.5342 { ORIN PAUL(STAFF ENGINEER) RH2 ENGINEERING 425.9515303 J 25 ELECTRICAL SCHEDULES E12 FRED RAPELYEA(WASTEWATER UTILITY SUPERVISOR) CITY OF ARLINGTON 360.403.3540 I `l 26 RTU-PANEL LAYOUT E13 JIM KELLY(PUBLIC WORKS DIRECTOR) CITY OF ARLINGTON 360.403.3526 27 RTU-POWER AND COMMUNICATIONS DIAGRAMS E14 DAVID WOOD SNOHOMISH COUNTY PUD NO.1 360.435.7508 JAMES HOBBS CASCADE NATURAL GAS 360.336.3876 , 28 RTU-PLC INPUT AND OUTPUT WIRING I E15 29 RTU-PLC INPUT AND OUTPUT WIRING II El THESE PLANS WERE INTENDED TO BE �/ _ I r 30 RTU-PLC INPUT AND OUTPUT WIRING III Ep CALL 48 HOURS BEFORE YOU DIG 31 RTU-PLC INPUT AND OUTPUT WIRING IV NG- TON ONE CALL 811 PRINTED IN COLOR. PRINTING THESE u PLANS IN BLACK-AND-WHITE OR ;'�'' —) TY OF AI REPORT ALL SPILLS GRAYSCALE FORMATS MAY RESULT IN A = ` '4, BUILDING DEPARTMENT TB � � 2��� LOSS OF DESIGN INTENT AND � DEPT. OF ECOLOGY 1-800-258-5990 CLARITY/DISTINCTION OF IMPROVEMENTS. �~ _ �� ��� � I '� Lb APPROVED DATE 2—)5_�? BY ROVED FOR C ST U TION fie.•w,� a •� , NO CHANGES AUTHORIZED ` � tM J•; UNLESS APPROVED BY THE �.�• -��� J xl Y• BUILDING INSPECTOR A�; 'aIb'2 � e P BLIC WORKS DIRE R R S CITY OF ARLINGTON F L !� N N E R S 1126/2017 Jan.27,2017 S C I [ N 7 1 s r s LS2-P-COV.DWG DATE APPROVED LEGEND GENERAL NOTES F SEWER GENERAL NOTES EXISTING LEGEND PROPOSED LEGEND 1. ALL WORKMANSHIP,CONSTRUCTION AND MATERIALS SHALL BE PERFORMED OR SUPPLIED IN ACCORDANCE WITH THESE SPECIAL 1. SEE SPECIFICATION APPENDICES FOR CITY SEWER GENERAL NOTES(CH.5) SURVEY CONTROL POINT DEMOLITION LEGEND PROVISIONS,PLANS,CITY OF ARLINGTON(CITY)STANDARD DETAILS,AND THE WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE,AND MUNICIPAL CONSTRUCTION,2014 EDITION,AS ISSUED BY THE WASHINGTON STATE DEPARTMENT OF 2. WHEN EXCAVATION OF ROCK IS ENCOUNTERED,ALL ROCK SHALL BE REMOVED TO PROVIDE A CLEARANCE BELOW,ON EACH , RIGHT-OF-WAY CENTERLINE ------- SAWCUT LINE TRANSPORTATION AND THE AMERICAN PUBLIC WORKS ASSOCIATION,WHICH IS HEREINAFTER REFERRED TO AS THE STANDARD SIDE OF ALL PIPE,AND FITTINGS OF AT LEAST 61NCHES FOR PIPE SIZES 24 INCHES OR SMALLER.MATERIAL REMOVED SHALL SPECIFICATIONS. BE REPLACED WITH APPROPRIATE BACKFILL MATERIAL,WHICH SHALL BE COMPACTED TO 95%STANDARD PROCTOR. RIGHT—OF—WAY ASPHALT REMOVAL ( EASEMENT CONCRETE REMOVAL 2• THE CONTRACTOR SHALL CONTACT THE CITY'S PUBLIC WORKS DEPARTMENT(360.403.3500)TO SCHEDULE A PRE-CONSTRUCTION 3. EXISTING SEWER LINES TO BE ABANDONED SHALL BE REMOVED OR FILLED COMPLETELY WITH SAND,CONCRETE OR CONFERENCE AFTER PLANS ARE APPROVED AND BEFORE STAKING AND CONSTRUCTION START.THE CONFERENCE SHALL CONTROLLED DENSITY FILL.AT THE MANHOLE CONNECTION,WHERE EXISTING SEWER MAIN IS TO BE ABANDONED,THE PROPERTY LINES VEGETATION REMOVAL AREA INCLUDE THE CONTRACTOR,REPRESENTATIVES FROM THE PERMIT AGENCIES,OTHER UTILITY COMPANIES,AND CITY STAFF. MANHOLE SHALL BE RECHANNELED WITH 4,000 PSI CEMENT CONCRETE. ARRANGE A MEETING A MINIMUM OF 48 HOURS PRIOR TO COMMENCING CONSTRUCTION. SURVEY SECTION LINE El INLET PROTECTION ROAD CENTERLINE — — SILT FENCE 3. STAKING SHALL BE PERFORMED BY OR UNDER THE DIRECT SUPERVISION OF THE CONTRACTOR'S LAND SURVEYOR LICENSED IN THE STATE OF WASHINGTON.PROVIDE THE CITY WITH TWO(2)BUSINESS DAYS NOTICE TO INSPECT CONSTRUCTION STAKING WATER METER L UTILITY REMOVAL LIMITS BEFORE CONSTRUCTION BEGINS. WATER LOCATION PAINT CONSTRUCTION LIMITS 4 THE EXISTING TOPOGRAPHIC AND PHYSICAL FEATURES SHOWN ON THESE PLANS ARE BASED ON A FIELD SURVEY BY METRON SURVEY NOTES AND ASSOCIATES,(SEE SURVEY NOTES),RECORD DRAWINGS,AND FIELD RECONNAISSANCE BY RH2 ENGINEERING. u, WATER VALVE ^^ DATA FOR THIS SURVEY HAS BEEN GATHERED THROUGH FIELD OBSERVATIONS,BY METRON AND ASSOCIATES IN FEBRUARY 2016 s a r WATER LINE SITE LEGEND 5. THE LOCATIONS AND ELEVATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE.THE W.- -f 170-- MAJOR CONTOUR CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO COMMENCING WORK TO AVOID HORIZONTAL DATUM, _ carcH BASIN DAMAGE OR DISTURBANCE,AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE CAUSED BY NAD 83191,WASHINGTON STATE PLANE,NORTH ZONE. qlrl THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ALL UNDERGROUND UTILITIES.IT IS UNDERSTOOD THAT c y u - MINOR CONTOUR STORM LINE z t, OTHER ABOVE GROUND AND UNDERGROUND FACILITIES NOT SHOWN ON THE PLANS MAY BE ENCOUNTERED DURING THE COURSE VERTICAL DATUM: • ^ `, SEWER MANHOLE '- CUT LIMITS OF THE WORK. NAVD 88 SANITARY SEWER LINE FILL LIMITS 6 THE CONTRACTOR SHALL PROTECT IN PLACE BUILDINGS,FENCES,APPURTENANCES,ABOVE GROUND UTILITIES,AND OTHER UNDERGROUND UTILITY NOTE: PROPERTY ADJACENT TO ALL CONSTRUCTION AREAS.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR REPAIRING ALL SANITARY SEWER FORCE MAIN LINE -� SIGN TO BE RELOCATED UNDERGROUND UTILITY LOCATIONS FOR STORM,SEWER AND WATER,AS SHOWN HEREON,ARE BASED UPON THE AS-BUILT LOCATIONS DAMAGE CAUSED BY CONSTRUCTION ACTIVITIES. OF UTILITY STRUCTURES,CITY OF ARLINGTON UTILITY AS-BUILT MAPS,CITY GIS MAPS AND UTILITY LOCATE PAINT MARKS. , IRRIGATION BOX ELECTRICAL CONDUIT � 7. IN ACCORDANCE WITH THE DEPARTMENT OF ECOLOGY AIR QUALITY STANDARDS,THE CONTRACTOR SHALL BE RESPONSIBLE FOR UNDERGROUND UTILITY LOCATIONS FOR ELECTRIC SERVICE,TELEPHONE,TV CABLE AND GAS ARE BASED ON UTILITY STRUCTURES, 0 - - IRRIGATION LINE a JUNCTION BOX CONTROLLING ALL FUGITIVE DUST THAT MAY BE GENERATED BY THE CONSTRUCTION PROJECT. UTILITY SERVICE MAPS AND"CALL 811 BEFORE YOU DIG"UTILITY LOCATE PAINT MARKS. Z Ill COMMUNICATION BOX STORM PIPE Q < B. THE CONTRACTOR SHALL CONTAIN WORK TO WITHIN RIGHT-OF-WAY AND THE CONSTRUCTION LIMITS AS ILLUSTRATED IN THE THE USE OF THIS MAP FOR THE PRECISE LOCATION OF THE UTILITY LINES IS NOT WARRANTED OR GUARANTEED. bt ELECTRIC BOX WATER SERVICE PLANS. J SIDEWALK RCW 19.122 REQUIRES 48 HOUR NOTIFICATION PRIOR TO UNDERGROUND CONSTRUCTION ACTIVITY.CONTACT"CALL BEFORE YOU DIG' C5 m POWER METER 9. SEE TECHNICAL SPECIFICATIONS FOR FURTHER INFORMATION REGARDING PERMITS. UTILITY LOCATE SERVICE AT 811. Z Q W A COMMUNICATION LOCATION PAINT CONCRETE CURB AND GUTTER J Z 10. ONSITE EROSION CONTROL MEASURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND BE IN PLACE PRIOR TO LLJ UTILITY POLE WITH STREET LIGHT v DRIVEWAY RAMP AREA B%SLOPE CONSTRUCTION.ANY PROBLEMS OCCURRING BEFORE FINAL ACCEPTANCE BY THE CITY SHALL BE CORRECTED BY THE ccii---o ' PERVIOUS ASPHALT CONTRACTOR.UPON FINAL ACCEPTANCE BY THE CITY,OR AS OTHERWISE DIRECTED BY THE ENGINEER,THE CONTRACTOR y Q N Z UTILITY POLE SHALL REMOVE ALL TEMPORARY,NON-DEGRADABLE EROSION CONTROL MEASURES. LL z OVERHEAD POWER LINE ASPHALT J 11. ANY REVISIONS TO PLANS MUST BE MADE BY THE ENGINEER AND APPROVED BY THE CITY PRIOR TO ANY IMPLEMENTATION IN THE O ® MQ COMMUNICATION LINE FIELD. )- M c NATURAL GAS LINE SEWER LEGEND 12. ALL PAVEMENT MARKINGS,SIGNING AND TRAFFIC CONTROL AS REQUIRED BY THE CONSTRUCTION SHALL CONFORM TO THE W SEWER GRAVITY REQUIREMENTS OF THE MUTCD. cn Z i DECIDUOUS TREE W SEWER FORCEMAIN LL -h' POST MOUNTED SIGN _ A COPY OF THE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS J BUILDING EDGE SEWER MANHOLE 14. WHERE NEWLY CONSTRUCTED PAVING MEETS EXISTING PAVING,THE CONTRACTOR SHALL SAW CUT TO PROVIDE A SMOOTH TRANSITION FROM EXISTING TO PROPOSED PAVING.APPLICATION OF A THIN TACK COAT OF EMULSIFIED ASPHALT SHALL BE ---- ----- BUILDING DOORS APPLIED TO INSURE PROPER BONDING. ROAD MARKINGS 15, THE COMPLETED SURFACE OF ALL COURSES SHALL BE OF UNIFORM TEXTURE,SMOOTH,UNIFORM AS TO CROWN AND GRADE, CURB AND FREE FROM DEFECTS OF ALL KINDS.THE COMPLETED SURFACE OF THE WEARING COURSE SHALL NOT VARY MORE THAN 1/8 SIDEWALK AND DRIVEWAY cONCREn INCH FROM THE LOWER EDGE OF A 10-FOOT STRAIGHTEDGE PLACED ON THE SURFACE PARALLEL TO THE CENTERLINE.THE TRANSVERSE SLOPE OF THE COMPLETED SURFACE OF THE WEARING COURSE SHALL VARY NOT MORE THAN 1/4 INCH IN 10-FEET ROADWAY ASPHALT FROM THE RATE OF TRANSVERSE SLOPE SHOWN ON THE PLANS. 16. MATERIALS SAMPLING AND TESTING SHALL BE AT A FREQUENCY AND MAGNITUDE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS OR DETERMINED BY THE ENGINEER.A PRIVATE AND INDEPENDENT TESTING LABORATORY SHALL PERFORM TESTING AND SAMPLING.CERTIFIED TEST REPORTS SHALL BE FURNISHED FOR ALL TESTS PERFORMED BY PRIVATE TESTING LABORATORIES.THE CITY WILL BE RESPONSIBLE FOR ACCEPTANCE TESTING.IF TESTS FAIL,RETESTS SHALL BE PAID FOR BY THE ABBREVIATIONS o CONTRACTOR. S CB CATCH BASIN HMA HOT MIXED ASPHALT RPBPA REDUCED PRESSURE CONC CONCRETE L LEFT BACKFLOW PREVENTION SECTION AND DETAIL REFERENCES CL CENTERLINE LF LINEAR FEET ASSEMBLY o CPEP CORRUGATED POLYETHYLENE MH MANHOLE SPECS SPECIFICATIONS N CSBC CRUSHED SURFACING BASE COURSE MUTCD MANUAL ON UNIFORM TRAFFIC SS SANITARY SEWER oI CS7C CRUSHED SURFACING TOP COURSE CONTROL DEVICES SSFM SANITARY SEWER FORCE THE FOLLOWING CONVENTIONS HAVE BEEN USED WITHIN THESE DRAWINGS TO REFER THE READER BETWEEN THE SECTIONIDETAL A P Z O DIAM DIAMETER N NORTHING MAIN THE PLAN FROM WHICH IT IS REFERENCED. < y REFERENCE BUBBLES > o DI DUCTILE IRON OSHA OCCUPATIONAL SAFETY AND HEALTH SSMH SANITARY SEWER MANHOLE Lu DWG DRAWING ADMINISTRATION ST STORM e PLAN REFERENCE BUBBLE-REFERS READER BACK TO THE PLAN FROM WHICH THE DETAIL OR SECTION E EASTING PE POLYETHYLENE STA STATION LINE ORIGINATED. o ELEV ELEVATION PROP PROPOSED SY SQUAREYARDS EDP EDGE OF PAVEMENT PVC POLYVINYL CHLORIDE TV TELEVISION /X DETAILISECTION REFERENCE BUBBLE-REFERS READER TO THE DRAWING ON WHICH THE DETAIL OR SECTION IS o EX EXISTING R RIGHT TYP TYPICAL LOCATED. FRP FIBRE-REINFORCED PLASTIC RCW REVISED CODE OF W WATER G GAS WASHINGTON WISHA WASHINGTON INDUSTRIAL WHERE, D=SECTIONIDETAIL REFERENCE NUMBER GIS GEOGRAPHIC INFORMATION SYSTEM ROW RIGHT-OF-WAY SAFETY AND HEALTH ACT fl#=DRAWING NUMBER ON WHICH DETAIL ORIGINATED OR RESIDES. 0 3 0 0 Ea SCALE:SHOWN o r owwa46ltlllCpFMlN swr�uusr G01 1 2 31 - DEMOLITION LEGEND 6 °° °°- O7 CONSTRUCTION LIMITS 9 I Ob 1 2 PROVIDE CB INLET PROTECTION PER WSDOT STANDARD 2'i 1 �/ — PLAN 140.20.00 I I \ 3 PROVIDE SILT FENCE PER WSDOT STANDARD PLAN 2 — I •I 1-30.15-02 1 II 11 I 4 SAWCUT EDGES AND REMOVE EXISTING ASPHALT Y I I 5 REMOVE EXISTING CONCRETE SIDEWALK AT NEAREST r, - JOINTS BEYOND PROPOSED IMPROVEMENTS _ r 6 REMOVE EXISTING LANDSCAPING AS NECESSARY FOR 3 "{,CONSTRUCTION y� 7 EXISTING SIGN TO BE RELOCATED TO LOCATION SHOWN ON DWG NO.C01. B REMOVE EXISTING ELECTRICAL COMPONENTS. - SNOHOMISH COUNTY PUD TO REMOVE METER(METER OWNED BY SNOHOMISH COUNTY PUD) N r u 1 { j 9 EXISTING OVERHEAD POWER TO BE REMOVED.(MAY BE °� ; i 1 { 1 REVISED DURNING CONSTRUCTION.COORDINATE WITH W' re 4 b 1b i i 1 PUD REGARDING TEMPORARY REUSE. x` m w < - REFER TO GENERAL DEMO ) _ 3 3, c� NOTE NUMBER 2 FOR 10 TEMPORARILY CAP EXISTING WATER SERVICE DURING . z u w h w i--------------- TEMPORARY PUMPING. DEMOLITION.(MAY BE REVISED DURING CONSTRUCTION. COORDINATE USE WITH CITY) a m ri 11 ABANDON AND/OR REMOVE EXISTING SEWER FORCE I MAIN PER THIS SHEET,GROUT ENDS V IN PLACE. In 12 REMOVE AND PROPERLY DISPOSE OF EXISTING BUILDING Z AND FOUNDATION Z a 1_3 RELOCATE EXISTING IRRIGATION LINE TO AVOID IMPACT 0 I _J WITH PROPOSED IMPROVEMENTS,IRRIGATION IS TO BE Z O 2 RELOCATED TO AN AREA WITHIN THE 20f00T Q _ 3 VEGETATION BUFFER. O J I 14 EXISTING WET WELL TO BE PROTECTED IN PLACE 0 — J 6 15 EXISTING SEWER MANHOLE TO BE PROTECTED IN PLACE Z Q O ----------` I (SEE NOTE 21N GENERAL DEMO NOTES). J = 2 z 16 ADD 4"RAILROAD BALLAST AND FABRIC EQUAL TO W LJ J TENCATE I 140 N TO PROVIDE DE Y CC CONSTRUCTION SURFA E.SET ON SUBGRADE AFTER Q 04 a NOTE:REFER TO DWG N0.C01 7 16 11 10 12 B 8 14 13 REMOVAL OF VEGETATION AND ORGANIC SOILS.FILL LL Z V N FROM PROPERTY BOUNDARIES. O Q m co ABOVE TO PROPOSED GRADE AS NECESSARY. REQUIRED FOR THE CONSTRUCTION. 2 W Q 1 a I V L m EXISTING SITE PLAN VIEW M fN�R7 EXISTING BUILDING,FOUNDATION,GENERATOR V AND ALL OTHER COMPONENTS TO BE REMOVED, GENERAL DEMO NOTES I Z GENERATOR TO BE RETURNED TO THE CITY. F EXISTING AIR VENT TO BE cs-* mREMOVED 1. POWER MAY BE TEMPORARILY RELOCATED FOR EXISTING MANHOLE LID AND CONSTRUCTION OR NEW DROP MAY BE TEMPORARY AND x FRAME TO BE REMOVED TRANSITIONED TO FINAL.CONTRACTOR TO COORDINATE * W EXISTING 90'ELBOW TO BE CUT,AND WITH POWER COMPANY. EXISTING AIR VENT TO BE PROPERLY DISPOSED OF EXISTING f5' 2. ANY PIPE OR UTILITIES IN CONFLICT WITH BUILDING,VAULTS, REMOVED PVC SS PIPE TO OR PROPOSED UTILITIES SHALL BE REROUTED AROUND EXISTING PIPE TO BE CUT, BE PROTECTED EXISTING WET WELL LID TO BE REMOVED ONLY REMOVED AND PROPERLY IN PLACE MPROVMENT5 AS NECESSARY WITH PIPE AND FITTINGS TO - �- ONCE PUMP BYPASS HAS BEEN COMPLETED. DISPOSED Of MATCH THE SIZE FOUND. $ o g EXISTING WET WELL TO BE 3. PROVIDE,INSTALL,OPERATE AND REMOVE TEMPORARY SEWAGE PUMPS DURING CONSTRUCTION,TEMPORARY g PROTECTED IN PLACE PIPING AND HOSES PROVIDED BY CONTRACTOR.UTILIZE EXISTING COUPLINGS TO BYPASS POINT OR OTHER MEANS.SEE SPECS DIVISION 11 EXISTING DRYWELL RISER BE REMOVED(TYP.2)AND FOR REQUIREMENTS. TO BE CUT AND REMOVED PROPFRI Y DISPOSED OF 4. SEE TECHNICAL SPECIFICATION,DIVISION 2 FOR BUOYANCY o EXISTING PUMPS TO BE CONTROL,DEWATERING AND SHORING REQUIREMENTS. a N EXISTING LADDER TO BE REMOVED AND RETURNED $ Z REMOVED ONCE COMPONENTS ARE TO THE CITY 5. ALL ITEMS TO BE REMOVED SHALL BE DISPOSED OF N C REMOVED,FILL AND PROPERLY. N COMPACT T 6. RETURN PARTS TO CITY,COORDINATE WITH CITY INSPECTOR CONTROLLED DENSITY FOR RETURN. cc TO TOP OF ABANDONED DRY EXISTING 90'ELBOW TO 7. CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION BE ABANDONED IN PLACE WELL CHAMBER EXISTING 90'ELBOW TO WATER AND ELECTRIC POWER. s o BE ABANDONED IN PLACE ` B. TEMPORARILY RELOCATE BUS STOP SIGN TO THE WEST le EXISTING PIPE TO BE ABANDONED IN PLACE (fifi3 DIRECTLY OUTSIDE OF THE CONSTRUCTION LIMITS AS TO > NOT IMPEDE WITH BUS TRAFFIC. a a EXISTING PIPE TO BE — I 9, TRAFFIC CONTROL:REROUTE TRAFFIC UTILITZING CENTER N ABANDONED IN PLACE EXISTING WYE TO BE TURN LANE FOR EASTBOUND TRAFFIC SUBMIT TRAFFIC g REMOVED CONTROL PLAN FOR REVIEW AND APPROVAL BY OWNER EXISTING 90'ELBOW TO o BE ABANDONED IN PLACE BOTTOM CONDITION AND EXISTING VALVES TO BE PRIOR TO BEGINNING CONSTRUCTION.TRAFFIC CONTROL SLOPE UNKNOWNI REFER REMOVED AND RETURNED PLAN SHALL MEET ALL REQUIREMENTS SET FORTH IN THE ^ V TO DIVISION 5 OF THE TO THE CITY(TYP.4) CURRENT ADDITION OF THE MUiCD. i� SPECIFICATIONS. ALL ELECTRICAL COMPONENTS WITHIN THE DRY NOTE EXISTING BUILDING AND WET SCALE:SHOWN -- WELL TO BE REMOVED AND PROPERLY DISPOSED OF WELL LID NOT SHOWN FOR CLARITY a r EXISTING LIFT STATION ELEVATION EXISTING LIFT STATION PLAN o� d+IN ISAUA N YCUUSCSTTT Poe 4 1 Tl GENERAL CIVIL NOTES 1) DEPRESS HATCHES AND VAULTS IN ORDER TO PROVIDE A 1%SLOPE DOWN TOWARDS THE HATCHES KEYNOTES # 1 INSTALL NEW MH OVER EXISTING 8"PVC AND INSTALL NEW S"PVC TO WET WELL REMOVE TOP HALF OF EXISTING 8'PVC IN MH AND GROUT TO CREATE A SMOOTH CHANNEL.INSTALL ✓+oiF� GROUT PLUG TO PREVENT FLOW TOWARDS EXISTING MH TO THE EAST. ..t 2 INSTALL GROUT PLUG TO PREVENT FLOW TOIFROM MH TO THE WEST. 3 EXISTING PIPE TO REMAIN. ";' PROPERTY CORNER SCHEDULE �''•• POINT NO. NORTHING EASTING DESCRIPTION cr• 1 433391.17 132317233 PROPOSED PROPERTY BOUNDARY c�• G 3_ 2 433371.18 1323171.84 PROPOSED PROPERTY BOUNDARY r u i s p, u % UNDERGROUND POWER,REFER 3 433371.84 1323144.15 EXISTING EASEMENT CORNER . x TO ELECTRICAL PLAN SHEETS Y L M N FOR MORE DETAIL 4 43337256 1323114.16 EXISTING EASEMENT CORNER z 5 433373.41 1323077.93 PROPOSED PROPERTY BOUNDARY -- _ - - - 6 433393.41 1323078A4 PROPOSED PROPERTY BOUNDARY POINT TABLE Z Q END TRANSITION FROM ROLLED CURB N- AND GUTTER TO EXISTING CURB AND PROPOSED CMU GENERATOR CONNECTION TO EXISTING FARCE MAIN PER GUTTER BUILDING AND ELECTRICAL PER POINTNO. ELEVATION NORTHING EASTING DWG NOS.SO AND M Z DWG NO M0T CONTRACTOR TO POTHOLE FM BEGIN TRANSITION FROM ROLLED 7 119.55 433402.73 1323082.67 _ TO VERIFY LOCATION AND REPORT TO V SIDEWALK.SECTION PER DWG BEGIN TRANSITION FRG`,1 EXISTING CURB CURB AND GUTTER TO EXISTING 8 119.57 433402.58 1323088.67 J Lu z AND GUTTER TO ROLLED CURB AND GUTTER ENGINEER IF DIFFERENT NO.CO2 CURB AND GUTTER w � ROLLED CURB AND GUTTER PER I MATCH EXISTING GRADE AT BACK 9 119M 433401A6 1323135.66 a (�l END TRANSITION FROM EXISTING CURB AND DETAIL ON DWG NO.CO2. 3 2 OF WALK 10 119.53 433401.31 1323141.65 LL z a GUTTER TO ROLLED CURB AND GUTTER O ® W DEPRESSED SIDEWALK 20 RELOCATE EXISTING SIGN PER 11 119.65 43339259 1323088.42 f- 9 7 T B 1 10 CITY STANDARD DETAIL COORDINATE WITH CITY R 120 7 12 119.68 433377.22 1323103.05 F- (n REPRESENTATIVE FOR LOCATION. V 1'n 13 118.46 433373.20 1323134.82 I T- --r-- 14 119.92 433387.89 1323125.91 • 15 119.92 433379.06 1323132.36 + eon c-- -.- - �. RGN c ♦. RON c 16 119.73 4333BZ73 132312Q69 4" RCN e C,a�vl L- a•rttON G - � G20N C 4"IRON C --- - - - I I 17 119.79 433387.96 1323125,24 18 120.00 433376.95 1323159.9219 19 120.00 433391.98 1323145.63 RELOCATE EXISTING SIGN IN REPLACED 6 - _ -- - - -- - - - 10'-0" G ZO 119.42 433404.92 1323128.03 CONCRETE SIDEWALK PANEL LOCATED SIGN 1A% 14 I o B'FROM THE BACK OF THE SIDEWALK, 21 118.45 433374.13 1323108.19 I w = 1 MATCHING THE EXISTING SIGN PLACEMENT. i 17 o PERMEABLE ASPHALT ACCESSIPARKING I - I I - 10 _ AREA,SEE SPECIFICATION DIVISION 2. SECTION PER DWG NO.CO2. I GO1 R 15' I r 1 4"CPEP APPROXIMATELY 5'LONG.PLACED 0 � + I UNDERNEATH SIDEWALK FROM GUTTER o DRAIN WITH A 1%DOWNWARD SLOPE y 15 1 DAYLIGHTING TO SOUTH.MAINTAIN O MINIMUM 4'COVER OVER PIPE. METER VAULT PER - -- - ._ PROPOSED PROPERTY o DWG N0.MIDI21 t3 T- BOUNDARDY R g 4 EXISTING VEGETATION BUFFER INSTALL COUPLING AND CTS POLY PIPE TO MATCH 3 1B A EXISTING SERVICE DIAMETER COPPER PIPE TO BY PASS PUMPING LOCATION WET WELL 2 _ EXTEND WATER SERVICE TO PROPOSED BUILDING. ACCESS HATCH PER DWG NO.M01 RPBPA MOUNT TO WALL INSIDE BUILDING. PER DING N0.MOt � 5 CITY TO PROVIDE ANO INSTALL METER,SETTER,BOX AND PLACE HOSE BIB AFTER RPBPA INSIDE a FITTINGS IDENTIFIED ON HE CITY STANDARD PLAN. VALVE VAULT PER DWG NO.M01 EXISTING WET WELL BUILDING AT LOCATION APPROVED BY OWNER CONTRACTOR TO EXCAVATION AND BACKFILL AREA EXISTING EASEMENT/PROPOSED MECHANICAL AND PIPING COORDINATE WITH CITY REGARDING INSTALL PROPERTY BOUNDARY PLAN PER DWG NO.M01 BK)SWALE PER DWG N0. ASPHALT ACCESS,'PARKING CO3 AREA,SEE SPECIFICATION SCALE SHOWN DIVISION 2.SECTION PER DWG NO.CO2. r r r PLAN VIEW awwrwws ORAA6 A9AIMGII[WNEN r . i--c 0, 5 /1 ;r 10%SLOPE,SLOPING - 4' AWAY FROM PROPOSED EMERGENCY 1.0% GENERATOR BUILDING. 2"PERMEABLE ASPHALT COMPACTED 4"CEMENT CONCRETE 7�] 117�1-- —I"JEEI I 1=1 IN TWO LIFTS.SEE SPECIFICATIONS - SIDEWALK DIVISION 2 I — I I—I —I ONE LAYER OF TENCATE —1 I 2"COMPACTED DEPTH I- ' MIRAFI HP270 FABRIC 6"COMPACTED DEPTH I CRUSHED SURFACING i CRUSHED SURFACING BASE COMPACTED AND PROOF BASE COURSE COMPACTED AND PROOF COURSE ROLLED NATIVE SUBGRADE ROLLED NATIVE SUBGRADE OR FILL PROPOSED PERMEABLE ASPHALT PROPOSED WALKWAY SECTION M„„ SECTION w tl z ==t z Ri z u w,- • WL/ N` I p FLOW LINE #3 @ 12"O.C.,EACH 12"R WAY,CENTER OF 14"R 13"R + ROLLED CURB z Z 12" I 0 8. 2"COMPACTED DEPTH HMA Z Q N CL.112',PG 64-22 COMPACTED IN - ONE LAYER OF TENCATE � J SINGLE LIFT. - - MIRAFI HP270 FABRICIt 6"COMPACTED DEPTH 6"CRUSHED SURFACING Q CRUSHED SURFACING BASE COMPACTED AND PROOF BASE COURSE Q N ROLLED NATIVE SUBGRADE _ 12. U- z W COURSE OR FILL ~ W PROPOSED ASPHALT SECTION ROLLED CURB DETAIL V cn N PROPOSED ASPHALT SAWCUTEDGES,APPLY PARKING AREA PER PLAN #3 @ O.C.,EACH WAY, HOT TAR WI PAVER CENTERER OF SIDEWALK 5• - SAND ON EDGES 2.0% r r NOTE: J � SEE CITY STANDARD PLANS IN ?� SPECIFICATION APPENDICES FOR SIDEWALKS AND STANDARD CURB AND GUTTER i I__�__ I I II I• I-11I — I—f I_— I L�I � I I� —�- � —I I�_ i �I � � I II i �• I I II i � ASPHALT REPAIR.3'WIDE,MINIMUM 6" THICK CRUSHED SURFACING BASE e :OMPACTED AND PROOFROLLED COURSE AND 4"THICK HMA IN TWO LIFTS. o `I NATIVE SUBGRADE ROLLED CURB PER DETAIL I THIS SHEET PROPOSED SIDEWALK SECTION (FRONTING PARKING AREA) tE U) z PROVIDE SWALE WITH HYDROSEED OVER 6INCHES OF 0 TOPSOIL TYPE C.CONTRACTOR WILL BE RESPONSIBLE < N FOR PLANT ESTABLISHMENT AND MAINTENANCE PER W THE SPECIFICATIONS. 2 1 1 2 II _ 11i c PROPOSED ASPHALT PARKING f AREA PER PLAN COMPACTED AND SCALE:SHOWN PROOFROLLED NATIVE SUBGRADE a r � PROPOSED SWALE SECTION °""WWAUMV'"WN CO2 ISKU640 Pr31 EXISTING WETWELL WALL TO REMAIN TOP PLATE I EXISTING SOIL SMOOTH FACE #4 @ 8"O.C.EW,CENTERED •y�' BOND BEAM REINF. EXTERIOR AT WITHIN THE CAVITY (2)#5 IN GROUTED CELLS TOP OFWALL- � #5 VERT,TYP. CUT CMU TO MATCH ♦ ROOF SLOPE LINER CONCRETE GROUT ♦ NOTE: LINER SHALL ACCOMMODATE �0 BROKEN FACE CMU VAULT,VAULT LIDS AND 6' BUILDING DRAIN LINES AS WELL AS ALL PIPE AND CONDUIT,SEE S-� SPECIFICATIONS DIVISION 5 �'�•. FOR DETAILS.GROUT 54- / CONCRETE AROUND PIPING. #5 CORNER BARS AT ALL NN° ` 54 BOND BEAM LOCATIONS AT WALL CORNERS W Z27. EXTERIOR CMU WALL 3 - u CMU WALL CMU WALL CORNER , SLOPED END WALL DETAIL 4oz LINER REINFORCEMENT DETAIL 407 I1 z O HEADER IN CONTACT W/CMU f- " SHALL BE PRESSURE TREATED O (1)#5 MIN IN GROUTED LINTEL BLOCK BOND BEAM,TOP ` DOUBLE 2x8 HEADER,CONTINUOUS WITH CELLS,TYP. 0 J COURSE 5e"O J-BOLTS AT 32"O.C.IN GROUTED m VERTICAL CELLS,BOLT LENGTH AS Z Q a NECESSARY FOR 6"MIN EMBEDMENT. GROUT(1)COURSE NOTE: J = OVER OPENING IJJ LENGTH AND WIDTH DEPENDANT ON I W SMOOTH FACE EXTERIOR AT 764 - - GENERATOR FUEL TANK.SUBMIT Q N C FLOATED FINISH DIMENSIONS OF PAD WITH GENERATOR. TOP COURSE FOR TRIM �,L z ATTACHMENT,TYP J GENERATOR PAD b DOOR OPENING Q 0 Q GREATER THAN TOOL EDGES WITH Q 24'IN EITHER 3/8"RADIUS DIRECTION 3'BEYONDEQUIPMENT FLOOR SLAB _ H BRUSHED BOLTS,TYP. r FLOOR V V J cn 8'x8"x16"CMU BLOCK(FINISH PER ALL AROUND GE EIRATOR PAD °♦ t4u ARCHITECTURAL DRAWINGS),TYP. (1)#5 EACH SIDE OF OPENING, #5 @ 6"O.C. J®� PROVIDE WEATHERPROOF AND FULL HEIGHT,TYP. EW,T&B ANTI-GRAFFITI COATING ON EXTERIOR. INTEGRAL CMU WALL INSULATION.ALL EMERGENCY GENERATOR PAD 4oB NON-GROUTED EXTERIOR CMU BLOCK TYPICAL CMU OPENING 404 TO BE INSULATED TO A MINIMUM INTERIOR FACE OF ALL CMU R-VALUE OF 9.6,PER TABLE C402.1.2. BLOCKS TO BE SMOOTH FACE BOND BEAM @ 48"O.C.WITH#5 --CONTINUOUS,LAP JOINTS 24"MINIMUM (TYPICAL) NOTE: #5 VERTICAL RST @ 24"O.C.MAX. DOOR FRAME OF SOUND RATED "~' h L DOORS SHALL BE FULLY GROUTED. O AP WITH STEM WALL DOWELS,FILL ALL REINFORCED CELLS WITH GROUT.DO NOT GROUT < J N UNREINFORCED CELLS UNLESS Q OTHERWISE NOTED ON PLAN. #5 DOWELS AT 24"O.C.,TYPICAL,TO MATCH LOCATIONS OF VERTICALLY R R REINFORCED CELLS OF CMU WALL o BOND BEAM, ABOVE. STANDARD BLOCK BOT COURSE _ LINTEL BLOCK b (1)#5 EXTENDED 24" 1�" IN CONCRETE SPREAD 303 BEYOND E GROUTED ELLS - o f FOOTING ED C CELLS + g DOOR - SCALE:SHOWN e r t omwm Its FULL SCALD WHEN EXTERIOR CMU WALL 40, TYPICAL DOOR LINTEL ;mow _ i I '' SO4 Q 31 DIAPHRAGM NAILING BLOCKING TO TOP PLATE PER ROOF PLAN ROOFTRUSS ANCHOR PER PLAN 2XBLOCKING ROOF SHEATHING ; f �` NAILER TRUSS ■ y HOLD DOWN FLASHING WI 2-0'MAX 2x OUTLOOKER AT 24' DRIP EDGE VARIES CC 0 C ATTACH TO GABLE PER PLAN 4x4 BLOCKING L BLOCKING TRUSS WITH SIMPSON A34 1X CONT.TRIM 1"CEDAR FASCIA FRAMING ANCHOR EACH SIDE OVER NAILER FINISH CEILING SIMPSON U44 WI 16d 1' SMOOTH AROUND BOLT NAILING,TYP 2x LEDGER FOR I MAX u�- GYPSUM WALLBOARD WALLBOARD NAILING 0 a H = 500 LB � ` 1x4 CONT.TRIM ` CMU WALL LOAD w x tip ■ y Z Zs�- eau TOP OF GABLE END SECTION 601 EQUIPMENT SUPPORT DETAIL e w a u ._ �_,■L RIDGE VENT NOTES: 1.INSTALL FALL PROTECTION AT ROOF Z PEAK OVER METAL ROOFING AND FASTEN O TO TRUSS WITH 16d NAILS PER MFJR RECOMMENDATIONS PRIOR TO Z INSTALLATION OF RIDGE VENT, O 2.PROVIDE END CAPS FOR RIDGE PER MANUFACTURERS SPECIFICA ~ J N 3.INSTALL FALL PROTECTION ANC FALL PROTECTIONTHAT D RING BUTTS AGAINST EDG EOUAL RIDGE-ITO�GSU�ARDIAN Z Q Q PERFORATED ANGLE 1'i x5'z" VENT ANCHOR @ 8'-0'O.C. J W cc III NEOPRENE CLOSURE STRIP — 3"MIN RIDGE VENT CAP Q IN WITH FASTENERS AT 24',TYP METAL ROOFING O O a ALIGN D-RING WITH i EDGE OF ROOF VENT PLYWOOD DECKING Q H U ILL � H N ROOFTRUSS 2X FLAT BLOCKING,TYP RIDGE VENT DETAIL II _ ROOFING 3 ROOF SHEATHING FRAMING ANCHOR PER PLAN, 12 TRUSS TO TOP PLATE 4 o ATTACH BLOCKING TO SILL PLATE WITH 1'AIR FRAMING ANCHOR PER PLAN GAP.MIN, VENTILATION INSTTILL TO KEEP BAFFLE, INSULATION AWAY g 8 FULL DEPTH VENTED FROM EAVE VENTS FULL FLASHING EAVE BLOCKING WITH DRIP EDGE ` L ON SOUTH SIDE — w GUTTER PLACED I o Z O ON NORTH SIDE OF N N N J BUILDING a o TRUSS R42 KRAFT PAPER FACED GATT INSULATION 1'x8'CEDAR FASCIA 4 SOFFIT ON ALL CEILING SURFACES,INSTALL WITH c OVER NAILER WITH VENT KRAFT FACED SIDE Of INSULATION FACING INTERIOR OF BUILDING. o 2x NAILER 1'x6'CEDAR TRIM, " S CONTINUOUS.TYP FINISH CEILING WITH ONE LAYER LL 1'x2'CEDAR TRIM, CONTINUOUS,TYP. OF 5e GYPSUM WALLBOARD, ke "1 FINISH SMOOTH AND PANT WHITE. $ ATTACH TRUSS TO SILL PLATE WITH 6 FRAMING ANCHOR PER PLAN 1'x6'FINISH GRADE HEMLOCK s a TRIM,CONTINUOUS,TYP. o g CMU WALL/TRUSS CONNECTIONS 6o3 SCALE:SHONIN d f OM'�bIJIIA[�'I!4YHEN M111bG■RT S05 11 91 NOTE PROVIDE ADEQUATE 2'SCH.80 PVC DISCHARGE PIPE ROUTED WITH DOWNWARD PRESSURE GAUGE SUPPORT FOR AIR VACUUM SLOPE TO WET WELL.SEE DWG RELEASE VALVE ASSEMBLY. NO.M01 FOR CONTINUATION 1 SUPPORTS AND HARDWARE i THREADED SS PIPE NIPPLE AND SHALL BE STAINLESS STEEL. h"SS BALL VALVE NORMALLY PVC PIPE SHALL BE - CLOSED.VALVE SHALL BE USED SCHEDULE 80. TO BLEED AIR DURING ROUTINE TYPE A-FLANGE SUPPORT MAINTENANCE. '2.DIAPHRAGM SEAL 2'SCH 80 PVC UNION 2'AIR VACUUM '?'STAINLESS STEEL BALL 6"HDPE ELECTROFUSION 2"SCH.80 PVC 90"BEND(TYP.) RELEASE VALVE VALVE NORMALLY CLOSED. TRANSITION SADDLE(AKA EQUAL TO A.R.I. {, CORP SADDLE)WITH�'fPT MODEL D-025. i STAINLESS STEEL NIPPLE STAINLESS STEEL OUTLET ISOLATION AS REQUIRED(TYP.) ..%a; , VALVE =TEE I 2'THREADED INLET 8 'HDPE 2' o --I r n z x2 2'PVC UNION ELECTROFUSION I I r e 'i T ff TRANSITION SADDLE W y Z` 8'HOPE FORCE MAIN r , . TYPE B-SADDLE SUPPORT 6"STEEL I I DISMANTLING JOINT - - ! 00 - I I ZO Q z = f' TYPE C-SADDLE CLAMP SUPPORT J Lu III LL Z Oo V PRESSURE GAUGE DETAIL AIR VACUUM RELEASE VALVE DETAIL PIPE SUPPORT DETAIL 1 , - a cn U LL U LANDSCAPING PER 4" STEEL CAM-LOCK DUST CAP _ EMERGENCY GENERATOR CONCRETE J CW@ CIVIL PLANS J BUILDING WALLIRISER + L I I J I---1B' T MN. -— V DIA.RUNGS,EQUALLY SPACED f - VERTICALLY @ 12"O.C. I I L I I I I PLAN ASPHALT PARKING AREA PER CIVIL PLANS 6'STEEL NPT NIPPLE,1'- 1 _J HATCH CURB 1 � OPENING 1"LONG - I o D 8'OF CSBC COMPACTED TO A FIRM . VAULT PER DWG NO.M01 y T 12"IMAX ¢ AND UNYIELDING CONDITION 1 o - 6"MALE x 6"FEMALE BAR 3", _ 1 THREADED STEEL CAM 2'2k'2'BRACKETS R PROVIDE ADDITIONAL ADAPTOR � O.C.MAX.VERTICAL DIAGONAL BRACKETS SPACING AT TOP CONNECTION VALVE BOX WITH EXTENSIONS AS SST LADDER SAFETY PAST,BILCO _ W Z NECESSARY 2'2"SCH.80 PVC PIPE,APPROX- LADDER-UP OR EQUAL.INSTALL PER LENGTH Y-3',(TYR 2) MANUFACTURER'S RECOMMENDATIONS � 0 vi 2'i SCH.80 PVC P-TRAP, a J o PIPE BEDDING AND TRENCH (TYR 2) 2'2*SCH.80 PVC PIPE, STRINGERS,FB 2127X'27 W G DI FLANGE TO FNPT(COMPANION BACKFILL PER CITY 2'2"SCH.80 PVC PIPE,APPROX. APPROX,LENGTH 5'-9' TYP> LADDER RAILS,PUNCH FLANGE) STANDARD DETAIL SS-120 LENGTH T-4%(TYP.2) 2'2"SCH 80 PVC 45'BEND TO RECEIVE RUNGS o 6"DI 90'BEND 22 SCH.80 PVC TEE 2'7-SCH.80 PVC 90'BEND - °e CONCRETE o (FLxFL) 21i SCH.80 PVC PIPE, lYP ANCHORS,TYP. APPROX.LENGTH V-10' - IN LIEU OF TOP DI GATE VALVE(FLxFL) 2'i SCH.80 PVC 9D'BEND LINER ' 6 DIAGOINALEXTEND 5 N GROUT RAILS AND BEND 3"AT 3 /2"MAX 2 l FLOOR.SECURE WITH 3 EXISTING NATIVE TYP. °e CONCRETE SUBGRADE EXISTINGWETWELL 1 ANCHORS of _ PROFILE SCALE.SHOWN BYPASS PUMPING PORT ELEVATION EMERGENCY GENERATOR BUILDING FLOOR DRAINS LADDER DETAIL OW �`"r9NEN M02 13 1 31 ONE•IJNEDIAOBAMS9MBOL8�� PANELBOAIRD$,$W/TC ANDEQUIPMENT_ I LIGH1fNWI IURESIDL'IIM.EB'' --= ARBREWATION$_ LADDER LOGIC SYMBOL LEGEND IF hl I hl 1-71 , NN II _ I _I _ _ IIIR II I I _ __ 1 FIRE SYSTEM SYMBOLS - a M ?, INDICATE TYPE BY zs 1 INSTRUMENT METER LETTER z z i I I 3= KamN I r _ ADDITIONAL SYMBOLS nawallsL'VD • PROPOSED POWR PROPOSED TELEPHONE I I Z f I: - - - PROPOSED INSTRUMENTATION 0 �_ Q I = • J Z co VALVE SYMBOLS PJtOIVU Ok F JF;'PLPN LEGEND Z TQ r h - - - - - It _ cc Q N J I ' II LL. z J h � V RECEPTACLES AND JUNMNB07(SYAfB018 - II ITII w - - J W P10'FOAMAT '- I III_I 11 h r PSID BUBBLE IDENTIFICATION CHART ; = t1= 11-1 -H_ QROUIMG/IMO$YSTEAi_SY�IBOLB_ _ — 1i :I I(MODIFIER) F • I W ----I--1- j-----1 --I ------- Is I a A. • - SWACN OUTLETS_ ELECTRICAL SITE PLAN SYMBOLS GENERAL NOTES — hh Al, h -i _ - ----- - ' h 1 :I' 'h I ( h l F I : 11 _,-I I=11ll IF -'I .II 1 h- II Ilh --------I- ------'- - ------- .-11 I- I Ih[ 1111� . _' I Oy SCALE:SHOWN I - u :. 1. - 1• � I •y. III - I 1 11 U. r r - I I ONRd/.06 HIM SGVF WNEN nwurrtuusr E01 14 31 �—OUTSIDE ,a AUTOMATIC TRANSFER SWITCH,"ATS" rO PROPOSED MAIN SERVICE I MOTOR CONTROL CENTER"MCC"480V,30,4W,600A,42 KAIC WITHSTAND 1 IA 20013TM 1H 1E 2A,2G 3A 4A 1K DISCONNECT ?-IS I I I I I NEUTRAL ) )TM /TIM !1 TM )TM 1 " DIGITA l I METER L I 20013 J TM, PROPOSEDSTANDBY SE GENERATOR I 480V 15 kVA —1 I S� 30,2081120V I U� _ NNN ?^, � 5% 5% 1 w i E I I REACTORS REACTORS W z H m w e 20013 zTIM 3> t u PROPOSED UTILITY wn z^ m e N n= METER I I ) ) 1 = T. 208I120V 5% 5% 1 WK I I GND BUS• 11REACTORS 11REACTORS I I Z EXISTING POLE-MOUNTED I 1T I I - 1 TRANSFORMERS PROPOSED zH GROUNDPER 0 N.E.C. INSIDE_ _ _ _ __ J CC — NEMA 4X SS POWER JUNCTION � C BOX MOUNTED INSIDE z Q a EXISTING PRIMARY 480/277 VOLT EXTERIOR ENCLOSURE. • J = SERVICE POWER HAND HOLE,SEE z LLI DWG NO.E03 FOR MORE ] a N a INFORMATION mx 0 LL Z ` ui O O EXTERIOR JUNCTION z BOX ENCLOSURE J NEMA 4X SS INSTRUMENTATION In Lb PROPOSED SEAL-OFF, AND CONTROL JUNCTION BOX V L z MOUNTED INSIDE EXTERIOR TYPICAL ENCLOSURE. J STATION LOAD CALCULATIONS PUMP 1(30 HP) 40.0 A X 1.25= 50.0 AMPS PUMP 2(30 HP) 40.0 A X 1.00= 40.0 AMPS LIGHTING TRANSFORMER(15 kVA) 181 A X 1.00= 18.1 AMPS BUILDING HEATER(3 KW) 3.6AX1.00= 3.6AMPSI TOTAL 111.7 AMPS $ o SIN SERVICE ENTRANCE LIGHTING g DISCONNECT TRANSFORMER ELECTRICAL NOTES SWITCH 1.PROPOSED FUSING OR CIRCUIT BREAKER PER SURGE � PROTECTION DEVICE MANUFACTURER'S RECOMMENDATION. o GND BUS #6 MIN. 2.SEE GROUNDING DETAIL,THIS SHEET. Z #4 MIN. #4 MIN. 3.GROUND ROD PER N.E.C.(TYPICAL).SEE DWG NO,E08 FOR W WC7WFLLVr1ULrGLA551 DETAILo En'—, 1 REBAR MAT WATER PIPE 4.SEE DWG NO.E12 FOR CONDUIT AND CONDUCTOR SCHEDULE. i 5.SEE DWG NO.E12 FOR ELECTRICAL EQUIPMENT SCHEDULE. R PROPOSED UFER � � o CONNECTION - 6.STUB UP SPARE CONDUIT AT MCC FOR FUTURE PUMP 3. GROUNDING a ONE-LINE DIAGRAM x SCALE:SHOWN o r r UMWMISFULLSMEWNEN � OMNAUMr 102 15 31 ELECTRICAL NOTES 1.SEE DWG NO.E12 FOR CONDUIT AND CONDUCTOR SCHEDULE. �s— EXISTING UTILITY POLE AND OVERHEAD TRANSFORMERS 2,SEE DWG N0.E12 FOR ELECTRICAL EQUIPMENT SCHEDULE. 3.SEE DWG NO.ED4 FOR UNDERGROUND CONDUITS BETWEEN GENERATOR BUILDING AND WET WELL,VALVE VAULT,AND METER VAULT, 4.CONTRACTOR SHALL COORDINATE SECONDARY POWER REQUIREMENTS WITH SNOHOMISH COUNTY PUD.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK NOT PERFORMED BY PUD. 5.PROPOSED POWER HAND HOLE BY PUD.CONTRACTOR SHALL PROVIDE EXCAVATION AND - RESTORATION FOR INSTALLATION OF HAND HOLE PER PUD REQUIREMENTS. S.PROPOSED UNDERGROUND SECONDARY POWER SERVICE TO POWER HAND HOLE CONTRACTOR SHALL PROVIDE EXCAVATION AND RESTORATION FOR INSTALLATION OF SECONDARY POWER SERVICE,AND SHALL PROVIDE AND INSTALL CONDUIT TO POWER HAND HOLE.PUD SHALL PROVIDE AND INSTALL CONDUCTORS FOR SECONDARY POWER SERVICE TO U POWER HAND HOLE. c« ?€ z�r u ; z u x�o'- p4m Z n Z 204TH STREET NE a W H N J Q V H V W POWER J HAND HOLE W u z ' ■. � MAIN SERVICE DISCONNECT METER VAULT UTILITY METER $ o s g — VALVE PROPOSED S ASPHALT VAULT PROPOSED g ACCESSIPARKING AREA BUIIOING Z o EXTERIOR JUNCTION BOX m� � � ENCLOSURE EXISTING WET WELL m ACCESS HATCH,TYP. 9 a a s ELECTRICAL SITE PLAN SCALE:SHOWN v r 7 �� a'MM406n+c[SCstEwRk flMflASWI57 E03 16 131 � L��� ` •`P\e I � I •A''� I � POWER HAND HOLE.SEE ELECTRICAL SITE PLAN DWG NO.E03 FOR DETAILS. ur � TELEMETRYPANEL,'RTU" METER VAULT w _ PANEL"L', MOTOR CONTROL SPACE FOR FUTURE MCC SECTION FOR VENTILATION CONTROL THIS SECTION CENTER,'MCC' . z u w W FUTURE PUMP 3 PAP EL 9/CP' u n n w z c x;o� I • rc=:m� ► "RTU" I i �v L _ 1 � z I I• MAIN SERVICE I ` � VALVE VAULT DISCONNECT \ I 'RTU' __ MAN DOOR O Z ►- "RTU" Z P: a Ii L ———1 ACCESS HATCH - - - RTU CIA"DV,,XW2h�! OUTLINE,TYP. UTILITY + MCP" J METER •ATS• 1 STANDBY GENERATOR. 6 0 m Q CP„ SEE DWG N0.E71 FOR VCP" Z G_U1*I DETAILS. •� Z Q G.y�OV 2 nY!'� "RTU" J `2 Q r DOUBLE DOOR 'RTU' 1 r"VCP" cc I ! ►"RTU' EXHAUSTLOUVER cc . Q N 0 Z A _ vcP O o g m PUMP N0.2 'RTU" , I i I o I U) -I 0 EXHAUST LOUVER ACTUATOR, V I 'LA2',12BVAC,10 L N PUMP NO-1 �I LEVEL "MCC'I "VCP1 J Q MISSION CONTROL L" I TRANSMITTER - MOUNTED PANEL,'M-CP" "MCC" uJ 1 __O _ 1/ I l/. BENEATH"ATS" I I AUTOMATIC "RTU" TRANSFER J v ^o O I MCC"'1 SWITCH,"ATS" ° u ' . a I�III III I I� - I . t GENERATOR BATTERY 11 CHARGER WET WELL I I I +} "VCP" , ` RADIO ANTENNA CIRCUIT SEE ►- "RTU" -I I I — INTAKE LOUVER ELECTRICAL DETAILS FOR ANTENNA INTAKE LOUVER ACTUATOR, REQUIREMENTS. O TA1",120VAC,10 o EXTERIOR JUNCTION BOX ENCLOSURE.SEE DWG NO. J E09 FOR DETAILS. 3 a W N ELECTRICAL NOTES N O L- US1.SEE ELECTRICAL SITE PLAN DWG NO.E03 FOR CONTINUATION. g J g 2.GROUND ROD PER N.E.C.(TYPICAL).USE EXOTHERMIC WELD CONNECTION AT THE m GROUND ROD.SEE DWG N0.EOB FOR DETAIL.LOCATE GROUND RODS 2'MINIMUM FROM BUILDING FOUNDATION. POWER DISTRIBUTION AND SIGNAL PLAN s 3.CONNECTION TO REINFORCEMENT GRID(TYPICAL OF 2 LOCATIONS).SEE DWG NO.EOB 1/2 =t'-0' FOR ADDITIONAL DETAIL. _ N a a 4.CONFIRM ALL CONDUIT STUB-UP LOCATIONS WITH GENERATOR MANUFACTURER. a r 1 5.BOND GROUND SYSTEM TO WATER PIPING. _ 6.SEE DWG NO.E12 FOR CONDUIT AND CONDUCTOR SCHEDULE. g 7.SEE DWG NO.E12 FOR ELECTRICAL EQUIPMENT SCHEDULE. SCALE:SHOWN o r =VM1SwusraewHffl WAZA%csr Dwho E04 17 �1 ,s NAMEPLATE NNN PROPOSED MOTOR DISCONNECT SWITCH CONTROL CENTER"MCC — N: WITH DEPTH EQUAL TO 2D' 2 3 4 2Jy NRN MCC CONTROL DEVICES A o a- Z a _ _ W C RUN-TIME METER O H I F a seoo C) J Q D- 2 W Fi I VFD KEYPAD MODULE Z m E- u . J H (� START COUNTS cc W cal G an ® ® T� -- IL cc U - O J O 1 cn J_ ® ® ® :i U HAND-OFF-AUTO SWITCH PUMP RUNNING LIGHT o` O M EMERGENCYSTOP PUSHBUTTON EMERGENCY STOP LIGHT CONCRETE HOUSEKEEPING PAD PUMP SEAL FAIL UGHT PUMP FAULT LIGHT MOTOR CONTROL CENTER LAYOUT e id Fo- g PUMP OVERTEMP LIGHT ALARM RESET PUSHBUTTON W w Z 4 O La TYPICAL VFD PANEL LAYOUT Q (PUMP 1,PUMP 2 � R � a � 3 x SCALE'SHOWN r r r FE06 6RR(SC4f WHEN yLc4t01lSY 19 31 - 1 � it •+".'t,} 1 I I 1 I �x p. 1. W 1 I =T i ; ___ __ 1 • ' u[ N • �Fi F K: • 1 • '- 1 I Z fA •h 1 1 1 IFS V I_ 1 I it 1-h z Q V • - � L a 1 J = TS-1 c 0 N _V LL Z 02 5 0 1 I - I I I I V N O i U- oc I M F- • - � I I 1 -1 I I � .o- - - - - - - - - - DIAGRAM 2: BACKUP FLOAT CONTROL LOGIC 1 _ 1 m 1 ' ------------- ----------- ' 1 :: 1 1 1 0 1 i i i ' ---------------- - W Z h1 1 1 1 1 1 < W 1 1 1 1 ELECTRICAL NOTES 1 1 1 1 1.THE TYPE OF PUMP PROTECTION RELAY MAY VARY DEPENDING ON THE SELECTED PUMP MANUFACTURER.CONTRACTOR SHALL PROVIDE AND INSTALL THE APPROPRIATE PUMP PROTECTION RELAY EQUIPMENT AS RECOMMENDED BY THE PUMP MANUFACTURER. LL CONTROL WIRING SHALL BE MODIFIED AS NECESSARY TO ACCOMMODATE THE PROVIDED I PUMP PROTECTION RELAY AT NO COST TO THE OWNER _ DIAGRAM 1: PUMP 1, PUMP 2 x g SCALE:SHOWN v r w1�11wGRrURI scut"N ewururtsr E07 20 91 / SMOKE Riu DETECTOR\ CADWELD TYPE TA. �__�_ �(�)+iN \ CADWELD CABLE TO CADWELD TYPE RR 24V L -- CADWELD END CABLE TO COPPER ; -- I CABLE TEE 24V -------- ❑(2)+OUT CONNECTION. 1 UPPER REBAR CONNECTION. CONDUCTOR I REBAR --- --�(3)IN/OUT I COPPER CONDUCTOR + -------- - � t - ----- SMOKE C I -----_ -------�(4)A SURFACE ALARM --0(5)A j MOUNTED J BOX. SPLICE 1 MANUFACTURER'S - SWITCH WIRE TO GROUND REBAR DETAIL GRC CONDUIT STRAPPED TO FIELD WIRE IN GROUND TEE DETAIL WALL WITH STAINLESS STEEL JUNCTION BOX. j I I Q DIAGRAM 3: BUILDING SMOKE DETECTOR CIRCUIT PIPE CLAMP �I LIQUID LEVEL SWITCH.SET D CADWELD TYPE XA. m w a ?n No SCALE TO SWITCH WITH 112"OF WATER ON FLOOR. CADWELD TYPE GR CADWELD CABLE TO a e CADWELD CABLE TO CABLE CROSS h m CONNECTION. z x w < COPPER CONDUCTOR GROUND ROD CONNECTION. -z w 3.: z=.W= wn_�; usw n C, n F x=o D I . z�u ._ rc'm� 5I0"X B'COPPER COPPER L VENTILATION CONTROL PANEL,'VCP" N GROUND ROD. CONDUCTOR SIZENEMA12ENCLOSURETOFITCONTROLEQUIPMENT- I - - FLOOD SWITCH DETAIL (TYPICAL) Z L'20A CKT O OFF GROUND TEE DETAIL GROUND CROSS DETAIL z a HAND AUTO CR LOUVER ACTUATOR ~ J N START SIGNAL • 1 CALL I m J Z FROM GENERATOR = Q • --- --- . I w W COOLING THERMOSTAT Q N 0 LL Z J CB -�-- --I- 02 V = ---120P_ 120N--- • � � NORMALLY OPEN, V V CR1-1 20A POWER TO CLOSE LL W •INTAKE LOUVER I PROPOSED CONCRETE J J ACTUATOR,"LA1" COVER NORMALLY OPEN, I GRAD' mmmmmmfm W CR1-2 20A POWER TO CLOSE _EXHAUSTLOUVER PROPOSED CONCRETE ACTUATOR,-LA2" ( GROUND ROD PROTECTOR 13' o °V DEPTH X 12'HEIGHT WITH Jv COVER.PIPE INC.412R-12A 6 INTAKE LOUVER EXHAUST LOUVER 12R-12T,OR EQUAL POSITION SWITCH POSITION SWITCH L IN e • CR I 120V 2 518NO'LONG COPPER ON GROUND ROD. L 1 NUMBER OF FIXTURES VARY DEPENDING ON -G •"LOUVERS OPEN" HANDSWITCH OFF CIRCUIT. I -- 0.5 MINUTES _ SET @ 1 MINUTE AUTO —PHOTOCELL CR1-3 CR2 1R • PROVIDE ON/OFF/AUTO ` c� TOGGLE SWITCH.PHOTOCELL c WALL-MOUNTED OUTDOOR SHALL CONTROL LIGHTS IN W TR1 1 I AUTO POSITION. PHOTOCELL e "LOUVER FAIL J � 2 R TO OPEN" O_ ¢ N z ( DIAGRAM 5: OUTDOOR BUILDING LIGHTING CIRCUIT GROUND ROD DETAIL m CR14 TR1-2 to 1 RTU s I LOUVERS OPEN LOUVER FAIL TO OPEN g DIAGRAM 4:VENTILATION CONTROL PANEL, "VCP" SCPLE SHOWN c r r AVAU fISIM E A0W AN awuwwar HFT1p E08 21 3t T-O" NEMA 1 SS ENCLOSURE,20• DEEP. T_ INTRUSION SWITCH,MOUNT PER MANUFACTURER'S RECOMMENDATIONS, KEY LOCK HANDLE NATIVE MATERIAL COMPACTED TO RED ELECTRICAL WARNING -? 95%PER ASTM D1557 OR AS TAPE CENTERED OVER i' REQUIRED PER PLAN EACH CONDUIT IN TRENCH FINISH SURFACE PER PLAN COLOR MATCH TO j (TYP) BUILDING DOORS y STUD MOUNTED SS GRATING ON FRONT AND SIDES OF + SECURE TO CONCRETE PAD EXTERIOR PANEL ENCLOSURE. COVER OVER _ WITH 112"SST CONCRETE HIGHEST CONDUIT - ANCHORS,TYP.EMBED 3'MIN. IN TRENCH SAND BEDDING MATERIAL u^ aaa z ELECTRICAL CONDUIT NUMBER AND MINIMUM DEPTH BELOW! / _- 2"CLR- BO TTOM OF DEEPEST SIZE VARY AS PER SITE PLAN. r.z W i ; 4(TYP) !+-•.. - - - :. - ••. _... - ) CONDUIT INSTALLED IN BETWEEN < u. N I , TYP TRENCH MAINTAIN 12'SPACING ( TELEMETRY CONDUITS AND OTHER =I u w h_ i -` ,I"(,`�ii� CONDUITS. • waa = $, r TYPICAL ELECTRICAL TRENCH DETAIL #5 @ 12"O.C.EW, r , NATIVE OF STRUCTURAL CENTER IN SLAB '',• ' r r r r •r ) Y FILL COMPACTED TO 95% _ MAX DRY DENSITY PER NOTE:BURY DEPTH OF CONDUIT AND HORIZONTAL SPACING SHALL z 8'MWCRlISHEDBASE UNYIELD \ \ /�A� RACE c MODIFIED PROCTOR BE CONFIRMED WITH SERVING UTILITY BEFORE CONSTRUCTION. BUILDING INTRUSION SWITCH DETAIL Q COURSE COMPACTED TO �`•.• � ��`""°CONDITION. EXTERIOR JUNCTION BOX ENCLOSURE UNDISTURBED NATIVESOiL I ? = ELEVATION DETAIL z a J ccLu W Q c\J G LL Z J INSTRUMENTATION AND 0 O POWER TERMINAL BLOCKS, CONTROL TERMINAL Q TYPICAL AS REQUIRED. BLOCKS,TYPICAL AS PROPOSED TERMINAL REQUIRED. BLOCK WITHIN JUNCTION CD ~ BOX ENCLOSURE V V h- 2'-0" I— 2'-0" 1 INSTRUMENTATION AND ' ROOF TRUSSES(TYP) Lu POWER JUNCTION BOX. —� —r j— CONTROL JUNCTION BOX. GALVANIZED C-CHANNEL OFFSET J J NEMA 4X SS ENCLOSURE, F BRACKET,SECURE CONDUIT TO W 12'DEEP.SECURE TO NEMA 4X SS ENCLOSURE, FIELD WIRE BRACKET. EXTERIOR PANEL. <', r 12"DEEP.SECURE TO CONNECTIONS �`�' GRC CONDUIT(TYPICAL).CONDUIT A EXTERIOR PANEL. SHALL BE NEATLY AND EQUALLY tT J 2'0' 7.0" !' \1 CABLE,LENGTH AS I SPACED,CONDUIT SHALL BE e` NECESSARY TO REACH GROMMETED CABLE I 1 PARALLEL WITH WALLS. FITTING,TYPICAL.SEE GROMMETED CABLE TERMINAL BLOCK DETAIL THIS SHEET. \ FITTING,TYPICAL SEE r + OET4THISSHW. TYPICAL WALL-MOUNTED ENCLOSURE POWER CABLE WITH I i <] o � CONDUCTORS INSIDE OVERALLJACKET TERMINATION (MANUFACTURER CABLE) I , BOX ENCLOSURE o 1.)SIZE AND NUMBER TYP. , ' OF CONDUIT VARIES, SEAL 2.)THIS DETAIL TYPICAL C — FOR ALL SURFACE 11. MOUNTED CONDUIT. R LJ D I CORD GRIP(CGB),SIZE o I I TO CABLE DIAMETER FLOOR tTYP} w z O CABLE FROM WET WELL(TYP.) J i SURFACE MOUNTED CONDUIT DETAIL !/ f NOT to SCALE z 11 `III 11 /111 0 TO WET WELL TO WET WELL a PERMANENT WIRING FROM TO"MCC" TO"RTU" PERMANENT WIRING FROM a "MCC"(WITH PERMANENT 'RTU•(WITHPERMANENT CABLE TRANSITION DETAIL (TYPICAL) EXPLOSION-PROOF SEAL EXPLOSION-PROOF SEAL zs FITTING) FITTING) x _ INTERIOR JUNCTION BOX ENCLOSURE SCALE:SHOWN = ELEVATION DETAIL NOT To SCALE r wu r w+anoase�u� aw urasun�s r urrrei. Sn 1vU: E09 22 31 i PROVIDE FLASHING AS SUPER CRITICAL GRADE SLIM LINE EXHAUST SILENCER WITH 2" ✓' REQUIRED TO SEAL VENT THERMAL PACKING BY GT EXHAUST OR EQUAL.SIZE AND TYPE MAIN SERVICE MOTOR CONTROL TELEMETRY PANEL,"RTU" ROOF PENETRATIONS SHALL MEET APPROVAL OF ENGINE GENERATOR MANUFACTURER DISCONNECT CENTER,"MCC" AND THE NOISE CRITERIA LISTED IN THE SPECIFICATIONS.PROVIDE STAINLESS STEEL TAP AND BRASS BALL VALVE AT LOW SPOT IN EXHAUST FOR DRAINING CONDENSATION.PROVIDE ALL EXHAUST WITH PIPE SUPPORT SYSTEM. UTILITY VENTILATION CONTROL METER ry PANEL,"VCP" 9'CLR MIN, I STAINLESS STEEL `e ,IL'J�1 JIB A EXHAUST PIPE,TYP. } CAUTION SIGN SECURED CUSTOM DUCT DOOR PROVIDE VENTING(TYP,OF 3)FOR STANDBY � � TO EG SET.SEE DETAIL AND BELLOWS GENERATOR SUB BASE FUEL TANK PROVIDE } .t'i THIS SHEET. FLAME ARRESTERS AND RAIN CAPS ON ALL i EG EXHAUST VENTS.VENTS SHALL TERMINATE MIN.12' EG EXHAUST FAN AND 2 GAUGE FLEXIBLE (BELLOWS}BOLT EG CONTROL PANEL FAN ABOVE GRADE AND MIN 5'FROM ANY BUILDING SHEET METAL ADAPTER( AND CIRCUIT 3.0- EG EXHAUST OPENING.SECURE AND BRACE VENTS AS ` FLEXIBLE ADAPTER TO THE METAL LIP OF THE NECESSARY FOR WIND AND STRUCTURAL LOAD. FLEXIBLE EXHAUST BREAKERS EXHAUST FAN USING 114"BOLTS. LOUVER BELLOWS BY GT _ ROUTE VENTS TO AVOID CONFLICT WITH c STRUCTURAL MEMBERS OF BUILDING. EXHAUST OR EQUAL _ 3 � W n DOOR I I W z 1 x� 1 ` I� • W6/ _- I I EG EXHAUST LOUVER i GENERATOR BATTERY a STANDBY - CHARGER I `� ' z GENERATOR I PROVIDE 16"W X 16"H X (I THICK HINGED,GALVANIZED � STEEL PLATE ACCESS DOOR Z WITH RUBBER CASKET AND Q $- HANDLE FOR ACCESS TO THE LOUVER ACTUATOR. J ` APPROVED FOR CONSTRUCTION CUSTOM DUCT AND _Z C( a LEVEL AUTOMATIC MISSION CONTROL PANEL J W TRANSMITTER EG INTAKE LOUVER BELLOWS LLd MOUNTED SWITCHEATS• ENGINE GENERATOR-SIDE ELEVATION - STAINLESS STEEL PITCHED VENTILATED JAMES X.KELLY,PE Ir cc BENEATH"ATS" PUBLIC WORKS DIRECTOR Q C l ROOF THIMBLE ASSEMBLY WITH RAIN ENGINE GENERATOR-PLAN CITY OFARLINGTON GUARD.GT EXHAUST OR EQUAL. O z O DATE APPROVED STAINLESS STEEL RAIN CAP WITH a PROVIDE ALL NECESSARY STAINLESS STEEL MOUNTING FLASHING,TRIM AND CAULKING HARDWARE.GT EXHAUST OR EQUAL. _ i- cc AT ROOF PENETRATION. V U) U J 17- BLOCK LETTERING SEE MOUNTING DETAIL ON STRUCTURAL 1 LL Z TYPICAL BOTH SIDES 3"HIGH WHITE BLOCK DRAWINGS FOR EXHAUST PIPE SUPPORT ROOF OUTLINE W OF SIGN. LETTERING. CONNECTION TO ROOF TRUSSES. T 2"HIGH WHITE CAOTIOW BLOCK LETTERING. 20 GAUGE SHEET METAL DUCT.FORM THE FLEXIBLE �� e SHEET METAL ADAPTER TO THE DISCHARGE ACOUSTICAL LOUVER.BOLT TO LOUVER AROUND PERIMETER OF DUCT USING 114"BOLTS.SECURE TO RED FIBERGLASS SIGN. FLEXIBLE ADAPTER USING SHEET METAL SCREWS, CAUTION SIGN DETAIL LETTERING.ALL 3 i I c. ELECTRICAL NOTES I~ 1.ALL PIPE PENETRATIONS SHALL BE GROUTED WITH NON-SHRINK GROUT UNLESS NOTED OTHERWISE. 3 0 V y 2.ALL EXHAUST PIPING SHALL BE STAINLESS STEEL.SILENCER SHALL BE STAINLESS STEEL. 4 Z SIZE AS RECOMMENDED BY ENGINE MANUFACTURER. k Q a to 13.ALL STAINLESS STEEL USED IN GENERATOR ROOM SHALL BE TYPE 304. ~ 14.CONTRACTOR SHALL MAINTAIN 9"OF CLEARANCE BETWEEN THE CEILING AND THE - � m � ALUMINUM JACKET AROUND THE EG EXHAUST. I A o _ 5.STAINLESS STEEL EXHAUST PIPE,SIZE AS RECOMMENDED BY ENGINE MANUFACTURER AND SUB BASE TO MAINTAIN EXHAUST GAS VELOCITY OF 225 FEET PER SECOND OR LESS.PROVIDE 1" FUEL TANK ` FIBERGLASS EXHAUST INSULATION BLANKET.BLANKET SHALL BE RATED TO WITHSTAND A MINIMUM TEMPERATURE OF 1200"F.WRAP ENTIRE INTERIOR EXHAUST PIPING(INCLUDING w 6 a a BELLOWS)WITH INSULATION BLANKET;DO NOT WRAP SILENCER.PROVIDE EXHAUST WITH PIPE SUPPORT SYSTEM. x 6.GENERATOR EXHAUST SYSTEM SHALL BE DESIGNED WITH EXPANSION JOINTS AS NOT ALL EQUIPMENT NECESSARY TO PROVIDE FOR THERMAL EXPANSION. SHOWN THIS VIEW FOR CLARITY ' 7.PROVIDE TWO SETS OF HEARING PROTECTION EAR MUFFS WITH WALL-MOUNTED BRACKET. ENGINE GENERATOR-OBLIQUE SCALE:SHOWN EAR RTOINUFFS HALL INTERIOR RATED BUILDING. R OR BRACKET LLBECO CONSTRUCTED BRACKET 5-4 UCTEDFROMABOVE UMINUMOR ENGINE GENERATOR- FRONT ELEVATION r i 'FLOOR TO INTERIOR OF BUILDING.BRACKET SHALL BE CONSTRUCTED FROM ALUMINUM OR - v r STAINLESS STEEL. oMMNGIS Fir NNEN MEI1 24 NEMA TYPE 12 ENCLOSURE, 3'-0"MAX 12"DEEP. LIFT STATION 2 - '{is TELEMETRY PANEL NAMEPLATE un NNN Z`� OPERATORINTERFACE a e n i SCREEN.INSTALL X- E a. CENTERLINE OF SCREEN 9-0" s;z z a ABOVE FINISHED FLOOR. u 3 z:.J= I 0 Zo OPERATOR IN TROUBLE m PUSHBUTTON.INSTALL TOP OF DEVICEO ABOVE J = 0 FINISHED FLOOR. KEY LOCK HANDLE LLI c N ALARM LIGHT a J LL Z O O W 4'-0"MIN. ALARM RESET INTRUSION DISABLE PUSHBUTTON SWITCH.DO NOT LABEL. U N ' J ~ YJme, COMBINATION ETHERNET PORTIRECEPTACLE 3 $ o c� 3 q w y oz a W WARNING LABEL W mo w 0 o V 3 O k` � s _ a RTU PANEL EXTERIOR LAYOUT x SCALE:SHOWN n r r UMWMG IS FULL SCALE WHEN &IAlAsumr mho G iN0 E13 26 3t 120P 120 VAC 1PH 60HZ 120N FROM PANEL"L" COMPACTLOGIX 5370 L2 GND 20A MODEL NO.1769-L24ER-0BFC1B L1 L LINE SURGE N N1 L2 L PROTECTOR N N2 N J m J J Lu J • 2CB 7 V Coo p ^ L3 PFCR N- x O m O O 0 0 O W : � � e�0 J w n n d 3CB a IL L4 DOOR SWITCH N4 U O z T z � T u • LIGHTS - a 2 J O J O O C; n a n 3 a toae� ri H z J F z J Q Z �Wn O C7Lu C7Lu ~w Wz� W' 4CB COMBINATION ETHERNET V O O O O O O Z w z ; L5 PORT/RECEPTACLE.GRACE PORT N5� C0 . z r u Z... , P-R2-K4RF0.LOCATED ON RTU. 1~a0 5CB T L6 � SPARE N 1 (n 6CB 0 0 POWERSUPPLY N7 Z 24VDC CAT 5E ETHERNET CABLE 0 < V J 7C6 Z—OPFCR -+ ETHERNET SWITCH Z Q M � OC cr 2 X. +DC IN 24 VDC DC IN a N 0 a UPS BATTERY LL Z V Q SOU 10-24 'R MCDULE O O 24P +DC OUT DC OUT' 21N CAT 5E ETHERNET CABLE C BCB COMBINATIONETHERNET in Q G • 241`1 + DC IN POWERSUPPLY DC IN ' PORT RECEPTACLE U ILL W +DC OUT 24VDC TO 24VDC DC OUT CAT 5E ETHERNET CABLE J uj 9CB COMPACTLOGIX PLC 0 10CB a � ETHERNET SWITCH - ;,, 11CB OPERATOR INTERFACE POWER MONITOR o 12CB (LOCATED IN MOTOR 24P2 FLOW METER TRANSMITTER • (INSTALLED INSIDE RTU) • CAT 5E ETHERNET CABLE CONTROL CENTER) CAT5EETHERNETCABLE 13CB RESET 0- 24P3 ) � SMOKE ALARM � 14CB 24P4 CAT 5E ETHERNET CABLE O • DISCRETE INPUTS • i 15CB 24P5 DISCRETE OUTPUTS • 16CB 3 24P6 ANALOG INPUTS • 17CB 24P7 PUMP NO. VFD W z • ANALOG OUTPUTS . PUMP NO.2 VFD J z 1BCB (LOCATED IN MOTOR (LOCATED IN MOTOR OPERATOR INTERFACE U) rn 24P6 CONTROL CENTER) CONTROL CENTER) w 0 • BACKUP FLOAT CONTROL • 19CB e 24P9 SPARE • 20CB S e 24P10 SPARE - s a � s a x � COMMUNICATIONS LAYOUT g POWER LAYOUT SCALE:SHOWN wmmmmmwmm"o� e r r PNNRAIshu YF who WWAUMr E14 27 $1 CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360)403-3551 BUILDING PERMIT Address:7116 204th Street NE Permit#:1330 Parcel#:00769800000600 Valuation:46000.00 OWNER APPLICANT CONTRACTOR Name:CITY OF ARLINGTON Name:City of Arlington Public Works Name:Equity Builders,LLC Address: 154 W COX STREET Address:154 W Cox Avenue Address:PO Box 28940 City,State Zip:ARLINGTON,WA 98223 City,State Zip:Arlington,WA 98223 City,State Zip:Bellingham,WA 98228 Phone: Phone:360-403-3505 Phone:360-739-3447 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 Alteration CODE YEAR: 2015 STORIES: 1 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. IBC110/IRC110. SALES TAX N •Sales tax relating to construction and construction materials in the City 0 liugt t be e rted on your sales tax return form cod it f Arlington#3101. , Signature Mnt Name Date Released By Date CONDITIONS Special Inspection required. Provide 1 fire extinguisher, 2-A;10-B:C Type. Adhere to approved plans. 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 8/9/2017 Building Permit Fee $854.34 8/9/2017 Building Plan Review Fee $555.32 8/9/2017 Processing/Technology Fee $25.00 8/9/2017 State Building Code Surcharge Fee $4.50 Total Due: $1,439.16 Total Payment: $1,439.16 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 UTY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:7116 204th Street NE Permit#:1330 Parcel#:00769800000600 Valuation:46000.00 OWNER APPLICANT CONTRACTOR Name:CITY OF ARLINGTON Name:City of Arlington Public Works Name:Equity Builders,LLC Address: 154 W COX STREET Address:154 W Cox Avenue Address:PO Box 28940 City,State Zip:ARLINGTON,WA 98223 City,State Zip:Arlington,WA 98223 City,State Zip:Bellingham,WA 98228 Phone: Phone:360-403-3505 Phone:360-739-3447 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 Alteration CODE YEAR: 2015 STORIES: 1 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. IBC110/IRC110. •Sales tax relating to construction and construction materials in the City o � gt11 to - t b ep rted on your sales tax return form \ code it 'Arlington#3101. �. ..� 4 fie 66A Z-%,I-? f4160 Signature Kint Name Date Released By Date CONDITIONS Special Inspection required. Provide 1 fire extinguisher, 2-A;10-B:C Type. Adhere to approved plans. 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 8/9/2017 Building Permit Fee $854.34 8/9/2017 Building Plan Review Fee $555.32 8/9/2017 Processing/Technology Fee $25.00 8/9/2017 State Building Code Surcharge Fee $4.50 Total Due: $1,439.16 Total Payment: $1,439.16 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 �f i i I Permit Information Date 2/13/2017 Permit Number 1330 Project Name Lift Station#2 Applicant Name City of Arlington Public Works Applicant Address 154 W Cox Avenue City, State, Zip Arlington,WA 98223 Contact Jim Kelly Phone 360-403-3505 Email jkelly@arlingtonwa.gov Permit Type Commercial Alteration Site Address 7116 204th Street NE Valuation 900000.00 Status Applied Permit Issued Permit Expires Square Feet 215 Type of Construction/Occupancy Load Number of Stories 1 Proposed Use Lift Station Assigned To Launa Peterson Review Date lype Descrption Target Date Completed Date Assigned To Status /13/2017 ommercial Addition /27/2017 Kevin Olander in Review /13/2017 lCommercial Addition /27/2017 Pick Karns In Review Notes .ate . te 2/13/2017 Waiting for revised valuation from Jim Kelly-Ip Uploaded FileUpload File Date File Uploaded By 2/13/2017 2:32:01 PM eterson Launa V V Y COMMERCIAL APPLICATION PERMIT SUBMITTAL 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 BY A COMMERCIAL APPLICATION SUBMITTAL CHECKLIST AND AN OCCUPANT'S STATEMENT OF INTENDED USE. Name of Project: L/r% Valuation: 4 L 0O,©DD tLr Project Address: 7//4 2 D y S Parcel ID#: Nl A4 Legal Description 67LS6 1FU! n Owner: e I T`/ OF Phone Number: �6�-�(03•, -OS Address: / S2� �. Cdx L16— City: �)2C.f", Toni State y q _ Zip Code: tj g2Z3 Engineer: 2 F Phone Number: COMTf4eT _ �t"12�iN Cell Phone E-mail: Address: City: State: Zip Code: General Contractor: 7",gb Phone Number: Cell Phone: E-mail: Address: City: State: Zip Code: Contractor's License Number: Expiration: Contact Person: vcteK Phone Number: Cell Phone: E-mail: Address: City: State: Zip Code: L/i% S i AY!>A-! ,2 �P Proposed Scope of Work: PUMl� QL��7� ��-z✓ yFb Pe/r�t l�S /�E�/ti/E� (Jer 7i� W EZ JC�EZ✓ L'o.�/T110 LGE�S A �L�,/ C7�/ Sty /�I�?.J T A"RW44; REV 2015 Page 6 of 9 ,. ' � .. i[ 1 '� 1 n 1 , � i Lei Y Off, COMMERCIAL APPLICATION ��G,�o� PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE•Arlington, WA 98223 • Phone (360)403-3551 Project Name/Tenant L I F-C STi9T/ort) toZ UPl2AAE- SiteAddress 71/6 toy`�-- sT Bldg/Unit/Suite IBC Construction Type IBC Occupancy Type (J OCcc/PfTAJe-� Description of Use LIF f` .<7-A710A---) Go0-,,T0bC.5 4-- Building Square Footage ZJS— Number of Stories [ Square Footage Per Floor ,21,5J Will there be any installation, modification or removal of the following? (Check all that apply) ❑ Automatic fire extinguishing systems ❑ Compressed gas systems JK Fire alarm and detection systems ❑ Fire pumps #Z % 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. A j tF3u/[-b/Nf W r LL NAVE- 6ect, , n Y ANc7 O�E'72AT��itJ ycA S + �Sirro�E Ac-, FLyt. A LL. �cgt�rs �oti,�Ec� To r.J2f= s�sr�,, �`Z• ��L. �;ofz.�l��Fog �E��Cy ���E7 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 - y _ � 11 YY o, COMMERCIAL APPLICATION '•� o' PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551 Name of Project: L-I F-r ! 'TAyoA-) 0 Z U P6o14 b Project Address: '7 114 2d!f ST Special Inspection Firm: GEdlE3T 1A.1 C. Address: 7-C2,4j Contact Person: L��� st`ti IIQI�I� Phone: �3�� 7&3 — 7,3 g Email: Special Inspection Firm Special Inspectors: The Special inspection Firm of will perform special inspection for the following types of work(separate forms must be submitted if more than one firm is to be employed). (;4 Reinforced Concrete (X) Bolting in Concrete ( ) Pre-stressed Concrete ( ) Shotcrete (�() Structural Masonry ( ) Structural Steel and Welding ( ) High-Strength Bolting } Spray-Applied Fireproofing ( ) Smoke-Control Systems ( ) Other Specify: C__0c- F0k!!-Ti w6'Gl�fJ�� 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 ti 1 M � I 1 r!' I COMMERCIAL APPLICATION ' PERMIT SUBMITTAL IN G`O Department of Community& Economic 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. a' ' 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 ❑ Two(2)Architectural Drawings Two(2) Structural Drawings ❑' Two(2) Structural Calculations ❑ One(1) Project Specification Manuals(if applicable) CamptiatTc�-F-arms N�� © One(1) Special Inspection Requirements Forms One(1) Occupant's Statement of Intended Use Form Drawings shall be BOUND SEPARATELY BY 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. Received FEB 0 8 ZU1C REV 2015 Page 1 of 9 F,. -- 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 R401.4.1) 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 `Y1 Y Dj -- COMMERCIAL APPLICATION 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 box 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 ] Floor Plan a) Plan view 1/8"minimum scale. Details a minimum Y.-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 ,r �' i •Y Y 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 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 COMMERCIAL APPLICATION f��,o 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 ,., _ v: :�, I I COMMERCIAL APPLICATION PERMIT SUBMITTAL 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: _CITY OF A 7p/[l Date: 07— rf 17 1 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 in accordance with e I s, rules and regulation of the State of Washington. Applicants Signatur 3"AMj55- Print Applicants Name Date FOR STAFF USE ONLY �..� FEB ® 8 2017 Permit# Accepted By Amount Received Receipt# Date Received REV 2015 Page 9 of 9 �u From: Sent: To: Cc: Subject: Dan— Please see below email. From: Kevin Olander Sent: Friday,June 10, 2016 4:07 PM To:James Kelly<jkelly@arlingtonwa.gov> Cc:Christopher Young<cyoung@arlingtonwa.gov>; Marc Hayes<mhayes@arlingtonwa.gov>;Tom Cooper <tcooper@arlingtonwa.gov> Subject:RE: Fuel Tank in Building Jim, Yes;the 250 gallon fuel tank is allowed per Chapter 57 of the IFC,The following sections apply. 5704.3 Container and portable tank storage. Storage of flammable and combustible liquids in closed containers that do not exceed 60 gallons(227 L) in individual capacity and portable tanks that do not exceed 660 gallons (2498 L)in individual capacity, and limited transfers incidental thereto,shall comply with Sections 5704.3.1 through 5704.3.8.5. 5704.3.1.1 Approved containers. Only approved containers and portable tanks shall be used. 5704.3.3 Indoor storage.Storage of flammable and combustible liquids inside buildings in containers and portable tanks shall be in accordance with Sections 5704.3.3.1 through 5704.3.3 .10. Exceptions: 1.Liquids in the fuel tanks of motor vehicles,air-craft, boats or portable or stationary engines. 5;�&A49 dfa cdM Combination Inspector 360-403-3433 kolander@arlingtonwa.gov From:James Kelly Sent:Tuesday,June 07, 2016 2:36 PM To:Christopher Young<cvoung@arlingtonwa.gov> Cc: Kevin Olander<kolander@arlinRtonwa.gov>;Tom Cooper<tcooper@arlingtonwa.gov>; Marc Hayes <mhayes@arlingtonwa.gov> Subject: RE: Fuel Tank in Building Chris— Did we ever close this item? Diesel is a Class II liquid. Can we have a 250 gallon fuel tank in lift station LS-02? Thanks -Jim JamesX.Kelly,PE Public Works Director Received City of Arlington �p From:Christopher Young Sent:Thursday, May 12, 2016 11:37 AM To:James Kelly<jkelly@arhngtonwa.gov> Cc: Kevin Olander<kolander@arlingtonwa.gov>;Tom Cooper<tcooper@arlingtonwa.gov>; Marc Hayes <mhayes@arlingtonwa.gov> Subject: FW: Fuel Tank in Building Clarification—this shouldn't be an issue Christopher Young, Director Community& Economic Development 360-403-3432 cyoung@arlingtonwa.gov The Arlington/Darrington community has been selected as a finalist in the nationwide America's Best Communities competition. Read more here,and like our ABC Facebook page FINALIST From:Christopher Young Sent:Thursday, May 12,2016 11:14 AM To:James Kelly<jkelly@arlingtonwa.gov> Cc:Tom Cooper<tcooper@arlingtonwa.gov>; Marc Hayes<mhayes@arlingtonwa.sov>; Kevin Olander <kolander@arlingtonwa.Qov> Subject:RE: Fuel Tank in Building Jim—do you have the Class of the liquid proposed? You mentioned diesel,which is a combustible but I will need the classification IIA, 111B,etc. The building will be classified as a U occupancy and serve as its own control area so there should be an issue but need to make sure of the classification first. Thanks- Christopher Young, Director Community& Economic Development 360-403-3432 cyoung@arlingtonwa.gov The Arlington/Darrington community has been selected as a finalist in the nationwide America's Best Communities competition. Read more here and like our ABC Facebook page FINALIST From:James Kelly Sent:Thursday, May 12, 2016 10:37 AM To:Christopher Young<Cyoung@arlingtonwa.gov> Cc:Tom Cooper<tcooper@arlinetonwa.gov>; Marc Hayes<mhayes@arlin9tonwa.gov> Subject:Fuel Tank in Building 2 t � I Chris— We are at the 30%design stage in lift station LS-02 improvements and are looking at placement of equipment to go into a new building. We are planning for the new building to house an emergency generator, a 550 gallon diesel fuel tank for the generator, pump controllers (480v), telemetry system (120v), a backflow preventer, and a hose bib (water source). Our designer is requiring some sort of assurance from the Permitting Department that installation of the fuel tank in this building is allowed by code.....can you assist with this issue? Thanks-Jim James X.Kelly,PE Public Works Director City of Arlington 3 i Launa Peterson From: Launa Peterson Sent: Friday, February 17, 2017 8:21 AM To: James Kelly Cc: Fred Rapelyea Subject: Lift Station#2 Jim, Once you have a contractor, let me know and I will finish the permit. Launa Peterson, CPTI City of Arlington 360-403-3551 1 Ipeterson@arlingtonwa.eov 18204 59th Avenue NE,Arlington, WA 98223 (located inside the Airport Office Building) The Arlington/Darrington community has been selected as a finalist in the nationwide America's Best Communities competition. Read more here,and like our ABC Facebook Dave 1 I FUNDS TRANSFER AUTHORIZATION Description: Lift Station #2 Upgrade TRANSFERIN BARS# 322.10.00.00 $854,34 Description: Building Permit Fee BARS# 345.83.00.00 555.32 Description: Building Plan Review Fee BARS# 341.43.00.02 $25.00 Description: Processing/Technology Fee 'bA00 38b. Coo ol . 60 'bA.x. S44, &U Department Manager __ Date TRANSFER OUT BARS# 40(e• 594. 35. G 04 Description: L c" S+u+;c*A k p yctd e-�— BARS# Description: BARS# Description Total Department Manager i ADJUSTMENT TRANSACTION RECORD City Of Arlington Date: 02/16/2017 Year: 2017 Trans: 1480 Acct: For: Lift Station#2 Permit Amount: Account Fund Amount Remark 322 10 00 00 Building Permits 001 General Fund 854.34 Lift Station 42 34143 00 02 CED-Technology Fei 503 Equip Rental Replac Fund 25.00 345 83 00 00 Bldg Plan Review Fee 001 General Fund 555.32 Lift Station#2 386 00 0100 State Building Code F 001 General Fund 4.50 594 35 63 04 Lift Station Upgrades 4q6 Sewer Improvement Fund 1,439.16 Lift Station#2 Permit ADJUSTMENT POSTED BY• _, DATE: APPROVED BY: , DATE: FUNDS TRANSFER AUTHORIZATION Description: Lift Station #2 Upgrade TRANSFER IN BARS# 322.10.00.00 $854.34 Description: Building Permit Fee BARS# 345.83.00.00 555.32 Description: Building Plan Review Fee BARS# 341.43.00.02 $25.00 �U 1 Description: Processing/Technology Fee 96 . ()O . 0 I . . S Department Manager Date /S/ ZU !l TRANSFER OUT BARS # Description: BARS# Description. BARS# Description: Total Department Manager Date i I City of Arlington Lift Station No. 2 STRUCTURAL CALCULATIONS By Danielle Dorr, EiT Reviewed by Jon Conner, PE, SE RH2 Engineering, Inc. January 31, 2017 Index to Calculations Administration and Maintenance Buildings Description Subcategory page General Design Criteria Gravity load Distribution and Roof Design 1 CMU Wall Design Minimum Wall Reinforcing 2 Gravity Analysis CMU Lintel 3 Soil RA- 4 Lateral Anal.• 5-6 7-8 8 9 9 v 1� 9-10 1 VIAQ 011. OFFICE 1 �r OAF F�%f3?'ERtiO \�a�, DNAL 7 Received FEB 0 8 Z017 �. . ,� _ i E �� City of Arlington Lift Station No 2 Structural Calculations By Jacob Hamilton,EIT Reviewed by Jon Conner, PE, SE Design Criteria: Geotechnical parameters: Minimum frost depth: 18-inches below adjacent final grade Maximum Net Bearing: 4,000 psf static for at grade structures Add 1/3 for seismic or wind Site Class: D Other loading-parameters: Wind Load: 115MPH, Exposure C Snow Load: 25 psf Earthquake Load: Lat:.48.18075 N, Long: -122.13385 W Sds=0.760g, Shc =0.436g Other design values used: Occupancy Category: IV Essential Facility Concrete: 4000psi with 60,OOOpsi reinforcing Timber: DFL#2 or better CMU: 8"x8"xl6", 1500 psi with 60,000 psi reinforcing Dead Loads: Concrete: 150 pcf. CMU: 58 psf(Amrhein Table B-3a) Roof dead load: Total applied dead load= 12 psf. Includes: Sheathing, Roofing, Trusses, Sheetrock, and Miscellaneous Mechanical Live Loads: Roof 20 psf Design Codes and References: 2015 IBC for load calculations and general design criteria ASCE 7-10 for load calculations and general design criteria Concrete:ACI 318— 14 Timber:ANSI/AF&PA NDS-2005 for Wood Construction CMU: Reinforced Masonry Engineering Handbook,Amrhein, 51h Edition; ACI 350-13/ASCE 5-13/TMS 402-13 W2612016 Design Maps Summary Report M&USGS Design Maps Summary Report User-Specified Input Report Title Lift Station 2 Thu September 29,2016 15:10:50 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 48.18075°N, 122.13385°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III Stanwood, , E NAAL i 4 ES EAYA TWIV :T�lt Q SSE av5h � 4X Arfington 'Warm Beach 1 I� 4 7,-1N Granite Falls USGS-Provided Output SS = 1.060 g S"s = 1.140 g Ss = 0.760 g S1 = 0.412 g SMI = 0.654 g Sol = 0.436 g For information on how the SS and S1 values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the"2009 NEHRP"building code reference document. MCER Response Spectrum 0.22 Design Response Spectrum t•� 0.20 0.72 0.96 0.64 0.94 0.56 2 0.72 0.48 y 0.60 H 0.40 0.48 0.22 0•31G 0.24 0.24 0.16 0.12 q Q8 0.00 ,- 0.130 0.00 0.20 0.40 0,60 0.80 1.00 1.20 1.40 1.90 1.80 2.00 0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.80 2.00 Period,T(sec) Period.T(sec) For PGAM,TL, CRS, and CR4 values, please view the detailed report. Although this information is a product of the U.S.Geological Survey,we provide no warranty,expressed or implied,as to the accuracy of the data contained therein.This tool is not a substitute for technical subject-matter Knowledge. http://ehp1-earthquake.cr.usgs.gov/designmaps/us/summary.php?template=mirumal&IaiUtLide=48.18(76Norigitude=-122.13385&slteclass=3&iskcategory=O&e.. 1/1 I DIE City of Arlington e N G I N F, r n a Lift Station 2 t•L A N N i A S S C t C N T 1 a T S City of Arlington: Lift Station 2 Pump Station and Wet Well Design -CMU building with wood framed roof trusses Gravity Load Distribution -Wood trusses at 24"o.c. support a gable roof with 4:12 pitch and 2 ft overhang 1:=14.67 Length of building (ft) w:=14.67 Width of building (ft) h,,,:=11.67 Wall height(ft) P:=4 Roof pitch (p:12) s:=2 On center spacing (ft) 5:=25 Roof snow load (psf) wcmu:=58 Weight of CMU (pcf) Is:=1.20 Importance factor, snow ASCE 7-10 Table 74 DL:=12 Roof Dead Load (psf) OH:=2 Overhang (ft) w Maximum unfactored gravity load to w oof:=(S+DL)• 2+OH�=345.4 exterior walls (pif) w=14.67 ft 1=14.67 ft Calculated:J. Hamilton Reviewed:J. Conner Page 1 10/17/2016 1:\Data\ARL\416-031\Design\LS2.mcdx City of Arlington Lift Station 2 5 i I N T 1 4 f S CMU Minimum Wall Reinforcement-ACI 530-11 RSTh,:=0.002•(12.7.625)=0.183 Total horz&vert RST required (in A2/ft) (ACI 1.18.3.2.6.c) RST,,,,,:=0.0007•(12.7.625)=0.064 Minimum required reinforcement(in A2/ft) (AC 1 1.18.3.2.6.c.2) Ssnac:=48 Maximum spacing of hors RST(in) (AC I 1.18.3.2.6.b) RSTS,a,:=0.305 Standard vertical RST#5(in A2) 12* RS Check:=if .1 " >RST,,,,, Check="OK" Standard vertical RST check with#5 @ 24"O.C. (in A2/ft) II"OK" else 11"NG" RSTS,dh:=0.305 Standard horizontal RST#5(in A2) ,.,d1, Check:=if 12•RST48 >RST,n;,, Check "OK" Standard horizontal RST check with#5 @ 48"O.C. (in A2/ft) II"OK" else 11"NG" 12•RST,�, I2•RS7 RST,.,.,:= 24 .f + 48 "an _0.2 Standard horizontal and vertical total RST#5 (in A2) Check:=if RST,,,,,,!>RSTh„ Check "OK" Standard vertical and horizontal II1101c, RST check(in A2/ft) else "NG" Calculated:J. Hamilton Reviewed: J. Conner Page 2 10/17/2016 J:\Data\ARL\416-031\Design\LS2.mcdx N City of Arlington PL,, ,2, Lift Station 2 �: li i OC 1?:NT 114T 1 low CMU Lintel Design -Amrhein 11-4 -Max span over double doors at north and west walls span:=6.67 Lintel span (ft) h:=1.33 Height of CMU above opening (ft) w,n f=345 Load from roof(plf) b:=7.625 Wdth of 8"CMU (in) d:=(h•12)—3=13 Distance to RST(in) Ld:=h•wCMU=77.1 CMU dead load (plf) LT:=Ld+w, ,f, =422.5 Total load to lintel (plf) 1,r•Span' M:= 8 =2349.8 Moment on lintel (ft-lbs) ;U- 12 K:= , =22 Flexural coefficient h•ti- p:=0.0010 Steel ratio(Amrhein Table E-1 B) A,.:=p•b•d=0.0988 RST required in lintel (in A2) Standard#5 trim bars (As = 0.307 i,nA2) OK for lintel RST Calculated:J. Hamilton Reviewed: J.Conner Page 3 10/17/2016 1:\Data\ARL\416-031\Design\LS2.mcdx City of Arlington S NGI MEERI Lift Station P L A N N C R 9 8 G 1 NCI $ Check Exterior CMU Walls -Bearing under largest opening h,,=11.7 Wall height(ft) Bp:=4000 Allowable bearing pressure(psf) (Murray, Smith and associates, Dec 2012) Wf:=150•(1.1.5+.5.1.83)=362 Footing weight(plf) W„,:=((h,,,•.667)+(3•.33))•wcmu=508.9 Weight of wall and brick facade (elf) open,,,:=6 Width of critical opening (ft) open:=8.33 Height of opening (ft) WC' open,,. p:=openW•(hw—openh)• 2 +w,nof• 2 =1617 Additional load to each side of opening (Ibs) wroof+W,,+Wf+p Bearing:= =1549 Max bearing pressure next 1.83 to door opening (psf) w„a,f+WI.+Wf— BOP:= 1.83 —665 Typical bearing pressure(psf) W,,,+Wr B,ni 1.83 —-176 Interior wall bearing pressure (psf) Check:= if Bearing<Ba Check="OK" 11"OK" else "NG" Roof Plywood Design -IBC Table 2304.7(3) Check:=if DL+S<55 Check="OK" II"OK„ else 11"NG" 5/8"sheathing required for span. OK for 45 psf live load, 55 psf total -ateral Analvsis-Wind:ASCE 7-10 Calculated:J. Hamilton Reviewed:J. Conner Page 4 10/17/2016 J:\Data\ARL\416-031\Design\LS2.mcdx City of Arlington N E E Al % Lift Station 2 S C I C T r V T 4 Lateral Analysis -Wind:ASCE 7-10 I,,,:=1.0 Importance factor(IBC 1609.5) P:=4 Roof pitch (p:12) via:=115 3 second gust wind speed (mph) (ASCE 26.5-1 B) E.P:=C Exposure C w=14.7 Building width without roof overhang (ft) 1=14.7 Building length without roof overhang (ft) OH=2 Roof overhang (ft) h,,,=11.7 ( Wall height(ft) hv:=hW+1 2)•(.P hP=15 Total building height(ft) at roof peak (h,,+l)+h 11 h,.:= 2 P h,=13.9 Mean roof height(ft) A:=1.21 Adjustment for building height(ASCE 28.6-1) Ps30:=[29 —7.7 19.4 —4.2 —25.2 —17.5 —17.5 —13.3] Simplified design wind pressure for structure zones A thru H -IBC Table 1609.6.2.1(1) (negative implies uplift) P,.:=A•Iw•Ps30 Adjusted design wind pressures for zones A thru H A B C D E F G H P,.=[35.1 —9.3 23.5 —5.1 —30.5 —21.2 —21.2 —16.1] al:=0.10•w a2:=0.4•h,. a3:=0.04•w a:= if a3<a2Aa3<a, a=3 Width of Zones A and B (ft) II a3 if a2<a3Aa2<a, II a2 if a,<a2Aa,<a3 II a[ if a,<3Va2<3Va3<3 II 3 Calculated:J. Hamilton Reviewed:J. Conner Page 5 10/17/2016 J:\Data\ARL\416-031\Design\LS2.mcdx City of Arlington s"at met A s I Lift Station 2 11..1 Y4ryl��VJ ` Case A 1;/ \ .41 Case B Wmi,,A:=16•(l•h,,,)+16•l•(hp—h,,) Wmi„A=3548 Minimum design wind load (Ibs) (ASCE 28.6.4) W,,,ine:=16•(w•hr) WminB=3261 Minimum design wind load (Ibs) (ASCE 28.6.4) Transverse loading at roof high point WT:=PO,0,. •2•a•hw+P,0,2•(1-2•a)•h ,+Pr •2•a•(hp—h,,,)+P,0,3•(l-2•a)•(hp—h,,) WT=4488 Total transverse load (Ibs)to roof diaphragm Longitudinal loading: WL:=PO,0•a•hr+P,0 2•(w—a)•hr WL=5268.2 Total longitudinal load (Ibs) Wdesign:=max(WL,WTI WminA,WminB) Wdesign=5268 Design wind load (Ibs) Eoh:=-35.3•A=:-42.7 Max uplift pressure at overhangs (psf) WnPuf,:=((E,,h)• 2)+(12-21) WGP,;f,=-225 Max uplift(plf) at Zone E minus 12 psf Truss DL Use Simpson H2.5T for roof hold downs each truss end (one at each side). OK for 545 lb uplift each fastener or 272 Ib/ft @ 24"o.c. Calculated:J. Hamilton Reviewed:J.Conner Page 6 10/17/2016 J:\Data\ARL\416-031\Design\LS2.mcdx IVA City of Arlington 6-14-I N E K a s Lift Station 2 f•l A N N A 'L »C IC I.Y$'�'S Lateral Analysis-Seismic-ASCE 7-10 RC Risk Category from Table 1.5-1 SdS:=0.760 Design short period acceleration(g) Sd,:=0.436 Design long period acceleration(g) IE:=1.5 Seismic Importance Factor from Table 1.5-2 DC:="D" Seismic design category from Tables 11.6-1 &2 R:=S Response Modification factor Table 12.2-1 Equivlant Lateral Force Procedure-ASCE 12.8 (Special Reinf. Masonry Shear Walls.) C,:=0.02 x:=0.75 Parameters used to calculate fundamental period (ASCE 12.8-2) T:=C,-hx T=0.02 Approximate Fundamental Period(sec) TL:=6 Long-period transition period, sec(Fig.22-15) C,,,�. II if T<TL =5.3 Maximum Value of response coefficient Sd1-IE T-R if T>TL Sd1-TL-ZE T2 -R Cm;n:=.044-SdS-IE=0.1 Minimum Value of response coefficient CS:=if C. <S<tT•��:R =0.23 Seismic Response Coefficient II Cmax else if `SdRIE <Cmin II C--n else Sds-IE R R,,,:=DL-(w+(2.OH))•(l+2.OH)=4183 Total roof dead load (Ibs) W,,:_(2-l+2-w)-hw-58=39718 Weight of CMU walls, ignoring openings(Ibs) W,:=R,,,+Ww=43901 Total considered building weight(Ibs) V:=CS-W,=10009.4 Seismic Base Shear(Ibs) w l Number of Seismic force resisting bays in Bays:=min h,h =L3 shear walls (ASCE 12.3.4.2) w w Calculated:J. Hamilton Reviewed:J. Conner Page 7 10/17/2016 J:\Data\ARL\416-031\Design\LS2.mcdx limb V N? City of Arlington e N I n F E a s Lift Station 2 S C I f. N T 19 T 4 • p:=if Bays>2 =1.3 Redundancy factor for seismic category D II 1.0 (ASCE 12.3.4). else 11 1.3 Eh:=0.7•p-V=9109 Total Horizontal seismic effect(lbs). 0.7 factor for working stress design Check:= if Eh>(0.6•Wd,.s.;R„� II"SEISMIC CONTROLS" else Check="SEISMIC CONTROLS" 11"WIND CONTROLS" Roof Diaphragm Design Vd:=Cs-(Rw+ 2 •W,,,I.0.7=3837 Load to Diaphram (lbs)0.7 factor for ASD V 1 W,ns:= l=262 Uniform lateral load to roof diaphragm applied perpendicular to North/South walls(plf) V wcw:= w=262 Uniform lateral load to roof diaphragm applied perpendicular to East/West walls (plf) Distribute lateral loads from roof level to shear walls w,,.•Z 2.w =131 Max diaphragm load over east and west walls (plf) =131 Max diaphragm load over north and south walls(plf) Check ASCE 12.11.2 for minimum capacity CMU wall to flexible diaphragm kQ:=min 2,w+ 100) 2 Amplification factor h w,,,:=58.2=338.4 Weight of cmu walls tributary to roof anchorage(plf) w Fp:=0.4•Sds.•ka-IE• 2 =154 Required direct connection capacity for out-of- plane loads (plf) Diaphragm Nailina: - Provide unblocked diaphragm with 19/32"plywood sheathing, 10d nails with 6"edge and boundary nail spacing, 12"o.c. field spacing. OK for 285 plf. Out-of-plane anchorag : -Use Simpson A34, truss to top plate. OK for 242 plf Load Transfer to Walls: - Use Simpson RBC @ 24"o.c. blocking to top plate over north and south walls. OK for 240 plf. - Use Simpson A34 @ 24"o.c. blocking to top plate over east and west walls. OK for 242 plf. Calculated:J. Hamilton Reviewed:J. Conner Page 8 10/17/2016 3:\Data\ARL\416-031\Design\LS2.mcdx City of Arlington E N4.1 NEE R S Lift Station 2 0 L. A N y C R 9 S C I C N T 1 8 1 S CMU Wall Top Plate 5/8"Anchor Bolt Capacity.NDS Table 11 E ts:=1.5 Side member Thickness(in) Zp:=890 Bolt design value for 6"embedment depth (Ibs) Co:=1.6 Load duration factor Zp•CD=1424 Allowable load (Ibs) S;:=32 Bolt spacing (in) C,:= S C,=534 Capacity based on spacing#1 (plf) "`Use 32"anchor bolt spacing all around CMU Shear Walls -Amrhein Ch 11, Table T-1 - East wall is critical due to number of openings v —1 V =1919 Total shear load transferred from roof diaphragm to "S'—2 • d east and west walls due to N-S seismic loads(Ibs) f„:=1500 Compressive strength of CMU (psi) Q=35 Allowable shear stress in CMU walls (psi)vau"wed°=min(35, b=7.625 Width of CMU (in) 1,,,:=4.67 Length of critical wall pier(ft) LT:= v11'`b•/,,.•12 =4.5 Max shear stress in wall (psi) Check:=if a<va„OWed Check="OK" Other walls OK by inspection 11"OK" else 11 I NG" Check out of plane loading on wall -Assume wall acts as simple span beam - Use wind pressures for design PS o,o=35 Max wind load to wall (psf) Pe:=0.4•Sds•IE•58=26 Max seismic out of plane load to wall (psf) P ,h�2 So,o MmaX:= 8 =597.4 Maximum bending moment at midspan of wall(ft-Ibs/ft) Calculated:J Hamilton Reviewed:J.Conner Page 9 10/17/2016 3:\Data\ARL\416-031\Design\LS2.mcdx � !� i I lob City of Arlington Lift Station 2 P L A V C R S 5(:ICN TIS(6 d:= 7.25 =3.813 Depth to reinforcing (assume centered in wall) (in) (Amrhein E-113) b=7.625 Thickness of CMU block(in) 4 l2 b'Mr K:= =64.7 Flexural Coefficient 0.0031 Reinforcing ratio required p`_ (Amrhein E-113) .4s:=p•b•d=0.09 Required area of reinforcing steel (in A2) RST,,d:=0.307 Standard RST with#5 (in A2) 12•RSTsrd Standard RST check with#5 @ 24"O.C. Check:=if 24 >A, Check "OK" (in A2/ft) 11"OK» else II ING" Calculated:J. Hamilton Reviewed:J.Conner Page 10 10/17/2016 3:\Data\ARL\416-031\Design\LS2.mcdx Ile i I it VjY � CITY OF ARLINGTON OFFICE COPY LIFT STATION 2 REHABILITATION 7 SPRING/SUMMER 2017 +PL f N G`4O PROJECT VICINITY MAPS_ 1' .�� t� �lY Jh . DRAWING INDEX �to� Sheet Number Sheet Title Dwg No COVER p GENERAL NOTES IGal �r\it: ti / //! //�ij// 'j�;//ii//✓//i'///�i/�!/i/'////ii�///�---�� 3 EXISTING SITE PLAN AND ALIGNMENT CONTROL P01 J f� l-»-`+► ///i/�////i/�//ice/i//�/////j�//ii�/i/ice///i�i//////i//� //T'_�.'.- —==a_`7.:..., ' 4 EXISTING SITE,TESC,DEMOLITION AND BYPASS PLAN P02 5 SITE PLAN C01 '•'r' i�/j j///ice��/�j�///iii�(i�u/;�/ j 6 SITE DETAILS CO2 7 BUILDING ELEVATIONS S01 • � �� 8 BUILDING FLOOR AND ROOF PLAN S02 STRUCTURAL DETAILS I S03 1 10 STRUCTURAL DETAILS II SO4 11 STRUCTURAL DETAILS III S05 12 MECHANICAL PLAN M01 I 13 MECHANICAL DETAILS M02 r - 14 ELECTRICAL LEGEND E01 15 ONE-LINE DIAGRAM E02 16 ELECTRICAL SITE PLAN E03 / 17 POWER DISTRIBUTION AND SIGNAL PLAN E04 i 1i47• �lttiT: r c,/ / 19 LIGHTING AND RECEPTACLE PLAN E05 19 MOTOR CONTROL CENTER DETAILS E06 w_ :t:_ --� pp CONTROL LOGIC DIAGRAMS E07 21 ELECTRICAL DETAILS I E08 CONTACTPERSONNEL 22 ELECTRICAL DETAILS II E09 23 ELECTRICAL DETAILS III E10 CONTACT AGENCY PHONE J 7 24 GENERATOR DETAILS E11 DAN BURWELL,P.E.(PROJECT MANAGER) RH2 ENGINEERING 425.951.5342 ORIN PAUL(STAFF ENGINEER) RH2 ENGINEERING 425,951,5303 25 ELECTRICAL SCHEDULES E12 FRED RAPELYEA(WASTEWATER UTILITY SUPERVISOR) CITY OF ARLINGTON 360.403.3540 26 RTU-PANEL LAYOUT E13 JIM KELLY(PUBLIC WORKS DIRECTOR) CITY OF ARLINGTON 360.403.3526 27 RTU-POWER AND COMMUNICATIONS DIAGRAMS E14 , DAVID WOOD SNOHOMISH COUNTY PUD N0.1 360.435.7508 JAMES HOBBS CASCADE NATURAL GAS 360.336.3876 28 RTU-PLC INPUT AND OUTPUT WIRING I E15 29 RTU-PLC INPUT AND OUTPUT WIRING II E16 l�_. !' 30 RTU-PLC INPUT AND OUTPUT WIRING III E17 THESE PLANS WERE INTENDED TO BE - s 11' CALL 48 HOURS BEFORE YOU DIG PRINTED IN COLOR. PRINTING THESE � - � 31 RTU-PLC INPUT AND OUTPUT WIRING IV Rep ONE CALL811 PLANS INBLACK-AND-WHITE OR ;," '1\ `— : d;=1 Y OF AI1LINC�TON B 13 CU1/ REPORT ALL SPILLS GRAYSCALE FORMATS MAY RESULT IN A _ BUILDING DEPARTMENT �� LOSS OF DESIGN INTENT AND APPROVED \ DEPT. OF ECOLOGY 1-800-258-5990 CLARITY/DISTINCTION OF IMPROVEMENTS. DATE BY APPROVED FOR STR ION NO CHANGES AUTHORIZED 3• � t;' }" J? UNLESS APPROVED BY THE 163 •4a4672 JAM xK BUILDING INSPECTOR P BLIC WORKS DIREC R E N G I N E E R S CITY OF ARLINGTON P L A N N E R S 112612017 Jan.27,2017 S C I F N T I S T S DATE APPROVED LS2-P-COV.DWG LEGEND GENERAL NOTES SEWER GENERAL NOTES EXISTING LEGEND PROPOSED LEGEND 1. ALL WORKMANSHIP,CONSTRUCTION AND MATERIALS SHALL BE PERFORMED OR SUPPLIED IN ACCORDANCE WITH THESE SPECIAL 1. SEE SPECIFICATION APPENDICES FOR CITY SEWER GENERAL NOTES(CH.5) k SURVEY CONTROL POINT DEMOLITION LEGEND PROVISIONS,PLANS,CITY OF ARLINGTON(CITY)STANDARD DETAILS,AND THE WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE,AND MUNICIPAL CONSTRUCTION,2014 EDITION,AS ISSUED BY THE WASHINGTON STATE DEPARTMENT OF 2. WHEN EXCAVATION OF ROCK IS ENCOUNTERED,ALL ROCK SHALL BE REMOVED TO PROVIDE A CLEARANCE BELOW,ON EACH RIGHT-OF-WAY CENTERLINE --------- SAWCUT LINE TRANSPORTATION AND THE AMERICAN PUBLIC WORKS ASSOCIATION,WHICH IS HEREINAFTER REFERRED TO AS THE STANDARD SIDE OF ALL PIPE,AND FITTINGS OF AT LEAST 6 INCHES FOR PIPE SIZES 24 INCHES OR SMALLER.MATERIAL REMOVED SHALL SPECIFICATIONS. BE REPLACED WITH APPROPRIATE BACKFILL MATERIAL,WHICH SHALL BE COMPACTED TO 95%STANDARD PROCTOR. RIGHT-OF-WAY ASPHALT REMOVAL EASEMENT CONCRETE REMOVAL 2. THE CONTRACTOR SHALL CONTACT THE CITY'S PUBLIC WORKS DEPARTMENT(360.403.3500)TO SCHEDULE A PRE-CONSTRUCTION 3. EXISTING SEWER ONES TO BE ABANDONED SHALL BE REMOVED OR FILLED COMPLETELY WITH SAND,CONCRETE OR CONFERENCE AFTER PLANS ARE APPROVED AND BEFORE STAKING AND CONSTRUCTION START.THE CONFERENCE SHALL CONTROLLED DENSITY FILL AT THE MANHOLE CONNECTION,WHERE EXISTING SEWER MAIN IS TO BE ABANDONED,THE PROPERTY LINES VEGETATION REMOVAL AREA INCLUDE THE CONTRACTOR,REPRESENTATIVES FROM THE PERMIT AGENCIES,OTHER UTILITY COMPANIES,AND CITY STAFF. MANHOLE SHALL BE RECHANNELED WITH 4,000 PSI CEMENT CONCRETE. ❑ ARRANGE A MEETING A MINIMUM OF 48 HOURS PRIOR TO COMMENCING CONSTRUCTION. - - SURVEY secnoN LINE INLET PROTECTION ROAD CENTERLINE — — SILT FENCE 3. STAKING SHALL BE PERFORMED BY OR UNDER THE DIRECT SUPERVISION OF THE CONTRACTOR'S LAND SURVEYOR LICENSED IN THE STATE OF WASHINGTON.PROVIDE THE CITY WITH TWO(2)BUSINESS DAYS NOTICE TO INSPECT CONSTRUCTION STAKING WATER METER UTILITY REMOVAL LIMITS BEFORE CONSTRUCTION BEGINS. SURVEY NOTES WATER LOCATION PAINT — — CONSTRUCTION LIMITS 4. THE EXISTING TOPOGRAPHIC AND PHYSICAL FEATURES SHOWN ON THESE PLANS ARE BASED ON A FIELD SURVEY BY METRON AND ASSOCIATES,(SEE SURVEY NOTES),RECORD DRAWINGS,AND FIELD RECONNAISSANCE BY RH2 ENGINEERING. n✓,w z;_ WATER VALVE SITE LEGEND 5. THE LOCATIONS AND ELEVATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE.THE DATA FOR THIS SURVEY HAS BEEN GATHERED THROUGH FIELD OBSERVATIONS,BY METRON AND ASSOCIATES IN FEBRUARY 2016 WATER LINE .i u N Z CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO COMMENCING WORK TO AVOID a x r w=3 4 CATCH BASIN 170 MAJOR CONTOUR DAMAGE OR DISTURBANCE,AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE CAUSED BY HORIZONTAL DATUM: x• z z WAD 83191,WASHINGTON STATE PLANE,NORTH ZONE. ! i= STORM LINE OTHER ABOVE GROUND AND UNDERGROUND FACILITIES NOT SHOWN ON THE PLANS MAY BE ENCOUNT --- - MINOR CONTOUR THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ALL UNDERGROUND UTILITIES.IT IS UNDERSTOOD THAT z' ERED DURING THE COURSE • s VERTICAL DATUM: SEWER MANHOLE CUT LIMITS OF THE WORK. NAVD 88 ?m c SANITARY SEWER LINE FILL LIMITS 6. THE CONTRACTOR SHALL PROTECT IN PLACE BUILDINGS,FENCES,APPURTENANCES,ABOVE GROUND UTILITIES,AND OTHER UNDERGROUND UTILITY NOTE: PROPERTY ADJACENT TO ALL CONSTRUCTION AREAS.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR REPAIRING ALL SANITARY SEWER FORCE MAIN LINE -� SIGN TO BE RELOCATED UNDERGROUND UTILITY LOCATIONS FOR STORM,SEWER AND WATER,AS SHOWN HEREON,ARE BASED UPON THE AS-BUILT LOCATIONS DAMAGE CAUSED BY CONSTRUCTION ACTIVITIES OF UTILITY STRUCTURES,CRY OF ARLINGTON UTILITY AS-BUILT MAPS,CITY GIS MAPS AND UTILITY LOCATE PAINT MARKS / IRRIGATION BOX ELECTRICAL CONDUIT Z 7. IN ACCORDANCE WITH THE DEPARTMENT OF ECOLOGY AIR QUALITY STANDARDS,THE CONTRACTOR SHALL BE RESPONSIBLE FOR UNDERGROUND UTILITY LOCATIONS FOR ELECTRIC SERVICE,TELEPHONE,TV CABLE AND GAS ARE BASED ON UTILITY STRUCTURES, 0 JUNCTION BOX IRRIGATION LINE ¢ CONTROLLING ALL FUGITIVE DUST THAT MAY BE GENERATED BY THE CONSTRUCTION PROJECT. UTILITY SERVICE MAPS AND CALL 811 BEFORE YOU DIG'UTILITY LOCATE PAINT MARKS. Z Q COMMUNICATION BOX STORM PIPE O B. THE CONTRACTOR SHALL CONTAIN WORK TO WITHIN RIGHT-OF-WAY AND THE CONSTRUCTION LIMITS AS ILLUSTRATED IN THE THE USE OF THIS MAP FORTHE PRECISE LOCATION OF THE UTILITY LINES IS NOT WARRANTED OR GUARANTEED. ® ELECTRIC BOX WATER SERVICE PLANS. ~ J =1 POWER METER SIDEWALK 9. SEE TECHNICAL SPECIFICATIONS FOR FURTHER INFORMATION REGARDING PERMITS. RCW%122 REQUIRES 48 HOUR NOTIFICATION PRIOR TO UNDERGROUND CONSTRUCTION ACTIVITY.CONTACT"CALL BEFORE YOU DIG' Z Q N UTILITY LOCATE SERVICE AT 811. I I.I a COMMUNICATION LOCATION PAINT CONCRETE CURB AND GUTTER { 10. ONSI TE EROSION CONTROL MEASURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND BE IN PLACE PRIOR TO k J LLI cc k4 UTILITY POLE WITH STREET LIGHT —� DRIVEWAY RAMP AREA B%SLOPE I CONSTRUCTION.ANY PROBLEMS OCCURRING BEFORE FINAL ACCEPTANCE BY THE CITY SHALL BE CORRECTED BY THE O PERVIOUS ASPHALT CONTRACTOR.UPON FINAL ACCEPTANCE BY THE CITY,OR AS OTHERWISE DIRECTED BY THE ENGINEER,THE CONTRACTOR a (V Z UTILITY POLE SHALL REMOVE ALL TEMPORARY,NON-DEGRADABLE EROSION CONTROL MEASURES. L,L z J onP OVERHEAD POWER LINE ASPHALT 11. ANY REVISIONS TO PLANS MUST BE MADE BY THE ENGINEER AND APPROVED BY THE CITY PRIOR TO ANY IMPLEMENTATION IN THE O � r COMMUNICATION LINE FIELD. uj r Q c NATURAL GAS LINE SEWER LEGEND 12. ALL PAVEMENT MARKINGS,SIGNING AND TRAFFIC CONTROL AS REQUIRED BY THE CONSTRUCTION SHALL CONFORM TO THE Z r SEWER GRAVITY REQUIREMENTS OF THE MUTCD. V N DECIDUOUS TREE LL 0 -� POST MOUNTED SIGN SEWER FORCEMAIN 13. A COPY OF THE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS J --- -- BUILDING EDGE SEWER MANHOLE 14. WHERE NEWLY CONSTRUCTED PAVING MEETS EXISTING PAVING,THE CONTRACTOR SHALL SAW CUT TO PROVIDE A SMOOTH TRANSITION FROM EXISTING TO PROPOSED PAVING.APPLICATION OF A THIN TACK COAT OF EMULSIFIED ASPHALT SHALL BE - - BUILDING DOORS APPLIED TO INSURE PROPER BONDING. ROAD MARKINGS 15. THE COMPLETED SURFACE OF ALL COURSES SHALL BE OF UNIFORM TEXTURE,SMOOTH,UNIFORM AS TO CROWN AND GRADE, CURB AND FREE FROM DEFECTS OF ALL KINDS.THE COMPLETED SURFACE OF THE WEARING COURSE SHALL NOT VARY MORE THAN 118 INCH FROM THE LOWER EDGE OF A 10-FOOT STRAIGHTEDGE PLACED ON THE SURFACE PARALLEL TO THE CENTERLINE.THE I SIDEWALK AND DRIVEWAY CONCRETE TRANSVERSE SLOPE OF THE COMPLETED SURFACE OF THE WEARING COURSE SHALL VARY NOT MORE THAN 1141NCH IN 10-FEET O ROADWAY ASPHALT FROM THE RATE OF TRANSVERSE SLOPE SHOWN ON THE PLANS. g b 16. MATERIALS SAMPLING AND TESTING SHALL BE AT A FREQUENCY AND MAGNITUDE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS OR DETERMINED BY THE ENGINEER.A PRIVATE AND INDEPENDENT TESTING LABORATORY SHALL PERFORM TESTING AND SAMPLING.CERTIFIED TEST REPORTS SHALL BE FURNISHED FOR ALL TESTS PERFORMED BY PRIVATE TESTING LABORATORIES.THE CITY WILL BE RESPONSIBLE FOR ACCEPTANCE TESTING.IF TESTS FAIL,RETESTS SHALL BE PAID FOR BY THE $ ABBREVIATIONS CONTRACTOR. g CB CATCH BASIN HMA HOT MIXED ASPHALT RPBPA REDUCED PRESSURE CONC CONCRETE L LEFT BACKFLOW PREVENTION SECTION AND DETAIL REFERENCES CL CENTERLINE LF LINEAR FEET ASSEMBLY CPEP CORRUGATED POLYETHYLENE MH MANHOLE SPECS SPECIFICATIONS W CSBC CRUSHED SURFACING BASE COURSE MUTCD MANUAL ON UNIFORM TRAFFIC SS SANITARY SEWER THE FOLLOWING CONVENTIONS HAVE BEEN USED WITHIN THESE DRAWINGS TO REFER THE READER BETWEEN THE SECTIONIDETAIL AND 4 O_ CSTC CRUSHED SURFACING TOP COURSE CONTROL DEVICES SSFM SANITARY SEWER FORCE THE PLAN FROM WHICH IT IS REFERENCED. J 47 DIAM DIAMETER N NORTHING MAIN REFERENCE BUBBLES ¢ ?jj o DI DUCTILE IRON OSHA OCCUPATIONAL SAFETY AND HEALTH SSMH SANITARY SEWER MANHOLE DWG DRAWING ADMINISTRATION ST STORM 15 X PLAN REFERENCE BUBBLE-REFERS READER BACK TO THE PLAN FROM WHICH THE DETAIL OR SECTION LL R E EASTING PE POLYETHYLENE STA STATION LINE ORIGINATED. ELEV ELEVATION PROP PROPOSED SY SQUAREYARDS R EDP EDGE OF PAVEMENT PVC POLYVINYL CHLORIDE TV TELEVISION A LL EX EXISTING R RIGHT TYP TYPICAL 4 " DETAILISECTION REFERENCE BUBBLE-REFERS READER TO THE DRAWING ON WHICH THE DETAIL OR SECTION IS - FRP FIBRE-REINFORCED PLASTIC RCW REVISED CODE OF W WATER LOCATED. a a G GAS WASHINGTON WISHA WASHINGTON INDUSTRIAL GIS GEOGRAPHIC INFORMATION SYSTEM ROW RIGHT-OF-WAY SAFETY AND HEALTH ACT WHERE, ID=DRAWISECTING NI NUMBETAIL REFERENCE NUMBER il#=DRAWING NUMBER ON WHICH DETAIL ORIGINATED OR RESIDES_ � S � g SCALE:SHOWN e r LxMW4Nxt 9pY1 YM7v avlwuuercsr G01 2 31 — 1 lip �1 I CONTROL POINT—CENTER OF ►� MANHOLE LID LID 1 , ELEV:119.46' N:433405.51' 1 E:1323138.36' 141M1 4: SIGN"END CENTER LANE" II _ - '�•�ti3� 1 hl _ K — r— — _ u>; NNN Z�, x t ] SITE PHOTO UJ O LOT Z G Z I O � O PHASE 1, H INDUSTRIAL PLAT FOR: O m J JENSEN BUSINESS PARK Q J = C AFN 8901175002 w Z J Q a 40 SITE OVERVIEW PLAN SITE PHOTO U. o Z z V N W O V $ J N I Y a • '�'o ca I � o — �— �•N �. —rNgo .-Nara rN _ 2 a o NOTES wo I N I CITY IS IN PROCESS OF OBTAINING PROPERTY LIMITS SOWN ON DWG N0.C01 FOR � o � IMPROVEMENTS AS OF 1112/17. o I ----------- i a a KEY NOTES s UTILITIES WERE LOCATED THROUGH POTHOLING COMPLETED BY THE CITY. THE LOCATION OR DIRECTION OF THE UNILITIES OUTSIDE OF THE AREA i, SHOWN IS UNKNOWN. _ I SCALE:SHOWN I•u 1 I I 2 CONTRACTOR TO VERIFY ALL DIMENSIONS AND PROVIDE ANY FIELD MEASUREMENTS NECESSARY PRIOR TO ORDERING WETWELL LINER AND v r LIFT STATION PLAN OTHER MATERIALS. auxu IS FULL WWARscueWHEN ` P01 3 F, z DEMOLITION LEGEND c— 6 O CONSTRUCTION LIMITS \ OI 2 PROVIDE CB INLET PROTECTION PER WSDOT STANDARD 2 - PLAN 1.40.20.00 O r� I 1 I rC I I i 3 SILT FENCE PER WSDOT STANDARD PLAN 2 1--30.15.02 I� 11 I 4 SAWCUT EDGES AND REMOVE EXISTING ASPHALT g I I 5 REMOVE EXISTING CONCRETE SIDEWALK AT NEAREST 1 I - JOINTS BEYOND PROPOSED IMPROVEMENTS - _ 1 6 REMOVE EXISTING LANDSCAPING AS NECESSARY FOR CONSTRUCTION — — — — — — � � � Y 1 I I _ _ 7 EXISTING SIGN TO BE RELOCATED TO LOCATION SHOWN _ I 1 I ON DWG NO.C01. - -—I- _ _ _ - - I 1 B REMOVE EXISTING ELECTRICAL COMPONENTS. SNOHOMISH COUNTY PUD TO REMOVE METER(METER OWNED BY SNOHOMISH COUNTY PUD) m . z. N I , 9 EXISTING OVERHEAD POWER TO BE REMOVED.(MAY BE I 1 I REVISED DURNING CONSTRUCTION.COORDINATE WITH z w 4 5 15 I 1 PUD REGARDING TEMPORARY REUSE.) z i _ I I REFER TO GENERAL DEMO _ *u - 3 at ------o------ NOTE NUMBER 2 FOR 10 TEMPORARILY CAP EXISTING WATER SERVICE DURING . z.,u z dt ` I I ' I TEMPORARY PUMPING. DEMOLITION.(MAY BE REVISED DURING CONSTRUCTION. yy u 2 N N F'n- I 1 I I COORDINATE USE WITH CITY.) � 11 ABANDON AND/OR REMOVE EXISTING SEWER FORCE MAIN PER THIS SHEET.GROUT ENDS 1•IN PLACE. 1_2 REMOVE AND PROPERLY DISPOSE OF EXISTING BUILDING Z .j r __ I _ AND FOUNDATION Z Q /- II 13 RELOCATE EXISTING IRRIGATION LINE TO AVOID IMPACT 0_ Z I WITH PROPOSED IMPROVEMENTS.IRRIGATION IS TO BE Z O i 1 I I 2 RELOCATED TO AN AREA WITHIN THE 20-FOOT O 3 VEGETATION BUFFER. J I- i I 14 EXISTING WET WELL TO BE PROTECTED IN PLACE J / I a'• I I I 6 15 EXISTING SEWER MANHOLE TO BE PROTECTED IN PLACE Z a O 1--7 - - , , I 6 (SEE NOTE RAILRO D ENERA BALLLASTANDFABRC NOTES) ADD 4- EQUAL TO Iyj x LJJ f JIB TENCATE I PROVIDE CONSTRUCTION SUR ACE.SETONSUBGRADEAFTER a N a NOTE:REFER TO DWG NO.C01 7 16 11 10 12 B 8 14 13 REMOVAL OF VEGETATION AND ORGANIC SOILS.FILL LL Z U (n FROM PROPERTY BOUNDARIES, ABOVE TO PROPOSED GRADE AS NECESSARY.SIZE AS O 0 REQUIRED FOR THE CONSTRUCTION. F W a � a vcn uim ILL EXISTING SITE PLAN VIEW N EXISTING BUILDING,FOUNDATION,GENERATOR AND ALL OTHER COMPONENTS TO BE REMOVED. GENERAL DEMO NOTES Z GENERATOR TO BE RETURNED TO THE CITY. EXISTING AIR VENT TO BE V� REMOVED 1. POWER MAY BE TEMPORARILY RELOCATED FOR EXISTING MANHOLE LID AND CONSTRUCTION OR NEW DROP MAY BE TEMPORARY AND x FRAME TO BE REMOVED TRANSITIONED TO FINAL.CONTRACTOR TO COORDINATE W EXISTING 90°ELBOW TO BE CUT,AND WITH POWER COMPANY. EXISTING AIR VENT TO BE PROPERLY DISPOSED OF EXISTING 15" 2. ANY PIPE OR UTILITIES IN CONFLICT WITH BUILDING,VAULTS, REMOVED PVC SS PIPE TO EXISTING PIPE TO BE CUT, BE PROTECTED IM PROPOSED AS NE ES SHALL IT REROUTED AROUND EXISTING WE WELL LID TO BE REMOVED ONLY REMOVED AND PROPERLY IN PLACE MATCH ME SIZE AS NECESSARY WITH PIPE AND FITTINGS TO ✓ MATCH THE SRE FOUND. ONCE PUMP BYPASS HAS BEEN COMPLETED. DISPOSED OF $ o 3. PROVIDE,INSTALL,OPERATE AND REMOVE TEMPORARY < EXISTING WET WELL TO BE l/ SEWAGE PUMPS DURING CONSTRUCTION,TEMPORARY PROTECTED IN PLACE PIPING AND HOSES PROVIDED BY CONTRACTOR.UTILIZE � EXISTING COUPLINGS TO 1 BYPASS POINT OR OTHER MEANS.SEE SPECS DIVISION 11 EXISTING DRYWELL RISER BE REMOVED(TYP.2)AND FOR REQUIREMENTS. TO BE CUT AND REMOVED PROPERLY DISPOSED OF 4. SEE TECHNICAL SPECIFICATION,DIVISION 2 FOR BUOYANCY o EXISTING PUMPS TO BE CONTROL,DEWATERING AND SHORING REQUIREMENTS. w N EXISTING LADDER TO BE REMOVED AND RETURNED 5. ALL ITEMS TO BE REMOVED SHALL BE DISPOSED OF 4 Z REMOVED ONCE COMPONENTS ARE O REMOVED,FILL AND TO THE CITY PROPERLY. < " N jl COMPACT WITH 6. RETURN PARTS TO CITY,COORDINATE WITH CITY INSPECTOR W 05 CONTROLLED DENSITY FILL FOR RETURN. cc TO TOP OF ABANDONED DRY EXISTING 90°ELBOW TO WELL CHAMBER 7. CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION BE ABANDONED IN PLACE EXISTING NE D IN PLACE ELBOW TO WATER AND ELECTRIC POWER. o s EXISTING PIPE TO BE BE ABANDONED � B. TEMPORARILY RELOCATE BUS STOP SIGN TO THE WEST ABANDONED IN PLACE c DIRECTLY OUTSIDE OF THE CONSTRUCTION LIMITS AS TO NOT IMPEDE WITH BUS TRAFFIC. - EXISTING PIPE TO BE — ABANDONED IN PLACE EXISTING WYE TO BE - -- 9. TRAFFIC CONTROL:REROUTE TRAFFIC UTILITZING CENTER 8 � s TURN LANE FOR EASTBOUND TRAFFIC.SUBMIT TRAFFIC REMOVED 3 EXISTING 90'ELBOW TO �_. CONTROL PLAN FOR REVIEW AND APPROVAL BY OWNER BE ABANDONED IN PLACE BOTTOM CONDITION AND EXISTING VALVES TO BE PRIOR TO BEGINNING CONSTRUCTION.TRAFFIC CONTROL SLOPE UNKNOWNI REFER REMOVED AND RETURNED PLAN SHALL MEET ALL REQUIREMENTS SET FORTH IN THE § TO DIVISION 5 OF THE TO THE CITY(TYP.4) CURRENT ADDITION OF THE MUTCD. SPECIFICATIONS. ALL ELECTRICAL COMPONENTS WITHIN THE DRY NOTE EXISTING BUILDING AND WET SCALE:SHOWN WELL TO BE REMOVED AND PROPERLY DISPOSED OF WELL LID NOT SHOWN FOR CLARITY a r' EXISTING LIFT STATION ELEVATION EXISTING LIFT STATION PLAN ' ' P02 4 r1 GENERAL CIVIL NOTES ' 1) DEPRESS HATCHES AND VAULTS IN ORDER TO PROVIDE A 1%SLOPE DOWN TOWARDS THE HATCHES KEYNOTES 4 ' 1 INSTALL NEW MH OVER EXISTING B"PVC AND INSTALL NEW W PVC TO WET WELL REMOVE TOP HALF OF EXISTING 8'PVC IN MH AND GROUT TO CREATE A SMOOTH CHANNEL.INSTALL GROUT PLUG TO PREVENT FLOW TOWARDS EXISTING MH TO THE EAST, 2 INSTALL GROUT PLUG TO PREVENT FLOW TOIFROM MH TO THE WEST. 3 EXISTING PRETO REMAIN PROPERTY CORNER SCHEDULE POINT NO NORTHING FASTING DESCRIPTION n ne z;. 1 433391.17 1323172.33 PROPOSED PROPERTY BOUNDARY ✓m 2 433371A8 1323171.84 PROPOSED PROPERTY BOUNDARY !z u 3 <= UNDERGROUND POWER,REFER 3 433371.84 1323144.15 EXISTING EASEMENT CORNER m L a �• u.• TO ELECTRICAL PLAN SHEETS FOR MORE DETAIL 4 433372.66 1323114.16 EXISTING EASEMENT CORNER 5 433373.41 1323077.93 PROPOSED PROPERTY BOUNDARY 6 433393.41 1323078A4 PROPOSED PROPERTY BOUNDARY z POINT TABLE 0 END TRANSITION FROM ROLLED CURB PROPOSED CMU GENERATOR AND GUTTER TO EXISTING CURB AND BUILDING AND ELECTRICAL PER U CONNECTION TO EXISTING FORCE MAIN PER GUTTER DWG NOS.SO AND S02, POINT NO. ELEVATION NORTHING EASTING am 73 1323082.67 Z 55 433402. 2O4 I SI, l ST>>�� T',T.� DWG N0.M01.CONTRACTOR TO POTHOLE FM BEGINTRANSRt�!FROM ROLLED 7 119. � TO VERIFY LOCATION AND REPORT TO CURB ANb GUTTER TO EXISTING 4'SIDEWALK.SECTION PER DWG, BEGIN TRANSITION FROM EXISTING CURB ENGINEER IF DIFFERENT CURB AND GUTTER NO.CO2. 8 119.57 433402,58 1323088.67 `Jq AND GUTTER TO ROLLED CURB AND GUTTER 1 MATCH EX)STING GRADE AT BACK 9 119.50 433401.46 1323135.66 Q N ROLLED CURB AND GUTTER PER END TRANSITION FROM EXISTING CURB AND DETAIL ON DWG NO.002, _ 3 - 2 Of WALK 10 119,53 433401.31 1323141.65 a GUTTER TO ROLLED CURB AND GUTTER DEPRESSED SIDEWALK 0 ® W 20 RELOCATE EXISTING SIGN PER 11 119.65 433392.59 1323088.42 )-- 9 CITY STANDARD DETAIL R-120. 7 8 -- E 1 1 10 COORDINATE WITH CITY 12 119.68 433377.22 1323103.05 REPRESENTATIVE FOR LOCATION V 13 11&46 433373.20 1323134.82 - I LL, • ---- 14 119.92 4333B7.89 1323125.91 + 15 119.92 433379.06 1323132.36 4"IRON C 4"IRON G 4"IRON G 4"IRON G IRON G 16 119,73 433392.73 1323120.69 -�'�.ii:..l -_- �'IRON 1 1 17 119.79 433387.96 1323125.24 11 • • • 18 3'•0' 18 120.00 433376.95 1323159.92 j - - - - - - - 7, - -- - - - - - --- -- ,- ---- - - -- _ t8 1_ 19 12000 433391.96 1323145.63 RELOCATE EXISTING SIGN IN REPLACED B - 10'-0" - 20 119.42 433404.92 1323120.03 3 CONCRETE SIDEWALK PANEL.LOCATED SIGN 14 B"FROM THE BACK OF THE SIDEWALK, -- ."' MATCHING THE EXISTING SIGN PLACEMENT. 21 118.45 433374.13 132310&19 - 17 - 2 _ i' PERMEABLE ASPHALT ACCESSIPARKING I I 10,-0- - fp,O AREA,SEE SPECIFICATION DIVISION 2. SECTION PER DWG NO.CO2 C�J 7 4"CPEP APPROXIMATELY 5'LONG.PLACED R 15' I UNDERNEATH SIDEWALK FROM GUTTER o I DRAIN WITH A 1 b DOWNWARD SLOPE Z -15 I t DAYLIGHTING TO SOUTH.MAINTAIN N p MINIMUM 4"COVER OVER PIPE. (A 119.0 W G _ 1 METER VAULT PER 21 T �- -- _ _ PROPOSED PROPERTY � U DWG NO.M01 13 BOUNDARDY - _ EXISTING VEGETATION BUFFER INSTALL COUPLING AND CTS POLY PIPE TO MATCH 4 WET WELL 3 18 2 m _ EXISTING SERVICE DIAMETER.COPPER PIPE TO BY PASS PUMPING LOCATION ACCESS HATCH :s a 2 EXTEND WATER SERVICE TO PROPOSED BUILDING. PER DWG NO.M01 PER DWG NO.M01 RPBPA MOUNT TO WALL INSIDE BUILDING. PLACE HOSE BIB AFTER RPBPA INSIDE s CITY TO PROVIDE AND INSTALL METER,SETTER,BOX AND VALVE VAULT PER DWG NO.M01 BUILDING AT LOCATION APPROVED BY OWNER. FITTINGS IDENTIFIED ON THE CITY STANDARD PLAN. EXISTING WET WELL 0 0 CONTRACTOR TO EXCAVATION AND BACKFILL AREA. EXISTING EASEMENTIPROPOSED MECHANICAL AND PIPING COORDINATE WITH CITY REGARDING INSTALL. PROPERTY BOUNDARY PLAN PER DWG NO.M01 o BIOSWALE PER DWG NO. ASPHALT ACCESS/PARKING CO3 AREA,SEE SPECIFICATION SCALE SHOWN DIVISION 2.SECTION PER DWG NO.CO2. s r r OR,IWWG W R/LL SCALE WHEN ,l PLAN VIEW - " MEWM? 4 col 5 h 1.0%SLOPE.SLOPING - 4' AWAY FROM PROPOSED EMERGENCY 1.0% GENERATOR BUILDING. 2'PERMEABLE ASPHALT COMPACTED 4'CEMENT CONCRETE IN TWO LIFTS.SEE SPECIFICATIONS - - SIDEWALKII DIVISION 2 III ONE LAYER OF TENCATE _I L=I I I�I I I I I r`I I gl I ITI I I t' MIRAFI HP270 FABRIC Z'COMPACTED DEPTH 6"COMPACTED DEPTH CRUSHED SURFACING CRUSHED SURFAGNG BASE COMPACTED AND PROOF BASE COURSE COMPACTED AND PROOF c COURSE ROLLED NATIVE SUBGRADE ROLLED NATIVE SUBGRADE OR FILL PROPOSED PERMEABLE ASPHALT PROPOSED WALKWAY SECTION SECTI WW0 2'ON � a - Zzt W a 3 3 au a• 8 wc„ 8 S FLOW LINE #3 @ 12"O.C.,EACH ,2"R WAY,CENTER OF 14"R 13"R + ROLLED CURB T Q Z � 12" 1 I— � 2"COMPACTED DEPTH HMA CL.VZ'.PG 64.22 COMPACTED IN I = I I_III— _ ONE LAYER OF TENCATE Z N SINGLE LIFT. I—� —i —_,•—I I_ ONE NELAYEROFTENCABRIC J W J 6'COMPACTED DEPTH 6"CRUSHED SURFACING Q CRUSHED SURFACING BASE COMPACTED AND PROOF BASE COURSE Q N COURSE ROLLED NATIVE SUBGRADE LL Z W OR FILL 02 C Lu PROPOSED ASPHALT SECTION ROLLED CURB DETAIL _ U � N PROPOSED ASPHALT J SAWCUT EDGES,APPLY PARKING AREA PER PLAN #3 @ O.C.,EACH WAY, HOT TAR WI PAVER CENTERER OF SIDEWALK SAND ON EDGES 2 0% NOTE: _ - — SEE CITY STANDARD PLANS IN SPECIFICATION APPENDICES FOR SIDEWALKS AND STANDARD CURB AND GUTTER o II II I II, I ASPHALT REPAIR.3'WIDE,MINIMUM6' THICK CRUSHED SURFACING BASE COMPACTED AND PRDOFROLLED COURSE AND 4'THICK HMA IN TWO LIFTS. NATIVE SUBGRADE ROLLED CURB PER DETAIL THIS SHEET PROPOSED SIDEWALK SECTION (FRONTING PARIONG AREA) y Z PROVIDE SWALE WITH HYDROSEED OVER 61NCHES OF $ O TOPSOIL TYPE C.CONTRACTOR WILL BE RESPONSIBLE < rn FOR PLANT ESTABLISHMENT AND MAINTENANCE PER § 0 THE SPECIFICATIONS. LL CC 2 2 ti,o w R DEPTH VARIES I I__ III PER PLAN PROPOSED ASPHALT PARKING II_I _III_ -III I AREA PER PLAN o� $ COMPACTEDAND PROOFROLLED NATIVE SCALE:SHOWN SUBGRADE r r r PROPOSED SWALE SECTION DRAIIIWASRUVAI WHEN MCO2 1 N 6 �i 134.76' ff APPROX + ROOF PEAK EXHAUST PIPE ,h, GUTTER.ROUTE DOWNSPOUT II.:F+ I i�. I Ff ,•I�d } ,,�alf v•�•J};I'i)+ ;�,�f �!•�II I+d I r lil a TO 4"CPEP PIPE PER DWG NO. 131.45' C01 TOP OF CMU flow 85c8•xt6'CMU SMOOTH FACE INTERIOR AND SMOOTH FACE (� EXTERIOR EMERGENCY GENERATOR INTAKE IJ If LOUVER,COLOR TO MATCH ROOF TICMU SMOOTH FACE INTERIOR AND SPLIT FACE 127.33' EXTERIOR TOP OF DOORAND ___ DOOR LOUVER - — 126.60' TOP OF .. n z` LOUVER • V tl n Z.-_ I zZz Z 3i GROUTROUGH OPENING BETWEEN LOUVER u AND CMU BLOCKS.GROUT SHALL BE COLOR MATCHED TO CMU BLOCKS.INSTALL FLASHING w°n = $ ON TOP AND BOTTOM PER MANUFACTURERS rc SPECIFICATIONS.TYP. EMERGENCY GENERATOR EXHAUSTLOUVER ENTRANCE LANDING,SEE Z DWG NO.SO4 FOR DETAIL, TrP 0 H N Z a Z 118.12' BOT OF FTG EAST ELEVATION SOUTH ELEVATION a N J O o W V � J 1X CCNT.TRIM, i m TYP ALL AROUND '( I METAL ROOFING STANDING SEAM I - VENTEDSOFFITS, a EN ALL AROUND CONTINUOUS FASCIA ALL AROUND TYP $ o � 128.67' TOP OF g DOOR USE SMOOTH FACE BLOCK AT EQUIPMENT ATTACHMENT TO ELIMINATE ALL GAPS, o TYPICAL AROUND ALL ll & H I r J O - IAALFo I a w j o K COLOR SCHEDULE wg E2 ITEM COLOR ROOF GARCO:CLASSIC GREEN ROOF TRIM FACE CMU GARCO.CLASSIC GREEN 120.00' SPLIT a NOM.TOP OF SLAB CONCRETE BASALITE:ROSE BROWN CMU MORTER DAVIS:DUNE o I g LOUVERS GARCO:CLASSIC GREEN C PERSONNEL DOORS GARCO:CLASSIC GREEN SCALE:SHOWN GROUND FACE CMU BASALITE:STANDARD 101 CONCRETE v r r GUTTER GARCO:CLASSIC GREEN BMMUSUREsz n�[x WEST ELEVATION NORTH ELEVATION S01 7 13, SLOPED CMU END WALLS 4"EXTENSION FOR 5"TYP,FTG. 308 405 TYP.EAST AND WEST FACADE SUPPORT EXTENSION EQUIPMENT PAD e A BRICK FACADE,TYP.ALL AROUND e SIMPSON H8 HOLD 402 SIDES r /�sy� DOWN TYP.EA. a� 1 'ti:TtiE END TRUSS oil1 gY ROOFING SYSTEM AND FLASHING(SEE SPECS) aSQ 4250 BOT CHORD T-8 ' ' TRUSS LOAD,TYP. r 1II0'TYF� 17 AT WALLS 74' 30 LB ROOFING FELT OVER 3 r '• ry EQUIPMENT 604 -I THRESHOLD 4 PLYWOOD DECKING . f SUPPORT,TYP.� t 12% 3r (SEE SPECS) I y'N e THICK CDX OR BETTER APA RIDGE VENT, 602 RATED PLYWOOD WITH 10d FD EL 119.85' NAILING @ 6'O.C.EDGES,12"O.C. FIELD -, - - - - - - - - - - - - - CONCRETE ENTRANCE LANDING e C. C � H 2x OUTLOOKERS 6,�" SIMPSON A34 OUTLOOKER @ 24"O.C. ��. �.- uWe x 14'•8 4t0� TO TOP PLATE u THRESHOLD x x z e305 2% 2 SIMPSON A34 @ 24"O.C. �r t u 3�+ 3 BLOCKING TOP PLATE,TYP. C .L x u 0 OVER EAST AND WEST m°° i $ ! WALLS i I c ENGINE GENERATOR PAD 0 1 t 408 = CMU OPENING RST,TYP. 404 601 I Z FLOOR DRAINS,(TYP-2) 1 I 4:8' II I SIMPSON H8 HOLDjr g 2 SIMPSON A34 @ 24"O.C. u DOWN TYP.EA _ TRUSS TO TOP PLATE,TYP - CL END OUTLOOKER O EA END TRUSS LL CONCRETE SPREAD FOOTING 303 r OVERHANG I 1 - q J_ Q I I I F EAST 8 WEST,TYP. III _ t 0 m O Z Q J = 44'.8'-8 5'4"- CMU CORNER FIST,TYP. 310 c Q CMU WALL, 14� 1'OVERHANG,TYP. 603 SIMPSON RBC @ 24"O.C. Q N Z 4D1 TYP. NORTH AND SOUTH GENERATOR BUILDING FLOOR PLAN NORTH TRUSSES @ 24"O.C. O O GENERATOR BUILDING ROOF PLAN _ , LL ILL 0 ROOF-WALL 803 J Z CONNECTION , (� NOTES • SEE DIVISION 8 OF THE TECHNICAL SPECIFICATIONS FOR MORE INFORMATION ON DOORS AND HARDWARE Y CMU WALL 401 • PROVIDE BRASS FLOOR DRAIN WITH P-TRAP.SYSTEM NOT SHOWN ON THIS SHEET FOR CLARITY. c� • PROVIDE SUPPORT FRAME AND ANCHORAGE AS REQUIRED TO SET DAMPER ON o =o INSIDE FACE OF LOUVER.SYSTEM NOT SHOWN ON THIS SHEET FOR CLARITY, a y U Z #5 @ 12"O.C.EW, 0 CENTERED IN SLAB J J N LOUVER&DAMPER CODES EMERGENCY EQUIPMENT LOUVER&DAMPER SCHEDULE -BAKEDENAMELLCOATING m GENERATOR PAD PAD B-BIRD8INSECTSCREEN f 306 N0. FLOW FLOW RATE(SCFM) MANUFACTURER LOUVER DIMENSIONS OPTIONS DAMPER _ C-INSULATED BLANK-OFF PANELS � 407 BOND BEAM,TYP INTAKE 6,675 POTTORFF EDD445 54"x 54" ABCD MOTORIZED D-FLASHING HEAD AND SILL EXHAUST 6,675 POTTORFF EDD445 W'x54" ABCD MOTORIZED 6" OR HARDWARE CODES THERSTRIP(ALL SIDES) R DOOR SCHEDULE A-WEATHERSTRIP !_, '�----•� B-AUTOMATIC DOOR SHUT � DOOR NO. DOOR TYPE FRAME DOOR LABEL HARDWARE REMARKS C-LEVER LATCH W/LOCK _ _ WIDTH HEIGHT MATERIAL WIDTH HEIGHT MATERIAL D-DEADBOLT AND FLUSH EXTENSION '�1-� j::1-l� iL I BOLTS AND ASTRAGAL g �3-IT:�[_4 =IT_ -tl. -i 3'-0' T-2" STEEL SGL T-4' 7'4' STEEL N/A ABDEFGI N/A LTT t ll w E-DOOR STOPI HOOK(WALL MOUNT) FOOTING 6'4 9'40" STEEL DBL 6'-B" 10'-0" STEEL N/A ACEGH N/A F-INTERIOR PANIC BAR OPENER SCALE:SHOWN PROOF ROLL NATIVEAMPORTED MATERIAL G-PUSH(PULL HARDWARE PRIOR TO TOP COURSE PLACEMENT 6'CRUSHED SURFACING BASE COURSE H•COORDINATOR v t SECTION a STRUCTURAL FILL COMPACTED TO 95°6 MAX COMPACTED TO FIRM AND UNYIELDING I-KEYPAD eax MFASuflE54' DRY DENSITY PER MODIFIED PROCTOR. = e CONDITION TYPICAL BELOW ALL FOOTINGS " AND SLABS S02 8 �1 GENERAL STRUCTURAL NOTES a CMU ANCHORS FOR USE GROUTED CMU CELLS SHALL BE EITHER HILTI HIT-HY 70 INJECTABLE MORTAR,SIMPSON STRONG-TIE ET-HP ANCHORING ADHESIVE,OR POWERS AC100+GOLD ADHESIVE ANCHORS.CMU ANCHORS FOR USE IN UNGROUTED CMU CELL SHOULD BE AVOIDED.WHEN GEOTECHNICAL PARAMETERS: UNAVOIDABLE,ANCHORS SHALL BE HILTI HIT-HY 70. MINIMUM FROST DEPTH 18" • �' MAXIMUM NET BEARING 4,000 PSF STATIC WHERE SIZE IS CALLED OUT ON THE DRAWINGS,PROVIDE MINIMUM EMBEDMENT DEPTHS AS SHOWN NOTE:WHERE FOOTING BARS INTERSECT SOILS REPORT REFERENCE "GEOTECHNICAL ENGINEERING SERVICES" ON THE FOLLOWING TABLES.PROVIDE MINIMUM EDGE DISTANCES AND SPACING AS SHOWN ON THE SASIN AND VAULT WALLS PROVIDE CMU DOWELS TO MATCH PREPARED BY MURRAY,SMITH&ASSOCIATES,INC. FOLLOWING TABLES UNLESS SPECIFICALLY DETAILED OTHERWISE. I DOWELS OR CONCRETE ANCHORS TO WALL VERTS.EXTEND 2'-0" OTHER LOADING PARAMETERS: I MATCH FOOTING REINF. INTO CMU WALL WIND LOAD 115 MPH,EXPOSURE C INSTALL ANCHORS IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. CONT.CORNER BARS SNOW LOAD 25PSF 401 CMU WALL EARTHQUAKE LOAD LAT 48.18075,LONG 12213385,SOIL PROFILE TYPED NOTIFY OWNER 24 HOURS IN ADVANCE OF INSTALLATION OF ALL ANCHORS. OTHER DESIGN VALUES USED: WHERE SIZE IS NOT CALLED OUT,ANCHOR SHALL BE SELECTED BASED ON DESIGN LOADS.IF THE FLASHING WITH OCCUPANCY CATEGORY ESSENTIAL FACILITY MINIMUM EDGE DISTANCE ND/OR MINIMUM SPACING CAN NOT BE ACHIEVED,REFER TO PRODUCT z'PJF, DRIP EDGE CONCRETE 4.000 PSI WITH 60,000 PSI REINFORCING INFORMATION FOR REDUCTION IN ALLOWABLE LOADS. TYP.UNO #5 @ 12'O.C. CMU 1,500 PSI WITH 60,000 PSI REINFORCING MIN 2 STEEL A36 FOR PLATES,A992 FOR OTHER FORCES ARE DETERMINED BY THE FOLLOWING FORMULA: (Ps I Pt)+(Vs 1 VI)=1 —� I: TIMBER PER FRAME MANUFACTURER 6" �/ + WHERE: Ps=APPLIED SERVICE TENSION LOAD , CONTINUOUS R10 RIGID LIVE LOADS: PI=ALLOWABLE SERVICE TENSION LOAD I INSULATION ` u ROOF 20 PSF Vs=APPLIED SERVICE SHEAR LOAD n r n 3 Vt=ALLOWABLE SERVICE SHEAR LOAD DETAIL AT FOOTING CRITERIA: INTERSECTION 2'-0" 8" #5 DOWELS @ 12'O.0 w s 4 w ALTERNATE HOOKS z r ALL MATERIALS,WORKMANSHIP,DESIGN,AND CONSTRUCTION SHALL CONFORM TO THE THE ABOVE FORMULA IS FOR THE ALLOWABLE LOADS FOR ANCHORS SUBJECTED TO COMBINED DRAWINGS,SPECIFICATIONS,AND THE INTERNATIONAL BUILDING CODE 2012 EDITION TENSION AND SHEAR. (4)#5 ( ) zIu SPECIAL INSPECTIONS TESTS,AND OBSERVATIONS_ GROUTED CMU ANCHORS W° _ HILTI HIT-HY 70,SIMPSON STRONG-TIE ET-HP&POWERS AC100+GOLD 6' rc SPECIAL INSPECTIONS AND TESTS SHALL INCLUDE THE FOLLOWING.REFER TO IBC SECTION 1704 DETAIL AT F007INC AND 1705 FOR DETAILS. CIA OF ROD MIN.EDGE MIN. MIN.ANCHOR ALLOWABLE LOAD BASED ON INTERSECTION 1. SPECIAL INSPECTIONS BY THE GEOTECHNICAL ENGINEER INCLUDING: (INCHES)OR DISTANCE EMBEDMENT SPACING BOND STRENGTH(POUNDS) �— 1-10' 1.1. SITE EXCAVATION AND GRADING *1REBAR SIZE NO. (INCHES) (INCHES) (INCHES) 1.2. PLACEMENT OF STRUCTURAL FILL AND SOIL COMPACTION TENSION SHEAR EXTERIORFDN WALLS Z 1.3 TIE ICATION OF SOIL-BEARING CAPACITY PLACEMENT AT CONCRETE CONSTRUCTION:CONTINUOUS,SEE ALSO SECTION 1705.3 312 12 3-312 (1)PER CELL 1,000 845 2. CONCRETE 1/2 12 4-11 (1)PERCELL 1,000 1,470 SPREAD FOOTING 303 NOT TO SCALE Z � OF THE INTERNATIONAL BUILDING CODE. Q 0 3. REINFORCEMENT AT CONCRETE CONSTRUCTION:PERIODIC,SEE ALSO SECTION 1705.3. 5/8 12 5-5/8 (1)PER CELL 1,140 1,595 F— N 4. MASONRY CONSTRUCTION,INCLUDING PLACEMENT OF MASONRY UNITS,MORTAR 314 12 6-3/4 (1)PER CELL 1.200 1,625 J .J REINFORCEMENT AND STRUCTURAL CONNECTIONS:PERIODIC,SEE ALSO SECTION TMS 6021 ACI #3 12 3.3/8 (1)PER CELL 1,000 850 m 530.1/ASCE 6,TABLE 5. Z Q a #4 12 4-1/2 (1)PERCELL 1,000 1.355 5. GROUT PLACEMENT AT MASONRY CONSTRUCTION:CONTINUOUS,SEE ALSO SECTION TMS 602/ J W ACI 530.11 ASCE 6,TABLE 5. #5 12 5.5/8 (1)PER CELL 1.140 1,355 LLII 6. WOOD-FRAMED LATERAL-FORCE RESISTING SYSTEM:PERIODIC,SEE ALSO SECTION 1705.10. cc 7. TESTING OF CONCRETE FOR SPECIFIED COMPRESSIVE STRENGTH(FC),AIR CONTENT AND UNGROUTED CMU ANCHORS Q N J SLUMP.SEE ALSO TABLE 1705.3. HILTI HIT-HY 70 LL Z 8. VERIFICATION OF SPECIFIED COMPRESSIVE STRENGTH(FM)OF MASONRY PRIOR TO Q CONSTRUCTION AND EVERY 5,000 SQUARE FEET DURING CONSTRUCTION.SEE ALSO TMS 6021 ACI DIA.OF ROD MIN.EDGE MIN, MIN.ANCHOR ALLOWABLE LOAD BASED ON CONCRETE CASTaN�LACE CONCRETE,ROUGHEN FLOOR Q O FLOOR #3 @ 12"0 C.,EACH 530.11 ASCE 6,TABLE 5. 3"MIN.BEYOND UNDER PAD PRIOR TO POURING PAD.PROVIDE (INCHES)OR DISTANCE EMBEDMENT SPACING BOND STRENGTH(POUNDS) WAY,CENTER OF SLAB. EQUIPMENT BOLTS,TYP. 4x4 W1.4xW1.4 WWM AT TOP FACE WITH 112" Q 9. STRUCTURAL OBSERVATION BY A REGISTERED DESIGN PROFESSIONAL IN ACCORDANCE WITH IBC iREBAR SIZE N0. (INCHES) (INCHES) (INCHES) TENSION SHEAR CAST-IN-PLACE CONCRETE CLEAR COVER 1704.5 SHALL BE PROVIDED. 31B 12 3 (1)PER CELL 280 265 LANDING SLOPE AWAY a EPDXY COATED#4 DOWELS,EACH ch " V l,"PJF FROM DOOR AT 1%MIN. CORNER AND 18"O.C.,3' a CHAMFER,ALL U GENERAL: 1/2 12 3 (1)PER CELL 280 265 I + PROPOSED EMBEDMENT INTO FLOOR. , OUTER EDGES LL LINES SHOWN ON DRAWINGS MAY BE ASSOCIATED WITH CAD MODELING AND MAY NOT 518 12 3 (1)PER CELL 280 265 ! 4• GRADE _ 14"UNLESS —I REPRESENT REQUIRED OR ALLOWED JOINTS.SEE DETAILS FOR CLARIFICATION ON REQUIRED AND 1 CASTdN PLACE CONCRETE OTHERWISE NOTED ALLOWED JOINTS. 314 12 3 (1)PER CELL 280 265 } FLOOR,REINF.PER PLAN _ I (n #3 12 3 (1)PER CELL 280 265 — PER PLAN REINFORCED CONCRETE: 44 12 3 (1)PER CELL 280 265 NOTE:ENTRANCE LANDING,WIDTH EQUAL TO 1. REINFORCING STEEL SHALL BE DETAILED(INCLUDING HOOKS AND BENDS)IN ACCORDANCE WITH NOTE:SEE MECHANICAL ACI 315.99 AND 318.11.LAP ALL REINFORCEMENTS IN ACCORDANCE WITH THE'REINFORCING #5 1 12 3 (1)PER CELL 280 265 DOOR WIDTH PLUS 3"EACH SIDE,OR AS NOTED DRAWINGS FOR SPLALL CE AND WALL DEVELOPMENT "-SEE THIS SHEET.PROVIDE CORNER BARS WALL INTERSECTIONS PER DETAIL 03.LAP ADJACENT MATS OF WELDED WIRE FABRIC A T PMENT LOCATION 3D1 ANDIDIMENSIONS. EQUIPMENT PAD 3� CMU ANCHOR TYPICAL ENTRANCE LANDING DETAIL MINIMUM OF B"AT SIDES AND ENDS. O 2. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER, CONCRETE ANCHORS SHALL BE EITHER HILTI HIT-RE 500-SD INJECTABLE MORTAR,SIMPSON 3 A 6"WATERSTOP SHALL BE PLACED AT ALL BELOW GRADE CONCRETE SLAB AND WALL STRONG-TIE SET-XP ANCHORING ADHESIVE,OR POWERS PE1000+ADHESIVE ANCHORS AS CONSTRUCTION JOINTS AND AS SHOWN TO PROVIDE A WATERTIGHT STRUCTURE. SPECIFIED.WHERE SIZE IS CALLED OUT ON THE DRAWINGS,PROVIDE MINIMUM EMBEDMENT DEPTHS 4. CONCRETE PROTECTION FOR REINFORCING STEEL SHALL BE AS FOLLOWS,UNLESS OTHERWISE AS SHOWN ON THE FOLLOWING TABLES.PROVIDE MINIMUM EDGE DISTANCES AND SPACING AS NOTED: SHOWN ON THE FOLLOWING TABLES UNLESS SPECIFICALLY DETAILED OTHERWISE 4.1 FOOTINGS AND OTHER UNIFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH...............................3" INSTALL ANCHORS IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 4.2. FORMED SURFACES EXPOSED TO EARTH(WALLS BELOW GRADE), WATER OR WEATHER(#6 BARS OR LARGER)........................2" NOTIFY OWNER 24 HOURS IN ADVANCE OF INSTALLATION OF ALL ANCHORS. 4.3. COLUMN TIES OR SPIRALS AND BEAM STIRRUPS......................2" 4.4. SLABS AND INTERIOR FACES....................................... 2' WHERE SIZE IS NOT CALLED OUT,ANCHOR SHALL BE SELECTED BASED ON DESIGN LOADS.IF THE 3 MINIMUM EDGE DISTANCE AND/OR MINIMUM SPACING CAN NOT BE ACHIEVED,REFER TO PRODUCT ABBREVIATIONS: INFORMATION FOR REDUCTION IN ALLOWABLE LOADS. DOOR p AL-ALUMINUM IZ"PJF _ CHK-CHECKERED CONCRETE ANCHORS EXTEND CONCRETE FLOOR ` N N CL-CENTERLINE HILTI HIT-RE 500-SD,SIMPSON STRONG-TIE SET-XP&POWERS PE1000+ EXTERIOR SLAB ACROSS THRESHOLD / 1 a j o CLR-CLEAR REINFORCEMENT SPLICE AND DEVELOPMENT SCHEDULE 1 8 F OIA.OF ROD MIN.EDGE MIN. MIN.ANCHOR ALLOWABLE LOAD BASED ON EA-EACH DISTANCE EMBEDMENT SPACING BOND STRENGTH(POUNDS) MINIMUM LAP MINIMUM (INCHES)OR o ' EF-EACH FACE MINIMUM STRAIGHT �+ FB-FLAT BAR DEVELOPMENT LENGTHS SPLICE EMBEDMENT REBAR SIZE NO.1 (INCHES) (INCHES) (INCHES) TENSION SHEAR o s GALV-GALVANIZED LENGTHS LENGTHS HOLD FOOTING DOWN 2LAYERS OF30# 1/2 2.1/2 2-314 2-112 1.027 2,210 HORZ-HORIZONTAL BAR TOP BARS OTHER BARS TOP BARS ALL BARS BUILDING PAPER LLV-LONG LEG VERT #4 25" 19, 33" 7" 518 3118 3-118 311E 1,312 2,827 OUTLINE OF EXPANDED a N O.C.-ON CENTER 314 3-3/4 3-1/2 3-3/4 1,556 3,351 FOOTING STEM WALL IN SPREAD #5 31" 24" 41" 9" J PL-PLATE 718 4-318 3.1/2 4-318 1.556 3,351 BACKGROUND FOOTING RB-ROUND BAR � 37" 29" 49" 10" FIST-REINF.STEEL #7 54" 42" 71" 12" #4 2-112 4-1/2 2-112 1,520 3,618 SST-STAINLESS STEEL '70P BARS'ARE HORIZONTAL BARS WITH MORE THAN 12"DEPTH OF #5 3-1/8 5.5/8 3-1/8 1775 5,494 g T&B-TOP&BOTTOM CONCRETE CAST BELOW THEM. #6 3-3/4 6-3/4 3-M 2,225 7,570 VERT-VERTICAL IF CLEAR CONCRETE COVER IS LESS THAN 2x THE DIAMETER OF THE #7 4-318 7-7/8 4-318 2,440 9,428 DOOR THRESHOLD SCALE:SHOWN BAR OR THE CENTER-TO-CENTER SPACING IS LESS THAN(4)BAR � DIAMETERS,THEN VALUES SHALL BE INCREASED BY 43 h #8 5 9 5 4.520 11.507 1v r SIDE COVER MUST BE EQUAL TO OR GREATER THAN 2-1/2" fm END COVER FOR 90"HOOKS MUST BE EQUAL TOOR GREATER THAN 2" CONCRETE ANCHOR 302 may"° S03 9 3, EXISTING WETWELL WALL TO REMAIN - TOP PLATE EXISTING SOIL SMOOTH FACE #4 B'O.C.EW,CENTERED I BOND BEAM REINF_ EXTERIOR AT WITHIN THE CAVITY (2)#5 IN GROUTED CELLS#5 VERT,TYP. A CUT CMU TO MATCH ♦ . TOP OF WALL. I � ROOF SLOPE LINER CONCRETE GROUT NOTE • LINER SHALL ACCOMMODATE BROKEN FACE CMU 1 VAULT,VAULT LIDS AND 6' BUILDING DRAIN LINES AS WELL AS ALL PIPE AND CONDUIT.SEE SPECIFICATIONS DIVISION 5 FOR DETAILS.GROUT 54' CONCRETE AROUND PIPING. 95 CORNER BARS AT ALL " Y CL' L9y 5 BOND BEAM LOCATIONS AT w WALL CORNERS w z w- zIz i < w 3 EXTERIOR CMU WALL . °`- z 1IJU W CMU WALL w n ° �'=S CMU WALL CORNER SLOPED END WALL DETAIL 402 LINER REINFORCEMENT DETAIL 40,� z _® HEADER IN CONTACT Wl CMU Z H SHALL BE PRESSURE TREATED 0 (1)#5 MIN IN GROUTED LINTEL BLOCK cn BOND BEAM,TOP ` DOUBLE 24 HEADER,CONTINUOUS WITH CELLS,TYP. J J COURSE Se 0 J•BOLTS AT 32'O.C.IN GROUTED VERTICAL CELLS,BOLT LENGTH AS GROUT(1)COURSE Z 2 NECESSARY FOR 6'MIN EMBEDMENT, OVER OPENING ♦ LENGTH AND WIDTH DEPENDANT ON � III SMOOTH FACE EXTERIOR AT GENERATOR FUEL TANK.SUBMIT Q N FLOATED FINISH DIMENSIONS OF PAD WITH GENERATOR TOP COURSE FOR TRIM LL z J ATTACHMENT.TYP GENERATOR PAD O O a DOOR OPENING GREATER THAN TOOL EDGES WITH lx 24'IN EITHER 318"RADIUS DIRECTION 3'BEYOND EQUIPMENT BRUSHED FINISH BOOR SLAB BOLTS,TYP. V V♦ D J PREMOLDED cn 8'x9'xl6•CMU BLOCK(FINISH PER 1 ALLARODUND GE EIRATOR PAD FILLER. ,4a ARCHITECTURAL DRAWINGS),TYP. (1)#5 EACH SIDE OF OPENING #5 @ 6"O.C. PROVIDE WEATHERPROOF AND FULL HEIGHT,TYP. EW,T&B ANTI-GRAFFITI COATING ON EXTERIOR. INTEGRAL CMU WALL INSULATION.ALL EMERGENCY GENERATOR PAD aoB NON-GROUTED EXTERIOR CMU BLOCK TYPICAL CMU OPENING ;., _ 8 TO BE INSULATED TO A MINIMUM INTERIOR FACE OF ALL CMU R•VALUE OF 9.8.PER TABLE C402.1.2. BLOCKS TO BE SMOOTH FACE O BOND BEAM @ 48"O.C.WITH#5 CONTINUOUS,LAP JOINTS 24'MINIMUM (TYPICAL) c� NOTE: #5 VERTICAL RST @ 24'O.C.MAX DOOR FRAME OF SOUND RATED 2 LAP WITH STEM WALL DOWELS.FILL DOORS SHALL BE FULLY GROUTED -�♦ O_ ALL REINFORCED CELLS WITH N W GROUT.DO NOT GROUT UNREINFORCED CELLS UNLESS F p OTHERWISE NOTED ON PLAN. #5 DOWELS AT 24'O.C,.TYPICAL,TO V MATCH LOCATIONS OF VERTICALLY o o a l REINFORCED CELLS OF CMU WALL BOND BEAM, ABOVE. STANDARD BLOCK '14 BOT COURSE _ I a s LINTEL BLOCK �l 3 (1)45 EXTENDED 24" 1 CONCRETE SPREAD 303 BEYOND OPENING IN FOOTING GROUTED CELLS of DOOR — I SCALE:SHOWN Ir +• r UHAWIHC IS FULL SCALE WHEN TYPICAL DOOR LINTEL BMMEASUHE52' EXTERIOR CMU WALL 40, 1 , .. " SO4 1 10 31 DIAPHRAGM NAILING BLOCKING TO TOP PLATE PER ROOF PLAN ROOF TRUSS ANCHOR PER PLAN 2X BLOCKING ROOF SHEATHING f NAILER TRUSS • F � i FLASHING WI _ 2'-0"MAX 2x OUTLOOKER AT 24" HOLD DOWN DRIP EDGE - VARIES rr O.C.,ATTACH TO GABLE PER PLAN 44 BLOCKING L BLOCKING TRUSS WITH SIMPSON A34 1X CONT.TRIM 1"CEDAR FASCIA FRAMING ANCHOR,EACH SIDE OVER NAILER i FINISH CEILING SIMPSON U44 WI 16d SMOOTH AROUND BOLT NAILING,TYP 2x LEDGER FOR GYPSUM WALLBOARD WALLBOARD NAILING 5MOOALB N 4 h 3 R a N Z 1x4 CONT.TRIM CMU WALL LOAD z. w zzs, i . MY ze:�. TOP OF GABLE END SECTION 60, EQUIPMENT SUPPORT DETAILS _'" WA W.a WA RIDGE VENT NOTES: 1.INSTALL FALL PROTECTION AT ROOF Z PEAK OVER METAL ROOFING AND FASTEN 0 TO TRUSS WITH 16d NAILS PER MFR RECOMMENDATIONS PRIOR TO Z ~ INSTALLATION OF RIDGE VENT. Q 2.PROVIDE END CAPS FOR RIDGE VENT J N PER MANUFACTURER'S SPECIFICATIONS. FALL PROTECTION C7 m J 3.INSTALL FALL PROTECTION ANCHOR SO EQUAL TO GUARDIAN Z Q THAT D RING BUTTS AGAINST EDGE OF RIDGE-IT 00500 2 Q VENT. ANCHOR @ 8'-0'O.C. Lu PERFORATED ANGLE 112'd2" irW NEOPRENE CLOSURE STRIP 3"MIN RIDGE VENT CAP Q N WITH FASTENERS AT 24",TYP O O METAL ROOFING ALIGN D-RING WITH i EDGE OF ROOF VENT PLYWOOD DECKING ~ ♦ "1� 1 U U U ILL N ROOFTRUSS 2X FLAT BLOCKING,TYP RIDGE VENT DETAIL ROOFING ROOF SHEATHING FRAMING ANCHOR PER PLAN, 12 TRUSS TO TOP PLATE 4 $ o 1'AIR ATTACH BLOCKING TO SILL PLATE WITH GAP.MIN. VENTILATION BAFFLE, FRAMING ANCHOR PER PLAN INSTALL TO KEEP INSULATION AWAY FULL DEPTH VENTED FROM EAVE VENTS FULL FLASHING EAVE BLOCKING 3 WITH DRIP EDGE ON SOUTH SIDE. y Z GUTTER PLACED 1 a O ON NORTH SIDE OF I I 11 Q y BUILDING TRUSS R-42 KRAFT PAPER FACED BATT INSULATION 1"xB"CEDAR FASCIA SOFFIT ON ALL CEILING SURFACES,INSTALL WITH ¢ OVER NAILER WITH VENT KRAFT FACED SIDE OF INSULATION FACING INTERIOR OF BUILDING. 2x NAILER 1"x6'CEDAR TRIM, o CONTINUOUS,TYP.1"x2"CEDAR TRIM, FINISH CEILING WITH ONE LAYER CONTINUOUS,TYP. OF'a'GYPSUM WALLBOARD, a FINISH SMOOTH AND PAINT WHITE. o ATTACH TRUSS TO SILL PLATE WITH o FRAMING ANCHOR PER PLAN 1"x6"FINISH GRADE HEMLOCK TRIM,CONTINUOUS,TYP. EE of CMU WALL/TRUSS CONNECTIONS 603 SHOWN s UR MNG IS FULL SCALE WHEN 8M WAMES? MrAo Si S05 11 31 NOTES: KEY NOTES: • SEE DIVISION 2 FOR HDPE INSTALLER 1. PROVIDE AND INSTALL PIPE SUPPORTS CONSTRUCTED OF UNISTRUT P1000HS OR P1000T SS CHANNEL OR EQUAL AND 316 SS REQUIREMENTS AND PIPE LAYOUT SUBMITTAL FITTINGS AND BOLTS SET PERPENDICULAR AND TANGENT TO THE 3 HDPE PIPES.PROVIDE AND INSTALL SS PIPE STRAP AROUND �7 REQUIREMENTS. EACH PIPE SECURED TO SUPPORT WITH 316 SS BOLTS AND NUTS.SUPPORT SHALL HAVE A TEE UNISTRUT SUPPORT SET NEAR • SUBMIT LINER LAYOUT FOR APPROVAL SHOWING MIDSPAN.ANCHOR SUPPORTS TO CONCRETE WITH 3 Y"DIAMETER SS ANCHORS TO EACH SUPPORT END,EMBED 4"IN CONCRETE �) ALL PIPE AND CONDUIT PENETRATIONS PRIOR TO WITH EPDXY GROUT"SEAL LINER PENETRATIONS.SEE SPECIFICATIONS DIVISION 3 FOR EPDXY GROUT SPECIFICATIONS. FABRICATION. • CONTRACTOR SHALL INSTALL LINER SYSTEM 2. PROVIDE AND INSTALL 2 SETS OF 3 PUMP GUIDERAIL SUPPORTS.GUIDERAIL SHALL BE SET SECURELY TO HDPE PIPE WITHOUT FIRST AND ADJUST PIPING AND CONDUIT TO FIT DAMAGE TO PIPE PLACED BELOW SECOND PIPE SUPPORT.ABOVE PIPE FABRICATE SUPPORT BRACE FROM UNISTRUT P1000HS OR ✓; l t" w " x LADDER PER DETAIL ON EXISTING WET WALL LID TO THRU LINER PENETRATIONS.ALL PENETRATION P1000T SS CHANNEL WITH 316 SS FITTINGS AND BOLTS,ATTACH TO GUIDERAIL SUPPORT ABOVE PIPING AND ALIGN GUIDERAIL. �" ,y r•: ' DIMENSIONS SHALL BE FIELD VERIFIED BEFORE SUPPORT SHALL HAVE A TEE UNISTRUT SUPPORT SET NEAR MIDSPAN.ANCHOR SUPPORT TO CONCRETE WITH 3'/."DIAMETER SS ' DWG NO.M02 x r BE REPLACED WITH 8" PIPE AND CONDUIT IS LAID OUT AND ASSEMBLED, ANCHORS TO EACH SUPPORT END,EMBED 4"IN CONCRETE WITH EPDXY GROUT.SEAL LINER PENETRATIONS.SEE SPECIFICATIONS PIPE SUPPORT,TYP. " 191z"CONCRETE PRECAST CIRCULAR ANY ADJUSTMENTS REQUIRED BY THE DIVISION 3 FOR EPDXY GROUT SPECIFICATIONS. , ,� " PER DETAIL ON DWG RISER CONCRETE LID. CONTRACTOR TO FIELD FIT THE COMPLETE NO,M02 Y 119.95' _._? ,- 1_ SYSTEM SHALL BE COMPLETED AT NO - _ _ _ TOP OF WET � ADDITIONAL COST TO THE OWNER. - '- - - - WELL AND VALVE • MJ CONNECTIONS TO HDPE SHALL BE EBAA IRON BENTONITE SEAL VAULT MEGALUG SERIES 200PV OR EQUAL.FL THRUST BLOCKING PER CITY - CONNECTIONS TO HDPE SHALL BE EBAA IRON STANDARD DETAIL W-165 FLOOR DRAINS FROM EMERGENCY MEGAFLANGE SERIES 2100,DI BACKUP RING FL _ GENERATOR BUILDING.REFER TO OR EQUAL.SUBMIT PRODUCT INFORMATION FOR B"BLIND FLANGE WITH CONCRETE DWG NO.M02 APPROVAL PRIOR TO ORDER,SEE THRUST BLOCKING SPECIFICATIONS DIVISION 1 FOR PRESSURE m n '- REQUIREMENTS. p m z. • VAULT HATCH GUTTER DRAINS NOT SHOWN FOR CLARITY.PROVIDE AND INSTALL 2.5"SCHED.80 212"DUCKBILL CHECK VALVE . :` , PVC DRAINS SLOPED MINIMUM DOWN 1%TO WETWELL.PROVIDE V DROP AND DUCKBILL TO U 6-HDPE 90°BEND,(TYP.3) ; I:C•1 M C 8"HDPE PIPE,APPROX. e � OUTLET IN WETWELL. LENGTH 6'-9".WITH DI 8"GRAVITY MAIN PER REFER TO KEY NOTE BACKUP RING EACH END. DWG N0.C01. • SLOPE ALL VAULT DRAINS MINIMUM DOWN 1%TO NUMBER 1 ON THIS SHEET. ', WETWELL. • WIRING NOT SHOWN FOR CLARITY,REFER TO 8"DI GATE VALVE,(FLxMJ) DWG N0.E04. S � REFER TO KEY NOTE � 8"DI GATE VALVE, NUMBER 2 ON THIS SHEET. (FLxFL)(NORMALLYCLOSED) _; r 0 EXISTING 15"PVC 111.%, GRAVITY MAIN, PIPE 4 L, J 21z'SCH.80 PVC 45'BEND O < B"C900 BLUE BRUTE - II II� � u - 7 PROTECT IN PLACE PVC,APPROX 5'-0", V MIN 6"HDPE PIPE APPROX. of LTF. L - ` LENGTH 16'- Z 7 n}F 8"x 8"DI TEE,(FLxFL) 1 _ 21z"SCH.80 PVC TEE — B"PVC GRAVITY(TYP.MAIN Z AI 3) Q / 212"SCH.80 PVC �, i -{�—. PER DWG NO.C01 J W d 8"HDPE FLANGE ' 21"SCH.80 PVC PIPE, PIPE,APPROX, ♦ ♦ r WITH DI BACKUP RING 212"SCH.80 PVC PIPE, z �J EXISTING 15"PVC Q 8"LONG BODY I APPROX.LENGTH T-6" 1� APPROX.LENGTH 1'-7" EXTEND BELL AND SPIGOT LENGTH V-4" GRAVITY MAIN, a Ci6 SLEEVE 8"HDPE PIPE,APPROX, PVC P-TRAP 212"SCH.80 PVC PIPE, 18"-24"BEYOND THE PROTECT IN PLACE LENGTH 6'-2". _ APPROX.2"SCH.80 PVC PIPE,_ APPROX.LENGTH 1'-3 - EXISTING 8" � " OUTSIDE OF THE EXISTING \ - - 2"COUPLING 1 PVC 45*BEND WETWELL SLOPE VAULT DRAINS REBAR PER DWG N0.SO4 0 � FORCE MAIN Z ROUTE PVC PIPE DOWNWARDS TOWARDS ( r 106.23' a TO WETWELL (TYP.2) 2"SCH.80 PVC WETWELL AT 1%SLOPE I.E.EXISTING 2s2"COUPLING 45'BEND AND PROPOSED cn c AIR VACUUM RELEASE (TYP.3) GRAVITY MAINS U V PER DETAIL ON DWG 2"SCH.80 PVC W 2"SCH,80 PVC PIPE,APPROX. EXISTING DRY WELL SS PIPE SUPPORT S NO.M02 PIPE,APPROX. LENGTH 5'-3" ABANDONED IN PLACE _ REQUIRED BY PUMP 8"DISMANTLING LENGTH T-1" JOINT FLANGE ` MANUFACTURER.MIN 6'O.C. ROUTE VAULT 8"DI MAG METER -DRAINS TO WETWELL 212"SCH,80 PVC PIPE, B"HDPE FLANGE WITH APPROX.LENGTH Y-11" 8"x 6"HDPE REDUCER WITH DI BACKUP RING H3 —I / 2"DUCKBILL CHECK DUCTILE IRON BACKUP RING l{p� j ♦ VALVE AND HDPE FLANGE(TYP.3) 212"DUCKBILL CHECK BUILDING FLOOR DRAIN _ PREFABRICATED LINER V1 \ _� VALVE PER DWG N0.M02 INSERL REFER TO 5 OF THE SPECIFICATIONS N 3 �TI rk�- 6" HDPE PIPE,LTF,(TYP.3) ! Im o � ,` FUTURE PUMP (NOT THIS j yam_ -� CONTRACT).PROVIDE DI BLIND FLANGE AT PUMP a 8"HDPE PIPE,LTF,(TYP.2) k -' — f CONNECTION. PUMP STATION ELEVATION A 8"x 6"HDPE TEE,(TYP.3) u'l HATCH SCHEDULE 4 Z_ H o CONTRACTOR SHALL ADJUST PUMP AND DIMENSIONS a J y \�i��! PIPING SPACING PER MANUFACTURER . MANUFACTURER TYPE LOADING REMARKS o W �,— s L 1 - WIDTH HEIGHT G B"x 6"HDPE REDUCER �C1:C. - � �1I, �_ ► RECOMMENDATIONS. HATCH No 6"HDPE PIPE,APPROX. M \ - ACCESS SAFETY ` RATETOBEINSTALLEDPERTECHNICALSPECIFICATIONS.HATCHTO H1 48' 72" LW PRODUCTS HD-3C H2O OPEN NORTH AND SOUTH.SAFETY GRATE TO OPEN TO THE EAST. LENGTH V-0"WITH DI FL BACKUP RING \ LINER AND GROUT 407 H2 48• 72" LW PRODUCTS HD-3C Hzo HATCH TO OPEN SOUTH aEl H3 30' 30" LW PRODUCTS HS-2A H2O HATCH TO OPEN SOUTH o 6"CAMLOCK BYPASS PER �I, 6"HDPE PIPE,APPROX. PUMP 2 o T= H4 24' 24" LW PRODUCTS HS-IA H2O HATCH TO OPEN SOUTH o DETAIL ON DWG N0.M02 LENGTH 3'-5",(TYP.3) a s ` PRESSURE GAUGE PER PUMP1 2S 6"HDPE ELECTROFUSION DETAIL ON DWG NO.M02 COUPLING(TYP"3) SUBMERSIBLE PUMP,TYP.OF VAULT SCHEDULE o 0 (TYP.6) 6"DI DISMANTLING JOINT(TYP.3) 2,SEE SPECS"DIVISION 11 6"HDPE PIPE,APPROX. INSIDE DIMENSIONS W o LENGTH 2'-4",(TYP.3) 6"DI BALL CHECK VALVES VAULT NO. WIDTH HEIGHT DEPTH MANUFACTURER Type Remarks 6"DI GATE VALVE(FLxFL,TYP-3) (FLxFL,TYP.3) V1 8'-0" 6'-0" 7'-0" OLDCASTLE 687-LA CUSTOM HATCH �SHOWN V2 4'-2" 4'-2" 5'-0" OLDCASTLE 507-LA CUSTOM HATCH v r A9wa,G 6I1r lCVE M1B/ PUMP STATION MECHANICAL PLAN "MEAW"IST V3 2'-6" 2'-6" 2'-0" FOG-TITS 3030 SB CUSTOM HATCH M01 12 �� 2'SCH.80 PVC DISCHARGE PIPE - NOTE:PROVIDE ADEQUATE ROUTED WITH DOWNWARD PRESSURE GAUGE SUPPORT FOR AIR VACUUM SLOPE TO WET WELL SEE DWG RELEASE VALVE ASSEMBLY. NO.MOI FOR CONTINUATION I SUPPORTS AND HARDWARE 'i THREADED SS PIPE NIPPLE AND SHALL BE STAINLESS STEEL. W SS BALL VALVE NORMALLY PVC PIPE SHALL BE - CLOSED.VALVE SHALL BE USED SCHEDULE 80. TO BLEED AIR DURING ROUTINE TYPE A-FLANGE SUPPORT MAINTENANCE ki DIAPHRAGM SEAL 2"SCH.80 PVC UNION 7 AIR VACUUM 'i STAINLESS STEEL BALL 6'HOPE ELECTROFUSION 2"SCH.80 PVC 90'BEND(TYP.) RELEASE VALVE VALVE NORMALLY CLOSED. TRANSITION SADDLE(AKA EQUAL TO A.R I. CORP SADDLE)WITH}'FPT 2"PVC MODEL D-025_ i STAI AS REQUIRELESS STEEL (TYP,)IPPLE STAINLESS STEEL OUTLET ISOLATION AS REQUIRED(TYP,) VALVE 'i TEE 27HREADEDINLET 8'x2'HDPE2' �� A• NNN i_ 2 PVC UNION ELECTROFUSION / TRANSITION SADDLE may. 6 z 8'HDPE FORCE MAIN y x y 3 TYPE B-SADDLE SUPPORT 6"STEEL DISMANTLING JOINT - ! l I Z m Q TYPE C-SADDLE CLAMP SUPPORT J W Lu cc 04 PRESSURE GAUGE DETAIL AIR VACUUM RELEASE VALVE DETAIL PIPE SUPPORT DETAIL Z a VLL U LANDSCAPING PER 4" STEEL CAM-LOCK DUST CAP J Lu CIVIL PLANS ---.(--- � EMERGENCY GENERATOR CONCRETE C 1 BUILDING WALLIRISER + c 1'DIA RU CED VERTICALLY @ 12S,EQUALLY AO.C. o ry l PLAN ASPHALT PARKING AREA I T PER CIVIL PLANS I I 6'STEEL NPT NIPPLE,1'- 11-LONG 1 r HATCH CURB _ F- OPENING D 3 B'OF CSBC COMPACTED TO A FIRM v VAULT PER DWG NO,M01 �- y T 12 MAX o AND UNYIELDING CONDITION 1 0 - p 6"MALE x 6"FEMALE BAR 3', THREADED STEEL CAM - 212x'2'BRACKETS _ PROVIDE ADDITIONAL ADAPTOR O.C.MAX.VERTICAL DIAGONAL BRACKETS SPACING AT TOP CONNECTION VALVE BOX i 3 H SST LADDER SAFETY POST,BILCO EXTENSIONS AS 2 s SCH.80 PVC PIPE,APPROX. LADDER-UP OR EQUAL INSTALL PER q Z NECESSARY LENGTH 3'-3%(TYP.2) G` MANUFACTURER'S RECOMMENDATIONS 2 O 21;SCH.80 PVC P-TRAP, ` o PIPE BEDDING AND TRENCH (TYP.2) 2'2"SCH.80 PVC PIPE, STRINGERS,FB 212'X'27 6'DI FLANGE TO FNPT(COMPANION —� BACKFILL PER CITY 2'Z"SCH.80 PVC PIPE,APPROX. APPROX.LENGTH 5'-9' TYP> LADDER RAILS,PUNCH FLANGE) STANDARD DETAIL SS-120 LENGTH 7.4'.(TYP.2) 2'2"SCH.80 PVC 45'BEND TO RECEIVE RUNGS 6"DI 90'BEND V2-SCH.60 PVC TEE 2'2"SCH,80 PVC 90'BEND -gyp - '6"CONCRETE R 1r 10 I I (FLxFL) � ' 2'2*SCH.80 PVC PIPE, lYP ANCHORS,TYP. . APPROX,LENGTH V-10 �-@�- - DI GATE VALVE FLxFL v IN LIEU OF TOP A o N ( ) 2 i SCH.80 PVC 90'BEND LINER DIAGONAL.EXTEND � \ RAILS AND BEND Y AT GROUT L FLOOR.SECURE WITH 17MAX 2" 3 EXISTING NATIVE2 P °iCONCRETE of SUBGRADE EXISTING WETWELL ANCHORS _ PROFILE SCALE:SHOWN - i Ili — �I—ll, -- ' —� BYPASS PUMPING PORT ELEVATION EMERGENCY GENERATOR BUILDING FLOOR DRAINS LADDER DETAIL """"' , fl"A MEASUFES -1 �- I I _ M02 13 M""F3 31 �ONELBYEDIAIiAAM:3YMESOId MNELBOARDS,,SWflCNEB�ANDEQiRPMENT_T LIGNTNNiI!ixTQIMS/DBWCLSS _ _—ABBRAM71 NB_ LADDER LOGIC SYMBOL.LEGEND -- - -—— ✓ 1 1 Ih - 1 1 'I I _ . . � I ( I I II 1 H it I. _ •1 1 1 U 1 FI I 1 —- FARE SYSTEM SYMBOLS _w N•• ?n tC � INDICATE TYPE BY U.° z� _ STRUMENT METER IN F= 1= = LETTER z �- s u F I - 'I 11 •• s`o' I I i F ADDITIONAL SYMBOLS SITE PLAN LE6E:VD O Fh - - 1 Ic - PROPOSED POWER 0 I PROPOSED TELEPHONE 1 Z _ 1 PROPOSED INSTRUMENTATION O Q r • Ir J : 1 = 0 m Z y - ---ALVESMWLS — DUILDING OR FAGILtry PLAN LEGEND Z a w _1 F_ I _ _ - J II W W 11 F - - - - a Q N J II ' ll o o a V F. RECEPTACLES AND JUNCTION BOX SYMBOLS If II N f 1 J I 11 1 'I k ' - I PSID BUBBLE IDENTIFICATION CHART I I I = 11= 11-I -II ISA STANDARDS FOR PAID GROUNDING 3YSTEIrf_8-yug 18 1 -I I(MODIFIER) it I I 1 n I _ I 1111 1 I I, F- ----"--- F h I - 1 Fr F Z O Ir1 < W • - —_._—_ F I 1 I R _ --1------- --- EL ---- ECTRICAL Sf1E PLAN SYMBOLS I I - II F -- 1 I .II F I -_ I � —m• Fh F = 1 -• I I - nl: I 1 rll_ IFI 11 .I HI. - -- F III I II III 11II Ih I _ 1 ------ -- IF- : - I : I- - II _- I _II -=c II - = 1 1 2 3 I I F- _ -F I a IF=1- Ih_ 1 - I IF-I 1- -11 - - = I a 1. I•,. I 1 F f1 1 = 1- I n-- =I-1-H F- - I (r IF I, IF -I- I=III -- - I �-1hL- - - -------1- -- - 1 I- I1}-= II I1, - a: 1.11c - :1 1FJ r r Ilr I 1 r r n. Ir:. 1 1 _ 1 11 1 SCALE:SHOWN ' 1 � I 1- - _ •a III - I -1_ �II IF- :_ ; 1 � F• � H 1-(• 1 _ a 1: n . the �� I � oa,tlwswcsueemrH • r � 1 I 1 I 1 1 E0114 q"31 �—OUTSIDE AUTOMATIC TRANSFER SWITCH,"ATS" PROPOSED MAIN SERVICE MOTOR CONTROL CENTER"MCC"48OV,3�,4W,600A,42 KAIC WITHSTAND DISCONNECT 1A^20013TM 1H �j1E 2A,21G 3A 4A 1K ` I i I I NEUTRAL > 4 /T3 3 M TM TM TM I •; I l METERL 200/3 /TM, PROPOSED STANDBY SE I GENERATOR I 15 VA u J I SPO 30,2081120V 1 w'" z 11REACTORS 5% ��5% z Y 2 REACTORS z w a✓ 20013 1 I =z w ? 3 \TM a� u PROPOSED UTILITY METER I I L. =$ I 208112 I I I5% I BOKW IT GN"D BUS 0V 115R%EACTORS 11REACTORS I EXISTING POLE-MOUNTED I 1 I TRANSFORMERS PROPOSED Z GROUNDPER ~ Q N.E.C. O C - I _ _ _ _ _ INSIDE— J NEMA 4X SS POWER JUNCTION m CQ BOX MOUNTED INSIDE Z Q EXISTING PRIMARY 480/277 VOLT EXTERIOR ENCLOSURE. J 2 SERVICE POWER HAND HOLE,SEE z m � DWG NO.E03 FOR MORE W Q INFORMATION a N m x LL Z Oo w EXTERIOR JUNCTION Q Z BOX ENCLOSURE J NEMA 4X SS INSTRUMENTATION V w PROPOSED SEAL-OFF, AND CONTROL JUNCTION BOX ILL Z MOUNTED INSIDE EXTERIOR J O TYPICAL ENCLOSURE. STATION LOAD CALCULATIONS POMP i(30 HP} 40.0 A X 1.25= 50.0 AMPS PUMP 2(30 HP) 40.0 A X 1.00= 40.0 AMPS L LIGHTING TRANSFORMER(15 kVA) 18.1 A X 1.00= 18A AMPS BUILDING HEATER(3 KW) 3.6 A X 1.00= 3.6 AMPS TOTAL 111.7 AMPS SIN SERVICE ENTRANCE I LIGHTING DISCONNECT TRANSFORMER ELECTRICAL NOTES SWITCH 1.PROPOSED FUSING OR CIRCUIT BREAKER PER SURGE � PROTECTION DEVICE MANUFACTURERS RECOMMENDATION. o GND BUS W #6 MIN. 2.SEE GROUNDING DETAIL,THIS SHEET. z 2 #4 MIN. #4 MIN. 3.GROUND ROD PER N.E.C.(TYPICAL).SEE DWG NO.E08 FOR 0 WCT WFLL MLT G_l r DETAIL. J In o REBAR MAT WATER PIPE 4.SEE DWG NO.E12 FOR CONDUIT AND CONDUCTOR SCHEDULE. F 5.SEE DWG NO.E12 FOR ELECTRICAL EQUIPMENT SCHEDULE clt f PROPOSED UFER to S CONNECTION 6.STUB UP SPARE CONDUIT AT MCC FOR FUTURE PUMP 3 GROUNDING q ONE-LINE DIAGRAM Y I o g SCALE:SHOWN o r OROM IS FULL SCALE WH awrucaatsr E02 1 EN 5 �,j .� ELECTRICAL NOTES ,a 1.SEE DWG NO.E12 FOR CONDU;T AND CONDUCTOR SCHEDULE. EXISTING UTILITY POLE AND OVERHEAD TRANSFORMERS 2-SEE DWG N0 E12 FOR ELECTRICAL EQUIPMENT SCHEDULE. 3.SEE DWG NO.E04 FOR UNDERGROUND CONDUITS BETWEEN GENERATOR BUILDING AND WET WELL,VALVE VAULT,AND METER VAULT_ 4.CONTRACTOR SHALL COORDINATE SECONDARY POWER REQUIREMENTS WITH SNOHOMISH COUNTY PUD,CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK NOT PERFORMED BY PUD S 5� 5.PROPOSED POWER HAND HOLE BY PUD.CONTRACTOR SHALL PROVIDE EXCAVATIO" '- Y RESTORATION FOR INSTALLATION OF HAND HOLE PER PUD REQUIREMENTS. ` 6.PROPOSED UNDERGROUND SECONDARY POWER SERVICE TO POWER HAND HOLE.' CONTRACTOR SHALL PROVIDE EXCAVATION AND RESTORATION FOR INSTALLATION OF SECONDARY POWER SERVICE,AND SHALL PROVIDE AND INSTALL CONDUIT TO POWER HAND HOLE.PUD SHALL PROVIDE AND INSTALL CONDUCTORS FOR SECONDARY POWER SERVICE TO POWER HAND HOLE. K ?Z W <". 2'� 2 O.W 17E3 W6 N' 2 Kmxmi .. Z `0 Z 0 Z � J Q 204TH STREET NE _ z a a = W cc c H Q N 0o Q H V J J POWERW HAND HOLE 0 r i _ MAIN SERVICE DISCONNECT METER VAULT - UTILITY METER $ o VALVE PROPOSED ASPHALT VAULT _ GENERATOR ACCESSIPARKING AREA BUILDING Z x C I a N z �— EXTERIOR JUNCTION BOX ENCLOSURE EXISTING WET WELL ACCESS HATCH,TYP. R _ a a R o g ELECTRICAL SITE PLAN scuE SHOWN r r WMM4EW SC4f RnFl1 9.W UMSUHESY E03 1 16 w } • I O _ � I ' z -21 I ( POWER HAND HOLE.SEE ELECTRICAL SITE PLAN DWG NO.E03 FOR DETAILS. TELEMETRY/ PANEL,-RTU- PANEL"L", W x w z. w dLo METER VAULT MOTOR CONTROL SPACE FOR FUTURE z z g THIS SECTION CENTER,"MCC" MCC SECTION FOR VENTILATION CONTROL m FUTURE PUMP 3 z J PANEL,'VCP" N= s-;mti — — ► "RTU" MAIN SERVICE I ♦ Z I I VALVE VAULT DISCONNECT \ I 'RTU' MAN DOOR Q Z ♦ ► "RTU" Z Q 0 — ACCESS HATCH 1 - RN O Y f V� � fDvCAoN2A1111 UTILITY MCP" J_ OUTLINE,TYP. METER13 •ATS• STANDBY GENERATOR, i . P„ SEE DWG N0.E11 FOR VCP" - m Z Gt�BDv2�ei'n "RTU" DETAILS. J — — — — DOUBLE DOOR R711' ►-"VCP" Z "RTU" . EXHAUSTLOUVER Q N O Z I Dr1510 hzE IL z H 1 I VCP O O Al I PUMP NO. 1 F , Q m I RTU O I cn F- �" i ♦ j EXHAUST LOUVER ACTUATOR, V I I 'LAT,12BVAC,10 LL N PUMP N0.1 ♦I MCC'I r J G LEVEL I I MISSION CONTROL "VCP L Al ! TRANSMITTER ' " " Al MOUNTED _ w �' BENEATH" PANEL, M CP MCC" �JJ ATS" I I -O AUTOMATIC i III I kil RTU" TRANSFER O MCC" SWITCH,"ATS" - aI I I GENERATOR BATTERY % J WET WELL I ( I i � � -�"VCP' CHARGER , ` RADIO ANTENNA CIRCUIT SEE o ►"RTU" — INTAKE LOUVER ELECTRICAL DETAILS FOR ANTENNA — INTAKE LOUVER ACTUATOR, REQUIREMENTS. O 'LA1",120VAC,10 o EXTERIOR JUNCTION BOX a - - _ ENCLOSURE.SEE DWG NO. E09 FOR DETAILS. 3 ELECTRICAL NOTES z O 1.SEE ELECTRICAL SITE PLAN DWG NO.E03 FOR CONTINUATION. < N W G 2.GROUND ROD PER N.E.C.(TYPICAL).USE EXOTHERMIC WELD CONNECTION AT THE GROUND ROD.SEE DWG NO.E08 FOR DETAIL.LOCATE GROUND RODS 2'MINIMUM FROM BUILDING FOUNDATION. POWER DISTRIBUTION AND SIGNAL PLAN 3.CONNECTION TO REINFORCEMENT GRID(TYPICAL OF 2 LOCATIONS).SEE DWG NO.E08 1/2' = 0 o FOR ADDITIONAL DETAIL. aLn 4.CONFIRM ALL CONDUIT STUB-UP LOCATIONS WITH GENERATOR MANUFACTURER. 5.BOND GROUND SYSTEM TO WATER PIPING. x 6.SEE DWG NO.E12 FOR CONDUIT AND CONDUCTOR SCHEDULE. 7.SEE DWG NO.E12 FOR ELECTRICAL EQUIPMENT SCHEDULE SCALE:SHOWN �1 n r r ow�ea aMu arw rcv BM MEM ESr E04 17 r1 ,a TELEMETRY PANEL,"RTU' - •;� PANEL"L",THIS SECTION SPACE FOR FUTURE VENTILATION CONTROL MOTOR CONTROL MCC SECTION FOR PANEL,"VCP" CENTER,"MCC" FUTURE PUMP 3 ` PHOTOCELL TO CONTROL > > OUTDOOR BUILDING LIGHTS n r H i nL• ElWHEN IN"AUTO'POSITION u� z rc�. L"7 L•f — MAN DOOR z f _' MAIN SERVICE DISCONNECT 1 1 - u 2 Ln N arms. UTILITY GFI 111 "L" _A3 A2 METER 4 f Wpr--- — —t GFI Z 2 4 Q WP Z a Ot= w EXHAUST LOUVER Ad Z Q Q JW n ¢ W DOUBLE �', I EMERGENCY ' PROPOSED GENERATOR Z V LIL DOOR GENERATOR BUILDING O Q W N Z I� INTAKE GENERATOR BATTERY V � a LOUVER CHARGER _ ��RR V WET WELL _ J Z LEVEL TRANSMITTER —I MOUNTED BENEATH"ATS" AUTOMATIC TRANSFER MISSION CONTROL PANEL,"MC-P" SWITCH,"ATS" ° J EXTERIOR JUNCTION ' BOX ENCLOSURE LIGHTING AND RECEPTACLE PLAN _ g 3 c W M Z 4ry ELECTRICAL NOTES p< �, N 1.PROVIDE AND INSTALL LABELS FOR ALL LIGHT SWITCHES.LABELS O SHALL INDICATE THE DEVICE CONTROLLED BY THE SWITCH. R 2.LOCATE ALL LIGHT FIXTURES,SWITCHES,AND DEVICES IN LOCATION r 2 SHOWN ON THE PLANS USING ENGINEERING SCALE.ADJUST LOCATION 18 0 AS NECESSARY TO AVOID INTERFERENCE WITH OTHER EQUIPMENT. 3.DOUBLE GANG BOX AND SWITCH RECESSED IN WALL. 4.SINGLE GANG BOX AND SWITCH RECESSED IN WALL. $ 5.SEE DWG NO.E12 FOR LIGHTING FIXTURE SCHEDULE. 6.SEE DWG NO.E12 FOR ELECTRICAL EQUIPMENT SCHEDULE. SCALE:SHOWN a r r DROM IS FULL SCALE WHEN BAH MFASUflES7 E05 t 18 Pr,, NAMEPLATE Z� NNN ?'- PROPOSED MOTOR DISCONNECT SWITCH_ CONTROL CENTER'MCC" 6.-8. y z F w ¢ r WITH DEPTH EQUAL TO 20" -z u i 3 1 2 3 4 uj_ z u w«' W_w0.N N_€: 2�p� LL•am ACC CONTROL DEVICES Z J B- 0 Z a ~ C oars RUN-TIME METER O H W 000 J D- VFD KEYPAD MODULE Z_ Q W J W �I START COUNTS (r Lu 7-6° LL 04 Z V 0 00 0 vIL - O HAND-OFF-AUTO SWITCH PUMP RUNNING LIGHT id a u COC M EMERGENCY STOP PUSHBUTTON EMERGENCY STOP LIGHT � � C 4° fj [o CONCRETE j HOUSEKEEPING PAD PUMP SEAL FAIL LIGHT PUMP FAULT LIGHT MOTOR CONTROL CENTER LAYOUT ( L ICJ o k g PUMP OVERTEMP LIGHT ALARM RESET PUSHBUTTON w Z O 3 > O TYPICAL VFD PANEL LAYOUT L (PUMP 1,PUMP 2) SCALE'SHOWN P P 7 DA41M�6fUl6CNE qlM BM 4EARM.ES7 E06 19 �� �J I I I I u • • w w Zt 1 GG� 1• _ Y l7c 3, . I • I • .I I O�_ Zo W` I I • I I _ _ • _ _ _ _ _ _ __ x€ • -O H h - rcsm°O I hh • I • � I I N 0 H 1 I m 1 � JLLI = Q LTS_, : 1: I I LL c 0 1 Q N V LL O ♦ O H V N O l t • J _ Z II O DIAGRAM 2: BACKUP FLOAT CONTROL LOGIC I F I 1 - I I 1 � 1 i _ ---------------- --------- - - -- j e l l ______ --- j i c 1 I -- --- , , I w 1 -- 1 , , N j I I I 1 1 1 1 0 N ELECTRICAL NOTES T 10 1 j I 2 1 I j j 1 1 I I 1.THE TYPE OF PUMP PROTECTION RELAY MAY VARY DEPENDING ON THE SELECTED PUMP MANUFACTURER.CONTRACTOR SHALL PROVIDE AND INSTALL THE APPROPRIATE PUMP ry PROTECTION RELAY EQUIPMENT AS RECOMMENDED BY THE PUMP MANUFACTURER. CONTROL WIRING SHALL BE MODIFIED AS NECESSARY TO ACCOMMODATE THE PROVIDED PUMP PROTECTION RELAY AT NO COST TO THE OWNER _ DIAGRAM 1: PUMP 1, PUMP 2 SCALE:SHOWN _rr-s 1•� v r z UNMAGI$IUIL X•XF IpEN .MWUNES2' ml Y4 AO E07 20 JV,, F— RTU OE7EC10R\ CADWELD TYPE TA. 24V 4D------— ------- -------- (1)+IN \ CADWELD CABLE TO CADWELD TYPE RR. CABLE TEE CADWELD END CABLE TO COPPER I 24V-CF------- -- ' ❑(2)+OUT CONNECTION. UPPER REBAR CONNECTION. CONDUCTOR 11 I REBAR�--------- 1 1--- fl(3)IN/OUT I rt I - I COPPER CONDUCTOR SHONE +o-------- . I --- ----- // SURFACE ALARM - -- ---�(4)A 1 MOUNTEDJ-BOX.-CF-- ---- -------\-------ON A SPLICE MANUFACTURER'S { SWITCH WIRE TO GROUND REBAR DETAIL GRCCONDUITSTRAPPEDTO FIELD WIRE IN GROUND TEE DETAIL - I'ii WALL WITH STAINLESS STEEL JUNCTION BOX. DIAGRAM 3: BUILDING SMOKE DETECTOR CIRCUIT PIPE CLAMP II No SCALE LIQUID LEVEL SWITCH.SET J TO SWITCH WITH 112"OF D CADWELD TYPE XA. a WATER ON FLOOR. CADWELD TYPE GR CADWELD CABLE TO CABLE CROSS CADWELD CABLE TO CONNECTION. Z x w COPPER CONDUCTOR GROUND ROD CONNECTION. 3{ _ 5B'XB'COPPER COPPER SIZE NEMA 12 ENCLOSURE TO FIT CONTROL EQUIPMENT r GROUND ROD. CONDUCTOR OR - L _ VENTILATION CONTROL PANEL-VCP". N FLOOD SWITCH DETAIL I o `"20ACKT OFF GROUND TEE DETAIL GROUND CROSS DETAIL Z a _ • HAND AUTO • CR LOUVER ACTUATOR ~ J N C7 m J START SIGNAL 1 CALL Z a a FROM GENERATOR J = • -_— ---- • I cc W COOLING THERMOSTAT I LL z CB 1 I 02 V • 120P_ 120N--- — • V N NORMALLY OPEN, V CR1-1 20A POWER TO CLOSE _ W • _INTAKE LOUVER I PROPOSED CONCRETE J J ACTUATOR,"LA1' I COVER. NORMALLY OPEN, GRADE W 20A POWER TO CLOSE CR1-2 EXHAUST LOUVER PROPOSED CONCRETE _ ---- ( G ROU ND ROD PROTECTOR 13' ACTUATOR,'LA2 v DEPTH X 12"HEIGHT WITH COVER.PIPE INTAKE LOUVER EXHAUST LOUVER 1 R-1INC,2T,OR EQUAL.#12R•12A 6 POSITION SWITCH POSITION SWITCH L N • PR I - 120V - 518'xB'LONG COPPER ON GROUND ROD. L I NUMBER OF FIXTURES -G -"LOUVERS OPEN" VARY DEPENDING ON - o HANDSWITCH OFF CIRCUIT. 0-5 MINUTES I PHOTOCELL SET @ 1 MINUTE AUTO II � CR1,3 CR2 TR — � • PROVIDE ONIOFFIAUTO 3 TOGGLE SWITCH.PHOTOCELL WALL-MOUNTED OUTDOOR TR1-1 SHALL CONTROL LIGHTS IN PHOTOCELL y e R _"LOUVER FAIL AUTO POSITION. 4 Z TO OPEN' < ! I DIAGRAM 5: OUTDOOR BUILDING LIGHTING CIRCUIT GROUNDI ROD DETAIL c - CR1-4 TR1-2 r I I I I I I RTU LOUVERS OPEN LOUVER FAIL TO OPEN x DIAGRAM 4:VENTILATION CONTROL PANEL, I'VCP" SCALE:SHOWN a r z auxMearut scue xr,e.� aV MEA4UflES 2' mht SNF E06 1 21 jle3l 5'-0 NEMA 1 SS ENCLOSURE,20" y �! DEEP. ! „`% INTRUSION SWITCH.MOUNT PER MANUFACTURER'S p� RECOMMENDATIONS. KEY LOCK HANDLE NATIVE MATERIAL COMPACTED TO RED ELECTRICAL WARNING r 95%PER ASTM D1557 OR AS TAPE CENTERED OVER REQUIRED PER PLAN EACH CONDUIT IN TRENCH FINISH SURFACE PER PLAN COLOR MATCH TO j (TYP) BUILDING DOORS } _r �+• -0" STUD MOUNTED SS GRATING F ON FRONT AND SIDES OF - + EXTERIOR PANEL ENCLOSURE. SECURE TO CONCRETE PAD COVER OVER WITH 112"SST CONCRETE HIGHEST CONDUIT ` ANCHORS,TYP.EMBED 3"MIN. I - IN TRENCH I V'- + SAND BEDDING MATERIAL n m N z,, ELECTRICAL CONDUIT NUMBER INIMUM DEPTH BELOW 4"(TYP.) 2"CLR MCONDUOI BOTTMINOSTALLED IN ', MAINTAIN 12 SPACT SIZE VARY AS PER SNG B ITE LTWEENND TRENCH TELEMETRY CONDUITS AND OTHER CONDUITS. ir I TYPICAL ELECTRICAL TRENCH DETAIL 45 @ 12"O.C,EW, , ', s NATIVE OF STRUCTURAL CENTER IN SLAB r r l , i FILL COMPACTED TO 95% MAX DRY DENSITY PER NOTE:BURY DEPTH OF CONDUIT AND HORIZONTAL SPACING SHALL 6"MIN CRUSHED BAS MODIFIED PROCTOR BE CONFIRMED WITH SERVING UTILITY BEFORE CONSTRUCTION. BUILDING INTRUSION SWITCH DETAIL o COURSE COMPACTED TO � - FIRM AND UNYIELDING EXTERIOR JUNCTION BOX ENCLOSURE UNDISTURBED NATIVE SOIL Ooor — CONDITION. ELEVATION DETAIL z J cc cr W aN 0 LL z J INSTRUMENTATION AND O O V POWER TERMINAL BLOCKS, CONTROL TERMINAL TYPICAL AS REQUIRED. BLOCKS,TYPICAL AS PROPOSED TERMINAL REQUIRED. BLOCK WITHIN JUNCTION V BOX ENCLOSURE .., '+ POWER JUNCTION BOX. 2'-0"— — 7-T INSTRUMENTATION AND ROOF TRUSSES ITYPI VJ CONTROL JUNCTION BOY. GALVANM C-CHANNEL OFFSET ` NEMA 4X SS ENCLOSURE, F• BRACKET.SECURE CONDUIT TO W 12"DEEP.SECURE TO '1\ !� NEMA 4X SS ENCLOSURE, FIELD WIRE BRACKET. EXTERIOR PANEL. 'i= ==z 12"DEEP.SECURE TO CONNECTIONS GRC CONDUIT(TYPICAL).CONDUIT �• EXTERIOR PANEL LENGTH AS CABLE, SHALL BE NEATLY AND EQUALLY • ,A.G y� 7-T 7-0" NECESSARY TO REACH I SPACED.CONDUIT SHALL BE o y'r" I PARALLEL WITH WALLS. FITTING,TYPICAL SEE i GROMMETED CABLE TERMINAL BLOCK I I rw` DETAIL THIS SHEET. f \ FITTING,TYPICAL SEE GROMMETED CABLE i DETAIL THIS SHEET. - TYPICAL WALL-MOUNTED ENCLOSURE POWER CABLE WITH CONDUCTORS INSIDE _ OVERALL JACKET TERMINATION (MANUFACTURER CABLE) BOX ENCLOSURE o 1.)SIZE AND NUMBER OF CONDUIT VARIES SEAL,TYP. 2.)THIS DETAIL TYPICAL 111�LL C FOR ALL SURFACE Ly LJ CORD GRIP(CGB),SIZE MOUNTED CONDUIT. Q TO CABLE DIAMETER rFLOOR(TYP) CABLE FROM WET WELL(TYP.) < o y z 1 =o SURFACE MOUNTED CONDUIT DETAIL N INOT TO SCALE ry I; TO WET WELL I 1 TO WET WELL PERMANENT WIRING FROM TO"MCC" TO"RTU• PERMANENT WIRING FROM a o N "MCC"(WITH PERMANENT "RTU"(WITH PERMANENT CABLE TRANSITION DETAIL (TYPICAL) a EXPLOSION-PROOF SEAL EXPLOSION-PROOF SEAL FITTING) FITTING) r INTERIOR JUNCTION BOX ENCLOSURE ¢ ELEVATION DETAIL SCALE:SHOWN NOT TO SCALE r 7 OHAWIW IS FULL SCALE WHEN BARAlx9Bow E09 22 31 .a ACCESS HATCH S.S.1"X3'EYEBOLTS,S.S. SPRING TYPECARABINER.USE SST UNISTRUT,SPAN S.S.TO SUPPORT CABLES. ACROSS AVAILABLE SPACE 318"0 SST EYE BOLT,NUT, IN WETWELL.MOUNT TO AND ANCHOR 4-HOLE SST"L"BRACKET. SST CARABINER SIZED TO - , FIT LIFTING CABLE * PROVIDE CABLE SLACK TO • ' r ALLOW FLOAT ELEVATION s- CHANGE OF 1',TYP. ALL RACEWAYS SHALL z SLOPE TOWARDS WET v n Z �•`. .. WELL AT 5 DEGREES. < ,I .•a �+. ANTENNA FEED LINE OMNIDIRECTIONAL RADIO ANTENNA, ' PROVIDE STRAIN RELIEF.TYP. - $ TO BE INSTALLED PER 6"DIA.SCH BO PVC PIPE. INSTALL CONDUIT MANUFACTURER'S BUSHING AND RECOMMENDATIONS USING STAINLESS STEEL � CABLE WEIGHT,TYP. LB CONDUIT BODY WITH MANUFACTURER'S BRACKET. SECURE TO WALL WITH CABLE HANGER,TYP. FLOAT SWITCH SHALL BE CORD GRIP BUSHING STAINLESS STEEL CLAMPS Z POWERED BY INTRINSICALLY AT 36"OC. SAFE RELAY PER ANSIIUL 913. 0 118"DIA SS CABLE FOR TRANSDUCER O SUSPENSION.PROVIDE AND INSTALL PER J MANUFACTURER'S RECOMMENDATIONS. (n 1',"GALVANIZED RIGID ` J STEEL x 12"LONG Z Q •�I TRANSDUCERLu MALLEABLE IRON OR STEEL CABLE W 2"RIGID GALVANIZED STEEL. REDUCER Q HEIGHT OF OVERALL ANTENNA TO Q (� BE DETERMINED BY ANTENNA FLASHING 0 z J MANUFACTURER. •• Q "U"CLAMP GRS CONDUIT TO ' NOTE:COORDINATE ALL WET WELL W PROPOSED TO . CONDUIT PENETRATIONS WITH CONDUIT'T"FITTING 'M-CP. :o WET WELL LINER MANUFACTURER AND INSTALLER. f EXTERIOR CMU WALL "U"CLAMP;FASTEN TO CMU WALL AND PROVIDE BLOCKING AS REQUIRED #6 BARE COPPER GROUND TO GROUNDING SYSTEM. G4�I $ o BLOCKING ti BUILDING j 1"DIA.TYPE 316 SS PIPE ANTENNA INSTALLATION DETAIL , cn o LEVEL TRANSDUCER R o 2" ► • 1. 45"BEVEL-CUT BOTTOM OF PIPE STARTING AT CENTERLINE x ` g WET WELL TRANSDUCER AND FLOAT SWITCH DETAIL SCALE.SHOWN NOT TO SCALE s r r ow."aaAurxtwsr eMw4wor E10 1 23 �1 PROVIDE FLASHING AS SUPER CRITICAL GRADE SLIM LINE EXHAUST SILENCER WITH 2- REPROVED TO SEAL VENT THERMAL PACKING BY GT EXHAUST OR EQUAL SIZE AND TYPE MOTOR CONTROL TELEMETRY PANEL,"RTU' ROOF PENETRATIONS SHALL MEET APPROVAL OF ENGINE GENERATOR MANUFACTURER MAIN SERVICE CENTER,"MCC" AND THE NOISE CRITERIA LISTED IN THE SPECIFICATIONS,PROVIDE ? DISCONNECT STAINLESS STEEL TAP AND BRASS BALL VALVE AT LOY!SPOT IN Wlp ITH PIPE SUPPORTS STTEMDENShT10N.PROVIDE ALL EXHAUST UTILITY VENTILATION CONTROL cp METER PANEL,'VCP" 9'CLR.MIN PROVIDE VENTING . I STAINLESS STEELCAUTION SIGN SECURED CUSTOM DUCT DOOR (NP.OF 3)FOR STANDBY ,� EXHAUST PIPE,TYP TO EG SET.SEE DETAIL AND BELLOWS GENERATOR SUB BASE FUEL TANK.PROVIDE THIS SHEET. FLAME ARRESTERS AND RAIN CAPS ON ALL N I VENTS VENTS SHALL TERMINATE MIN. EG EXHAUST FAN AND III GAUGE FLEXIBLE . . EG EXHAUST SHEET METAL ADAPTER(BELLOWS).BOLT EG CONTROL PANEL FAN ABOVE GRADE AND MIN 5 FROM ANY BUILDING FLEXIBLE ADAPTER TO THE METAL LIP OF THE AND CIRCUIT T-0" OPENING.SECURE AND BRACE VENTS AS EG EXHAUST FLEXIBLE EXHAUST EXHAUST FAN USING 114'BOLTS. BREAKERS NECESSARY FOR WIND AND STRUCTURAL LOAD. LOUVER BELLOWS BY GT ROUTE VENTS TO CONFLICT WITH EXHAUST OR EQUAL u nnn 2 STRUCTURAL MEMBERS OF BUILDING. a e �We DOOR %• zzz i 10 Tly� EG EXHAUST LOUVER a g GENERATOR BATTERY z STANDBY GENERATOR CHARGER TT14ICK HINGED.GALVANIZED STEEL PLATE ACCESS DOOR Z Q WITH RUBBER GASKET AND O N HANDLE FOR ACCESS TO F- ,J J ! ` THE LOUVER ACTUATOR ` APPROVED FOR CONSTRUCTION « .. .<„ CUSTOM DUCT AND Z Q LEVEL BELLOWS J TRANSMITTER AUTOMATIC EG INTAKE LOUVER MISSION CONTROL PANEL LLB W MOUNTED TRANSFSWITCH, JAMESX.NELLY,PE ENGINE GENERATOR-SIDE ELEVATION STAINLESSSTEELPITCHEDVENTILATED a N cc BENEATH'ATS PUBLIC WORKS DIRECTOR ROOF THIMBLE ASSEMBLY WITH RAIN ENGINE GENERATOR- PLAN CITY OFARLINGTON GUARD.GT EXHAUST OR EQUAL. O ® O STAINLESS STEEL RAIN CAP WITH DATE APPROVED STAINLESS STEEL MOUNTING Q PROVIDE ALL NECESSARY FLASHING,TRIM AND CAULKING HARDWARE,GT EXHAUST OR EQUAL, _ AT ROOF PENETRATION. (,� W BLOCK LETTERING SEE MOUNTING DETAIL ON STRUCTURAL I T W TYPICAL BOTH SIDES 3"HIGH WHITE BLOCK LETTERING 1 ROOF OUTLINE . DRAWINGS FOR EXHAUST PIPE SUPPORT OF SIGN. CONNECTION TO ROOF TRUSSES. ` 2"HIGH WHITE BLOCK CAUTION' LETTERING. ; r� _ ' I 20 GAUGE SHEET METAL DUCT.FORM THE FLEXIBLE SHEET METAL ADAPTER TO THE DISCHARGE - - = ACOUSTICAL LOUVER.BOLT TO LOUVER AROUND PERIMETER OF DUCT USING 114'DOLTS.SECURE TO - - - RED FIBERGLASS SIGN. FLEXIBLE ADAPTER USING SHEET METAL SCREWS. SIZE TO CAUTION SIGN DETAIL LETTER ALL o LETTERING. 11 - 0 ELECTRICAL NOTES 1.ALL PIPE PENETRATIONS SHALL BE GROUTED WITH NON-SHRINK GROUT UNLESS NOTED 1 0 OTHERWISE. l m 2.ALL EXHAUST PIPING SHALL BE STAINLESS STEEL.SILENCER SHALL BE STAINLESS STEEL. _ _ w Z SIZE AS RECOMMENDED BY ENGINE MANUFACTURER. O_ a N 3.ALL STAINLESS STEEL USED IN GENERATOR ROOM SHALL BE TYPE 304. W R LL L 4.OONMCTOR SHALL MAINTAIN 9"OF CLEARANCE BETWEEN THE CEILING AND THE ALUMINUM JACKET AROUND THE EG EXHAUST. S.STAINLESS STEEL EXHAUST PIPE,SIZE AS RECOMMENDED BY ENGINE MANUFACTURER AND SUB BASE FUEL TANK TO MAINTAIN EXHAUST GAS VELOCITY OF 225 FEET PER SECOND OR LESS,PROVIDE 1' - FIBERGLASS EXHAUST INSULATION BLANKET.BLANKET SHALL BE RATED TO WITHSTAND A H I � � MINIMUM TEMPERATURE OF 1200'F-WRAP ENTIRE INTERIOR EXHAUST PIPING(INCLUDING BELLOWS)WITH INSULATION BLANKET;DO NOT WRAP SILENCER.PROVIDE EXHAUST WITH PIPE 'l SUPPORT SYSTEM. - 6.GENERATOR EXHAUST SYSTEM SHALL BE DESIGNED WITH EXPANSION JOINTS AS NOT ALL EQUIPMENT d NECESSARY TO PROVIDE FOR THERMAL EXPANSION. SHOWN THIS VIEW FOR CLARITY7. SCALE:SHOYIM EAR OVIDE TWOMUFFS SHALL SETS LBERA ED27DHEARINGPROTECTION RORGREATERMUFFS WITH OUNTBRACKET -VABODBRACKED ENGINE GENERATOR-OBLIQUE EAR RTOIN INTERIOR RATED2NGB RACKET HALL BE CONSTRUCTED ENGINE GENERATOR - FRONT ELEVATION p FLOOR TO INTERIOR OF BUILDING.BRACKET SHALL BE CONSTRUCTED FROM ALUMINUM OR Da"wff uwAIEWNEN STAINLESS STEEL aAuacA*a" Ell 24 I/1 r POWER CONDUIT AHD CONDUCTOR SCHEDULE r CONTROL AND CONDUCTOR SCHEDULE It tit I r I it - 1 -II -- II it F n Nbp Z hn Orr'- u yz 15- _ it z�u w,y wry rsm= 'hn It 1 1- h _ _ I Ik.is - _ _ r. 11 _ _h I _ Id Il h z O ELECTRICAL EQUIPMENT SCHEDULE - _ _ O W -- - - INSTRUMENTATION CONDUIT AND CONDUCTOR SCHEDULE F- J J ilh I. Ir =_I= II h• I "1 J W W • -11 1 - I I F- -_ - _ _ 1/i� II F - I - I f• _: t F_. 1, 1, _ yl . 1 : 1: '1- _--11- .I LL Z V/ II F M_ IF W h--u L r - t- 1► • .1 1 I ::I I I: h - - � - - _ HEATER SCHEDULE — J I' h - -- r. _ - uh - -- _ _ - - W :'- 1-1 a - •1 I 1 I F I 1 =i • _ - - PANEL SCHEDULE L $ o � H 1 4 1 ' LIGHTING FIXTURE SCHEDULE !- 1 - 1 1 - 1 r i 1 _ _ - • - C ICI .: I _ c O I� _ 1. 1 u I _ r H - • - _ _ a � W o a a SCALE:SHOWN v r >• 0411W10 S�ttlmllE�M svrt E12 1 25 NEMA TYPE 12 ENCLOSURE. _ 3'-0'MAX �► 12"DEEP. LIFT STATION 2 TELEMETRY PANEL NAMEPLATE us nme z,- " OPERATOR INTERFACE SCREEN.INSTALL �F Wx CENTERLINE OF SCREEN 5'-0' ■r x i {' ABOVE FINISHED FLOOR. . u," 3 2•u w«�' W N =V I z O Za O � OPERATOR IN TROUBLE J PUSHBUTTON.INSTALL TOP OF DEVICE 4'-0"ABOVE Z = 0 FINISHED FLOOR. J LLI KEY LOCK HANDLE Q N J ALARM LIGHT LL Z W 02 Z 4'-0"MIN. ~ Q ALARM RESET INTRUSION DISABLE ~ d PUSHBUTTON SWITCH.DO NOT LABEL. U H LL J COMBINATION ETHERNET PORTIRECEPTACLE 0 $ o � W O c w y WARNING LABEL Q G wu wNc I a wr In 9 o € � s RTU PANEL EXTERIOR LAYOUT SCALE:SHOWN OHAWMG IS FULL SCALE WHEN W WA UM SMEft NO. E13 26 31 120P 120 VAC 1PH 60HZ 120N �,�° FROM PANEL"L" GND 20A MODEL NO.1769-L240ER-OBFCIB L1 L LINE SURGE N N1 L2 L PROTECTOR N N2 � W a 2CB V 0 to> 0 L3 PFCR N3- to)x O m O O z 0 2 Q 2 a r2 0 •► Owe �� �M � m J O W L I IL n ^ • 3CB L4 DOOR SWITCH N4- V O z O z O e a a i' LIGHTS Q 2 O O _ IL ch az az .. iR O n �w C~9 In F w X rc= . _ _ 4CB COMBINATION ETHERNET V 00 0 O a z ? 3 • LS PORTIRECEPTACLE.GRACE PORT N5_ F H 0 . - i r 1 IL z u m m fa0 a P-R2-K4RF0.LOCATED ON RTU. m 5CB L6 SPARE N6_ N z 0 6CB 0 L7 POWER SUPPLY N7 Z F 24VDC CAT 5E ETHERNET CABLE O < V 0 — Z 7CB DPFCR - ETHERNET SWITCH Z Q � •-- — J w N +DC IN 21VDC DC IN " LL z SDU10-24 04 V PS BATTERY 24P MODULE 24N CAT SE ETHERNET CABLE O O Z a DC OUT OC OUT' a COMBINATION ~ Q c 1 BCB 24P1 DC IN POWER SUPPLY DC IN - ETHERNET C� 11-- +DC OUT 24VDC TO 24VDC DC OUT PORT/RECEPTACLE LL ui 9CB ' CAT SE ETHERNET CABLE J • COMPACTLOGIX PLC • d 10CB ETHERNETSWITCH 11CB OPERATORINTERFACE POWER MONITOR 12CB (LOCATED IN MOTOR 241`2 FLOW METER TRANSMITTER(INSTALLED INSIDE RTU) CAT 5E ETHERNET CABLE • CAT 5E ETHERNET CABLE CONTROL CENTER) 13CB RESET 24P3 • i `O—� SMOKE ALARM 14CB CAT 5E ETHERNET CABLE 24P4 _ — _ DISCRETE INPUTS " 15CB 24P5 DISCRETE OUTPUTS 16CB 4 24P6 ANALOGINPUTS w W 17CB 24P7 PUMP NO. VFD PUMP NO.2 VFD 0 ANALOG OUTPUTS OPERATOR INTERFACE (LOCATED IN MOTOR (LOCATED IN MOTOR a � y • 1BCB 24P6 BACKUP FLOAT CONTROL CONTROL CENTER) CONTROL CENTER) 19CB e 24P9 SPARE 20CB • 241`10 SPARE • - a a 3 COMMUNICATIONS LAYOUT g POWER LAYOUT ' ' SCALE:SHOWN o r• DRAWMrSHa SGMEVfi" W MEAMES7 E14 27" 31 ii e I I � I � i = 1 nnn z- I CCU �. _ Wnn Zo :=r �� �E3� 1 = -A z I . %u w i. n N_ I?O I I I Z Z O Q m � I Zcc a a Lu a N Q • I , I rlll, ! LL Z Q Q ° Z in a Z I I J x I I I I � I � _ I I. = - I I • z I I _ I �•t I I � � ¢ �s1 La DIGITAL INPUTS, BASE UNIT DIGITAL INPUTS, SLOT 1 SCALE:SHOWN v r r Ummw is FULL S=E WHEN MRIWMFSr E15 28 31 1 1 1 _PUMP 1 IN HAND o- I PUMP N HAND I U; � • • • FI F � x g 2 2 <f.! •<^ u 3s I.1U wh W • N= 2� 1 Z Z za a W •— � - • . Q N VENTILATION CONTROL PANEL ILL Z C - - - - -I Q O Z I I N D I >R1-2 o I v LL a J a Y � �J p I I I I �—i — • • • � I 1 � I `4 I Z - j o :e 1e • • . I I - —..._ a a x DIGITAL INPUTS, SLOT 2 g SCALE:SHOYYII DIGITAL OUTPUTS,BASE UNIT ,- I I DWKMISRUSCA em�v a*wlu fir E16 29 31 I 1 I w � I I rwn z t u WN � ra wz, Wp • --� — • • • _ SPARE I ( — z r irdkA «� u — • • • SPARE z —1 1 O z a 1- ,_ _ Om Z = za a0 c` a oc u- z 02 VF- N a a _ cc in_ r J p I _ 1 I w y O a � N Q W ANALOG INPUTS, BASE UNIT s � a � � a x � 1 SCALE:SHOWN d r DIGITAL OUTPUTS, SLOT 3 °"^ SM MEMURES 2' 11 = E17 1 30 3t ,a r� r w �h aaA z uWb z< pN n . 2JU W� � aimv f R z z O OF m za a a N O — Q > Oo z ANALOG OUTPUTS, BASE UNIT U J a o g � N 2 0 a N N z Y U x � t SCALE:SHOWN O r 7 OINWMAG IS HILL SALE WHEN E18 31 31 9M0'AOO-d•ZSl 03AOLWV 31VO LLOZ'9L'4ad LIOZI9IR S 1 5 1 1 N 3 1 -1 S awlsIl3-moms 610Z/91/Z 7mvofS 61f1Z1911t mars aW19118 bEN= S 2! 3 N N V 3 N019NI121tl101.110 S S 3 3 N 19 N N :1 Inc N210XMOIlB d N011 nNiS O 801 03A027 dV •N f.e fay p f fe L b O 'S1N3W3A0adW1 d0 N0110NI1SM A11ad-10 10669-SSZ-008-L A00-1003 d0 'ld30 p9A1909U aNV 1N31NI NJIS30 d0 SSOI SI1IdS 11f/1a0d3a 3SIA3 r V NI 1inS3a"w sivmOd aivos"Hu _ ---- -- �' aO 311HM71OW-NOVIS Ni SNVId L L9 TWO 3NO 92 _ AlONIBIMindlnOaNVlndNIOld n1H L£ ! 3S3H1 MINIM 110100 NI a31NIUd va noA 3aOd38 san0H 8b-11VO L0 III SNIHIM1ndinoONVlndNI Old-n1U of !� ! 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'SNOUVOIJ103dS S,N38nlOVIMM Had r 1N3A 3901H Hod SdV9 0N3 3GIAONd'Z 1N3A 39018 90 NOLLVIIVISNI � Z "� � � ,jam� o vt�,.[r� � �i ! 4':� �-��J� �• � �� Ol HOIHd SNOIlVON3WW0O3N WN' I s O •'y' N31SVA 0Ntl3 NSI 00 lV13W 113AO Ntl3d j00N 1V N011031OHd 11V4 1N1SNI 1 :S310N IN3A 390RI ;:o x F'm SlIV13C1 MOddflSNlN3WM03 `09 N01103S aN3 318t1J 30 d01 �>a " Tf z m '=s A _ A __ m w x x iTvm nWO WR11'1NO3 6XL Z OVOI 'P 91005 XVW 9NlllVN OHVOSIIVM ONtl081ivM WnSdA9 1 R` HOd H39031 XZ •' R; dA1'NIIIVN 11080NnOHVHL00WS C1� ' D9I IM 46n NOSMS NI1130 HSINIJ sa qQ w> — H31"MAO MIS HOV3'HOHONV NIWVW V V109Vj HV030.1 WRLL'1NOO XL KV NOSAIS HAM9� ONINOOI8 I 9t�NO01B bXy NV_ Had 316V9 Ol HOVllV"O'0 S31HVA 3003 dlNO NMoo Olol 6Z 1V b3N0011no XZ °' XUW.0 Z IM NIHSVIJ d a3llvN gyp" d}j Ile NIHLV3HSAGON t� �( i 9NIN0018 XZ NVId N3d NOHONV Swu 400N NVId 200b H-7d 3LV'Id d01019NINO010 9NIIIVN W9M" JIG FUNDS TRANSFER AUTHORIZATION Description: Lift Station *2 Upgrade TRANSFER IN BARS# 322.10.00.00 $854.34 Description. Building Permit Fee BARS# 345.83.00.00 555.32 Description: Building Plan Review Fee BARS# 341.43.00.02 $25.00 Description: Processing/Technology Fee " Pir¢ 3 $(0. f)0 . 01. OO . Sa Department Manager Date 21151 Zv 1? TRANSFER OUT BARS# 40(p• .5`14. 35. (o 'S,. (24 Description: L " S4u+i coq lVp yrcale-�— BARS# Description: BARS# Description Total Department Manager Date 16 I Date: 04/06/2026 Permit#: 1330 Perm Date: 02/13/2017 Review Date: 02/13/2017 Perm Type: COM M IRCIAL ALTERATION Review Type: COMM IRCIAL ADDITION Target Date: 02/27/2017 Scheduled Time: 00:00 Com pleted Date: 02/14/2017 Description: Special Inspection required.Provide 1 fire extinguisher, 2-A;10-B:C Type. Review Status: Assigned To: z.Rick Karns Tim eln: 00:00 Time O it: 00:00 H curs: 0.0 Property Information Parcel#: 00769800000600 C ITY OF ARLINGTON CITY OF ARLINGTON 1 54 W COX STREET 7116 204TH STREET NE A RLINGTON, WA98223 Zoning: 671 Executive, Legislative & Judicial FunctionsLot: Block: Permit#: 1330 Permit Date: 02/13/17 Permit Type: COMM HZCIAL ALTERATION Project Nam e Lift Station#2 Applicant Nam a City of Arlington Public W crks Applicant Address: 154 W Cox Avenue Applicant, City, State, Zip: Arlington,WA98223 Contact: Jim Kelly Phone: 360-403-3505 Em al:jkelly@arlingtonwa.gov Scope of Work: Lift Station Valuation: 46000.00 Square Feet: 215 Num ber of Stories: 1 Construction Type: O xupancy G ioup: ID Code: Permit Issued: 08/09/2017 Permit Expires: Form Permit Type: Status: LASERFICHE Assigned To: Launa Black Property Parcel# Address L egal Description O wrier Nam e Caner Phone Zoning CITY OF 671 Executive, 00769800000600 7 116 204TH STREET NE ARLINGTON Legislative& Judicial Functions Contractors Contractor P rim ay Contact P hone A ddress C ontractor Type L icense License# Equity Builders,LLC G eorge Hochstein 3 60-739-3447 P O Box 28940 CONSTRUCTION Labor&Industries EQUITBL987N7 CONTRACTOR Inspections Date I nspection Type D escription S cheduled Date C om lieted Date I nspector S tatus 09/21/2017 C 20.BUILDING First lift bond beam 09/19/2017 B UILDING A pproved FINAL inspected,Note rebar lap on plans to be 54"inspected 24"contractor referred to spec sheet revision.all other bond beam inspections to be by GeoTest. 09/20/2017 C20.BUILDING Slab rebar approved 0 9/14/2017 B UILDING Approved FINAL 09/12/2017 C20.BUILDING Generator pad rebar 09/12/2017 B UILDING Approved FINAL com Bete 09/07/2017 C20.BUILDING Approved FINAL Plan Reviews Date Review Type D escription A ssigned To R eview Status 02/13/2017 COM M IRCIAL BUILDING ADDITION 02/13/2017 COMMIRCIAL Special Inspection required.Provide 1 fire extinguisher,2- z.Rick Karns ADDITION A;10-B:C Type. Fees Fee D escription N otes A m aunt Processing/Technology $25.00 State Surcharge- 1st DU R esidential-1st Unit $4.50 Building Perm i T able 4-1 $854.34 Building Plan Review T able 4-2 $555.32 Total $1,439.16 Attached Letters Date Letter D escription 08/09/2017 Building Perm i Paym ants Date Paid By D escription P aym art Type A ccepted By A m aunt 02/16/2017 Public Wcrks I nterfund#1480 L auna Black $1,439.16 O ttstanding Balance $0.00 Notes Date Note C reated By: 02/15/2017 Need Contractor prior to issuance L auna Black 02/13/2017 Building$36,000+paving$10,000 L auna Black Uploaded Files Date File Nam e 10/11/2017 2692328-1330 9-27-2017 Revised Plans.pdf 09/21/2017 2640771-1330 Issued Perm i.pdf 02/13/2017 2101445-1330 Application.pdf Final Engineer's Construction Cost Estimate CITY OF ARLINGTON 154 W COX AVENUE ARLINGTON,WA 98223 1/26/2017 LS2 Improvements Item Description Quantity Unit Unit Price Amount A.1 Mobilization and Demobilization 1 LS $50,000 $50,000 A.2 Lift Station 2 Improvements 1 LS $600,000 $600,000 A.3 Trench Safety and Shoring 1 LS $22,000 $22,000 A.4 Unscheduled Excavation 75 CY $30 $2,250 A.5 Unscheduled Backfill 150 Ton $20 $3,000 A.6 Miscellaneous Owner Directed Extra Work 1 LS $10,000 $10,000 A.7 Wetwell Concrete Chamfer Demolition 100 1 CF 1 $50 $5,000 A.8 Generator Installation,Testing and Startup 1 LS $13,200 $13,200 A.9 Operation and Maintenance Manuals and On Site Owner Training 1 LS $7,000 $7,000 A.10 lConstruction Records 1 LS $5,000 $5,000 Base Bid $717,450 WSST(9.1%) $65,288 Total $782,738 Item Description Quantity Unit Unit Price Amount B.1 jAdditive Alternate-Diesel Generator,Fuel Tank,ATS and Silencer 1 LS $52,800 $52,800 Alternative Bid $52,800 WSST(9.1%) $4,805 Total $57,605 Total Base Bid and Alternative Bid $840,343 CITY OF ARLINGTON LIFT STATION 2 REHABILITATION SPRING/SUMMER 2017 �LI N GAO PROJECT VICINITY MAP DRAWING INDEX bOOW N ' Sheet Number Sheet Title Dwg No ARLINGTON j w 1 COVER cov - j IIa 2 GENERALNOTESI G01 HWY530 3 EXISTING SITE PLAN AND ALIGNMENT CONTROL P01 t . 4 EXISTING SITE,TESC,DEMOLITION AND BYPASS PLAN P02 ��5 5 SITE PLAN C01 ti 6 SITE DETAILS CO2 7 BUILDING ELEVATIONS S01 ii c y I I 8 BUILDING FLOOR AND ROOF PLAN S02 / 9 STRUCTURAL DETAILS I S03 204TH ST NE 10 STRUCTURAL DETAILS II SO4 y 11 STRUCTURAL DETAILS III S05 PROJECT 12 MECHANICAL PLAN M01 LOCATION -- - - - 13 MECHANICAL DETAILS M02 14 ELECTRICAL LEGEND E01 15 ONE-LINE DIAGRAM E02 W z 16 ELECTRICAL SITE PLAN E03 G S , ----- 17 POWER DISTRIBUTION AND SIGNAL PLAN E04 18 LIGHTING AND RECEPTACLE PLAN E05 F 19 MOTOR CONTROL CENTER DETAILS E06 20 CONTROL LOGIC DIAGRAMS E07 CONTACT PERSONNEL 1 21 ELECT I E0 22 ELECTRICAL DETAILS1I E09 CONTACT AGENCY PHONE 23 ELECTRICAL DETAILS III E10 DAN BURWELL,P.E.(PROJECT MANAGER) RH2 ENGINEERING 425.951.5342 24 GENERATOR DETAILS E11 ORIN PAUL(STAFF ENGINEER) RH2 ENGINEERING 425.951.5303 25 ELECTRICAL SCHEDULES E12 FRED RAPELYEA(WASTEWATER UTILITY SUPERVISOR) CITY OF ARLINGTON 360.403.3540 26 RTU-PANEL LAYOUT E13 JIM KELLY(PUBLIC WORKS DIRECTOR) CITY OF ARLINGTON 360.403.3526 27 RTU-POWER AND COMMUNICATIONS DIAGRAMS E14 DAVID WOOD SNOHOMISH COUNTY PUD NO.1 360.435.7508 JAMES HOBBS CASCADE NATURAL GAS 360.336.3876 28 RTU-PLC INPUT AND OUTPUT WIRING I E15 29 RTU-PLC INPUT AND OUTPUT WIRING II E16 THESE PLANS WERE INTENDED TO BE 30 RTU-PLC INPUT AND OUTPUT WIRING III E17 CALL 48 HOURS BEFORE YOU DIG PRINTED IN COLOR. PRINTING THESE 31 RTU-PLC INPUT AND OUTPUT WIRING IV E18 ONE CALL 811 PLANS IN BLACK-AND-WHITE OR REPORT ALL SPILLS GRAYSCALE FORMATS MAY RESULT IN A Lt DEPT. OF ECOLOGY 1-800-258-5990 LOSS OF DESIGN INTENT AND CLARITY/DISTINCTION OF IMPROVEMENTS. AP ROVED FOR C ST U TION oa "� t a +seti�oaY=.BUhty` �Fg�a*.s89L 9� AMES X.KELLY,P 5133¢£l F Qas z l R cas gro R cza a l up BLIC WORKS DIREC R BSI ,sue �oxALA� c Saa£ 3 a£ OVAL I i F.�' "ICNAL �IQVAL E N G I N E E R S CITY OF ARLINGTON P L A N N E R S SIGNED: 1/26/2017 SIGNED: 1/26/2017 SIGNED: 1/26/2017 SIGNED: 1/26/2017 S C I E N T I S T S 1/26/2017 Jan.27,2017 DATEAPPROVED LS2-P-COV.DWG LEGEND GENERAL NOTES SEWER GENERAL NOTES ,a EXISTING LEGEND PROPOSED LEGEND 1. ALL WORKMANSHIP,CONSTRUCTION AND MATERIALS SHALL BE PERFORMED OR SUPPLIED IN ACCORDANCE WITH THESE SPECIAL 1. SEE SPECIFICATION APPENDICES FOR CITY SEWER GENERAL NOTES(CH.5) ?{ SURVEY CONTROL POINT DEMOLITION LEGEND PROVISIONS,PLANS,CITY OF ARLINGTON(CITY)STANDARD DETAILS,AND THE WSDOT STANDARD SPECIFICATIONS FOR ROAD, w BRIDGE,AND MUNICIPAL CONSTRUCTION,2014 EDITION,AS ISSUED BY THE WASHINGTON STATE DEPARTMENT OF 2. WHEN EXCAVATION OF ROCK IS ENCOUNTERED,ALL ROCK SHALL BE REMOVED TO PROVIDE A CLEARANCE BELOW,ON EACH RIGHT-OF-WAY CENTERLINE --------- SAWCUT LINE TRANSPORTATION AND THE AMERICAN PUBLIC WORKS ASSOCIATION,WHICH IS HEREINAFTER REFERRED TO AS THE STANDARD SIDE OF ALL PIPE,AND FITTINGS OF AT LEAST 6 INCHES FOR PIPE SIZES 24 INCHES OR SMALLER.MATERIAL REMOVED SHALL SPECIFICATIONS. BE REPLACED WITH APPROPRIATE BACKFILL MATERIAL,WHICH SHALL BE COMPACTED TO 95%STANDARD PROCTOR. RIGHT-OF-WAY ASPHALT REMOVAL EASEMENT CONCRETE REMOVAL 2. THE CONTRACTOR SHALL CONTACT THE CITY'S PUBLIC WORKS DEPARTMENT(360.403.3500)TO SCHEDULE A PRE-CONSTRUCTION 3. EXISTING SEWER LINES TO BE ABANDONED SHALL BE REMOVED OR FILLED COMPLETELY WITH SAND,CONCRETE OR CONFERENCE AFTER PLANS ARE APPROVED AND BEFORE STAKING AND CONSTRUCTION START.THE CONFERENCE SHALL CONTROLLED DENSITY FILL.AT THE MANHOLE CONNECTION,WHERE EXISTING SEWER MAIN IS TO BE ABANDONED,THE yD PROPERTY LINES VEGETATION REMOVAL AREA INCLUDE THE CONTRACTOR,REPRESENTATIVES FROM THE PERMIT AGENCIES,OTHER UTILITY COMPANIES,AND CITY STAFF. MANHOLE SHALL BE RECHANNELED WITH 4,000 PSI CEMENT CONCRETE. q ARRANGE A MEETING A MINIMUM OF 48 HOURS PRIOR TO COMMENCING CONSTRUCTION. SURVEY SECTION LINE INLET PROTECTION o o I e 3. STAKING SHALL BE PERFORMED BY OR UNDER THE DIRECT SUPERVISION OF THE CONTRACTOR'S LAND SURVEYOR LICENSED INy� s mam ROAD CENTERLINE — — SILT FENCE THE STATE OF WASHINGTON.PROVIDE THE CITY WITH TWO(2)BUSINESS DAYS NOTICE TO INSPECT CONSTRUCTION STAKING �tb BB WATER METER UTILITY REMOVAL LIMITS BEFORE CONSTRUCTION BEGINS. ® WATER LOCATION PAINT — — — CONSTRUCTION LIMITS 4. THE EXISTING TOPOGRAPHIC AND PHYSICAL FEATURES SHOWN ON THESE PLANS ARE BASED ON A FIELD SURVEY BY METRON SURVEY NOTES WATER VALVE AND ASSOCIATES,(SEE SURVEY NOTES),RECORD DRAWINGS,AND FIELD RECONNAISSANCE BY RH2 ENGINEERING. c ti oa rn m m zo DATA FOR THIS SURVEY HAS BEEN GATHERED THROUGH FIELD OBSERVATIONS,BY METRON AND ASSOCIATES IN FEBRUARY 2016 rc rc w WATER LINE SITE LEGEND 5. THE LOCATIONS AND ELEVATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE.THE w w" z a CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO COMMENCING WORK TO AVOID 170 MAJOR CONTOUR HORIZONTAL DATUM: z z w ® CATCH BASIN DAMAGE OR DISTURBANCE,AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE CAUSED BY NAD 83191,WASHINGTON STATE PLANE,NORTH ZONE. 171 MINOR CONTOUR THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ALL UNDERGROUND UTILITIES.IT IS UNDERSTOOD THAT w<- i a o sr STORM LINE . z u wr z a OTHER ABOVE GROUND AND UNDERGROUND FACILITIES NOT SHOWN ON THE PLANS MAY BE ENCOUNTERED DURING THE COURSE VERTICAL DATUM: w a m N 3 g oS SEWER MANHOLE CUT CUT LIMITS OF THE WORK. NAVD 88 m ss SANITARY SEWER LINE FILL FILL LIMITS 6. THE CONTRACTOR SHALL PROTECT IN PLACE BUILDINGS,FENCES,APPURTENANCES,ABOVE GROUND UTILITIES,AND OTHER UNDERGROUND UTILITY NOTE: PROPERTY ADJACENT TO ALL CONSTRUCTION AREAS.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR REPAIRING ALL sskn SANITARY SEWER FORCE MAIN LINE �' SIGN TO BE RELOCATED UNDERGROUND UTILITY LOCATIONS FOR STORM,SEWER AND WATER,AS SHOWN HEREON,ARE BASED UPON THE AS-BUILT LOCATIONS DAMAGE CAUSED BY CONSTRUCTION ACTIVITIES. OF UTILITY STRUCTURES,CITY OF ARLINGTON UTILITY AS-BUILT MAPS,CITY GIS MAPS AND UTILITY LOCATE PAINT MARKS. ® IRRIGATION BOX ELECTRICAL CONDUIT Z m JUNCTION BOX 7. IN ACCORDANCE WITH THE DEPARTMENT OF ECOLOGY AIR QUALITY STANDARDS,THE CONTRACTOR SHALL BE RESPONSIBLE FOR UNDERGROUND UTILITY LOCATIONS FOR ELECTRIC SERVICE,TELEPHONE,TV CABLE AND GAS ARE BASED ON UTILITY STRUCTURES, O ERR IRRIGATION LINE CONTROLLING ALL FUGITIVE DUST THAT MAY BE GENERATED BY THE CONSTRUCTION PROJECT. UTILITY SERVICE MAPS AND"CALL 811 BEFORE YOU DIG"UTILITY LOCATE PAINT MARKS. Z H m COMMUNICATION BOX STORM PIPE 8. THE CONTRACTOR SHALL CONTAIN WORK TO WITHIN RIGHT-OF-WAYAND THE CONSTRUCTION LIMITS AS ILLUSTRATED IN THE 0 H THE USE OF THIS MAP FOR THE PRECISE LOCATION OF THE UTILITY LINES IS NOT WARRANTED OR GUARANTEED. ® ELECTRIC BOX WATER SERVICE PLANS. I-_ J ® POWER METER SIDEWALK 9. SEE TECHNICAL SPECIFICATIONS FOR FURTHER INFORMATION REGARDING PERMITS. RCW 19.122 REQUIRES 48 HOUR NOTIFICATION PRIOR TO UNDERGROUND CONSTRUCTION ACTIVITY.CONTACT"CALL BEFORE YOU DIG" m N UTILITY LOCATE SERVICE AT 811. Z Q o COMMUNICATION LOCATION PAINT CONCRETE CURB AND GUTTER J = Lu 10. ONSITE EROSION CONTROL MEASURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND BE IN PLACE PRIOR TO w J -C UTILITY POLE WITH STREET LIGHT DRIVEWAY RAMP AREA 8%SLOPE CONSTRUCTION.ANY PROBLEMS OCCURRING BEFORE FINAL ACCEPTANCE BY THE CITY SHALL BE CORRECTED BY THE IIr O PERVIOUS ASPHALT CONTRACTOR. UPON FINAL ACCEPTANCE BY THE CITY,OR AS OTHERWISE DIRECTED BY THE ENGINEER,THE CONTRACTOR a N Z UTILITY POLE SHALL REMOVE ALL TEMPORARY,NON-DEGRADABLE EROSION CONTROL MEASURES. �- Z OHR OVERHEAD POWER LINE ASPHALT J 11. ANY REVISIONS TO PLANS MUST BE MADE BY THE ENGINEER AND APPROVED BY THE CITY PRIOR TO ANY IMPLEMENTATION IN THE Q 2 Q r COMMUNICATION LINE FIELD. ` MM /- I.V c SEWER LEGEND NATURAL GAS LINE 12. ALL PAVEMENT MARKINGS,SIGNING AND TRAFFIC CONTROL AS REQUIRED BY THE CONSTRUCTION SHALL CONFORM TO THE W V y Z SEWER GRAVITY REQUIREMENTS OF THE MUTCD. DECIDUOUS TREE Lu POST MOUNTED SIGN SEWER FORCEMAIN 13. A COPY OF THE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. �h - J BUILDING EDGE ) SEWER MANHOLE 14. WHERE NEWLY CONSTRUCTED PAVING MEETS EXISTING PAVING,THE CONTRACTOR SHALL SAW CUT TO PROVIDE A SMOOTH TRANSITION FROM EXISTING TO PROPOSED PAVING.APPLICATION OF A THIN TACK COAT OF EMULSIFIED ASPHALT SHALL BE ---- ----- BUILDING DOORS APPLIED TO INSURE PROPER BONDING. ROAD MARKINGS o M 15. THE COMPLETED SURFACE OF ALL COURSES SHALL BE OF UNIFORM TEXTURE,SMOOTH,UNIFORM AS TO CROWN AND GRADE, CURB AND FREE FROM DEFECTS OF ALL KINDS.THE COMPLETED SURFACE OF THE WEARING COURSE SHALL NOT VARY MORE THAN 1/8 r z INCH FROM THE LOWER EDGE OF A 10-FOOT STRAIGHTEDGE PLACED ON THE SURFACE PARALLEL TO THE CENTERLINE.THE % �v — SIDEWALK AND DRIVEWAY CONCRETE TRANSVERSE SLOPE OF THE COMPLETED SURFACE OF THE WEARING COURSE SHALL VARY NOT MORE THAN 1/4 INCH IN 10-FEET a — ROADWAY ASPHALT FROM THE RATE OF TRANSVERSE SLOPE SHOWN ON THE PLANS. iu 16. MATERIALS SAMPLING AND TESTING SHALL BE AT A FREQUENCY AND MAGNITUDE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS OR DETERMINED BY THE ENGINEER.A PRIVATE AND INDEPENDENT TESTING LABORATORY SHALL PERFORM TESTING AND SAMPLING.CERTIFIED TEST REPORTS SHALL BE FURNISHED FOR ALL TESTS PERFORMED BY PRIVATE TESTING ABBREVIATIONS CONTRACTORS.THE CITY WILL BE RESPONSIBLE FOR ACCEPTANCE TESTING.IF TESTS FAIL,RETESTS SHALL BE PAID FOR BY THE 9 o CB CATCH BASIN HMA HOT MIXED ASPHALT RPBPA REDUCED PRESSURE CONIC CONCRETE L LEFT BACKFLOW PREVENTION SECTION AND DETAIL REFERENCES CL CENTERLINE LF LINEAR FEET ASSEMBLY CPEP CORRUGATED POLYETHYLENE MH MANHOLE SPECS SPECIFICATIONS > y CSBC CRUSHED SURFACING BASE COURSE MUTCD MANUAL ON UNIFORM TRAFFIC SS SANITARY SEWER Z CSTC CRUSHED SURFACING TOP COURSE CONTROL DEVICES SSFM SANITARY SEWER FORCE THE FOLLOWING CONVENTIONS HAVE BEEN USED WITHIN THESE DRAWINGS TO REFER THE READER BETWEEN THE SECTION/DETAIL AND 0 DIAM DIAMETER N NORTHING MAIN THE PLAN FROM WHICH IT IS REFERENCED. DI DUCTILE IRON OSHA OCCUPATIONAL SAFETY AND HEALTH SSMH SANITARY SEWER MANHOLE REFERENCE BUBBLES j o DWG DRAWING ADMINISTRATION ST STORM LL ¢ E EASTING PE POLYETHYLENE STA STATION LINE X PLAN REFERENCE BUBBLE-REFERS READER BACK TO THE PLAN FROM WHICH THE DETAIL OR SECTION ORIGINATED. 0 xooO ELEV ELEVATION PROP PROPOSED BY SQUARE YARDS ��A 0 EOP EDGE OF PAVEMENT PVC POLYVINYL CHLORIDE TV TELEVISION DETAILISECTION REFERENCE BUBBLE-REFERS READER TO THE DRAWING ON WHICH THE DETAIL OR SECTION IS e EX EXISTING R RIGHT TYP TYPICAL X000 LOCATED. FRP FIBRE-REINFORCED PLASTIC RCW REVISED CODE OF W WATER _ G GAS WASHINGTON WISHA WASHINGTON INDUSTRIAL S WHERE, ID=SECTIONIDETAILREFERENCE NUMBER � 5 GIS GEOGRAPHIC INFORMATION SYSTEM ROW RIGHT-OF-WAY SAFETY AND HEALTH ACT qp=DRAWING NUMBER ON WHICH DETAIL ORIGINATED OR RESIDES. 0 0 o f � g SCALE:SHOWN o. 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG No.: SHEET NO.: G01 2 31 POWER POLE WITH LIGHT �. 3-TRANSFORMERS CB TYPE 1 pw a4:R CONTROL POINT-CENTER OF CONTROL POINT#1133 RE=119.47 MANHOLE LID14 8"SPIKE 1'NORTH IF IN: 1187 8"PVC S " ELEV:119.46 OF BACK OF WALK WITH OUT: 114.1E 8"PVC W va cy POWER POLE N:433405.51' ELEV:120.09' WITH OIL WATER SEPARATOR I eP z 2-2"DROPS ° E:1323138.38' N:433447.8259' 1-4"DROP VALVE E:1323165.4114' RE: 119.61 y onv onv CB TYPE 1 °HP onv NUT DEPTH:-4.00 ® onv onv onv onR O`v SIGN"BUS STOP" on onv on o nv v onv onv ON _ o t p� RE:118.82 IF IN: 114.37 8"PVC S CONCRETE SIDEWALK IE IN: 113.75 8"PVC E ° ,. .. _ .-- ', a a IF OUT 1114.3 8"PVC W COMM LINE SIGN END CENTER LANE" SECTION LINE 204TH STREET NE 1.5'WIDE CENTER OF RIGHT OF WAY " EAST AND WEST PIPES Y 8 HAVE OIL WATER SEPARATOR — VALVE _ _ jta ¢P m — — — — RE: 120.27_ NUT DEPTH:-1.80 w CONCRETE CURB AND GUTTER - — — — — CB TYPE 1 SMH 48"CONCRETE e-vvc ss a-Rvc ss ss(TYPICAL) RE:119.65 RE:120.28 m 00 9 g SMH N0. 37 48'CON119.1 - �� e'Rvc ss IS IN: 12"PVC N,15"PVC E "'YYY_ a a'avc ss e'vvc ss IE OUT: 117.0E 8' PVC N 1 m RE:119.17 CB TYPE 1 �s•'ss - "-s"ss 30'ROW IF OUT 15"PVC W w w_ ?g SITE PHOTO RE:119.0E CONCRETE SIDEWALK s �s'ss IF CENTER 0 CHANNEL.107.28 Zm IF IN: 8' PVC N,S,W .. DRIV AY 's pI z z z w^ "F IE OUT: 8"PVC E IF OUT 116.04'8"PVC N — - ' Ilion c —y — — 15"PVC SEWER — —s-J� -+ FLOWS WEST -Z w IS CENTER OF CHANNEL: 106.49 — — — — — — — _ _ a- Z 1� FLOWS EAST SIGN"BUS STOP° IRR •I — — — — — — _ . Z O w£ n S SIGN"BEGIN CENTER LANE" w a m = SRPS rc�m� 20'WIDE VEGETATION BUFFER VERINET 16"DIA AFN 8901175002 CAB CABINET �RNO G{•, UTILITY VAULT — W GVyPSS S(LPc,S z z Z W 8"SEWER FORCE MAIN Q PAINTED LocntloN) LOT 6 z z a w I O � Q PHASE 1, F- J (� F- I INDUSTRIAL PLAT FOR: UP JENSENBUSINESS PARK z Q Q AFN 8901175002 W Z J Q a a 0 SITE OVERVIEW PLAN SITE PHOTO LL z z 1"=20' O o J z N CL W O U r " PVC E, 8" PVC vv V E OUT: 15"PVC S J 204TH STREET NE IE CENTER OF CHANNEL=106.36 I 15" PVC SEWER 0 FLOWS SOUTH z v� s'voo ss P ss a 9 N NO _ s ss a ss ®V W _ DRIVEWAY" 4"IRON 4• IRON G 4"IRON c 15 PVC SEWER m � —SSFM 4"IRON G 4'IRON G SSFM SSFM SSFM 4"IRON G 4' IRO G a"IRON c a IRan c a If � UI r — r T T — Ty O r r — — T — — — — < 1 T 4" IRON GAS LINE, FIELD — — — — — — g LOCATED BY CITY, 5' DEPTH g PLAN IE=106.23 ASPHALT COULD NOT VERIFY CITY, O2 O2' GRAY CONDUIT, UNK FIELD LOCATED BY C UTILITY, ITY, 6" DEPTH DUE TO PIPE LOCATION � 2' POLYRR IRR I- IRR IN VAULT) N w BLACKWET PIPE, FIELD I WELL 4"PVC VENTILATOR BLOWER TO O LOCATED BY CITY, 4'-6" DEPTH PUMP STATION BUILDING a J T z CC 1" PVC PIPE, IRRIGATION PIPE, 20' ESMT BUILDING 4"DIA. STEEL EXHAUST VENT NOTES w o 0 FIELD LOCATED BY CITY, 12" DEPTH I GRASS 3 9.5' DIA. CONCRETE LID (O.D.) N • CITY IS IN PROCESS OF OBTAINING PROPERTY LIMITS SOWN ON DWG NO.C01 FOR 8 IMPROVEMENTS AS OF 1/12/17. o ---""""'""""-- VAULT ACCESS POWER METER & OVERHEAD I WITH LADDER ON SOUTH WALL - V BEND POWER CONNECTION RE:119.11 FLOOR LOOR OF WET WELL EL=97.88' KEY NOTES GOES UNDERGROUND 30' EASEMENT 10 UTILITIES WERE LOCATED THROUGH POTHOLING COMPLETED BY THE CITY. 1"DIA. THE LOCATION OR DIRECTION OF THE UNILITIES OUTSIDE OF THE AREA g IRRIGATION 20' X 30' POWER CONDUIT SHOWN IS UNKNOWN. o BOX PUMP STATION EASEMENT FROM VAULT TO O SCALE:SHOWN AFN 8901175002 ELECTRIC BOX 2 CONTRACTOR TO VERIFY ALL DIMENSIONS AND PROVIDE ANY FIELD MEASUREMENTS NECESSARY PRIOR TO ORDERING WETWELL LINER AND p 1' 2 LIFT STATION PLAN OTHER MATERIALS. DRAWING ISFuu30ALEWNEN BAR MEASIIflE57 DING NO.: SHEET NO.: P01 3 3 1 °nR °nR °nP ° ° _ _ _ _ _ _ _ 2 DEMOLITION LEGEND onP r — — �4 a°nP onP onP anR one A onR anP o"P ORR lR onP 6 a,P '"` O1 CONSTRUCTION LIMITS 9 5 I O PROVIDE CB INLET PROTECTION PER WSDOT STANDARD 2 PLAN 40.20-00 y 2 I I I I O PROVIDE SILT FENCE PER WSDOT STANDARD PLAN I ® SAWCUT EDGES AND REMOVE EXISTING ASPHALT O REMOVE EXISTING CONCRETE SIDEWALK AT NEAREST tiP0 o JOINTS BEYOND PROPOSED IMPROVEMENTS I I © REMOVE EXISTING LANDSCAPING AS NECESSARY FOR a' E SO g CONSTRUCTION O EXISTING SIGN TO BE RELOCATED TO LOCATION SHOWN �7g -- _ - _ _ _ I I I ON DWG NO.C01. °,°w °— ® REMOVE EXISTING ELECTRICAL COMPONENTS. ° oiw --,° y ° °w ° oy-, oiw- _ -- —�--- °'°w -- ° - °w - - - _ SNOHOMISH COUNTY PUD TO REMOVE METER(METER — — — — — _ — _ _ — •--10..°1 w-- w I I - OWNED BY SNOHOMISH COUNTY PUD) = ► I _ _ _ _ O9 EXISTING OVERHEAD POWER TO BE REMOVED.(MAYBE rc.y I I t REVISED DURNING CONSTRUCTION.COORDINATE WITH w z wg " I 3 5 -15_ I I I MO �zw z 3m R..P ss f REFER TO GENERAL DE PUD REGARDING TEMPORARY REUSE.) R..P`ss R.. --- NOTE NUMBER 2 FOR 10 TEMPORARILY CAP EXISTING WATER SERVICE DURING "a- i 1 g - - g_ a.,P0C ss _--- -..Pam-------- � � I TEMPORARY PUMPING. DEMOLITION.(MAY BE REVISED DURING CONSTRUCTION. . w a m a� e'P�ss I COORDINATE USE WITH CITY.) rc m ,r ss ,r ss s•ss ,s.ss s 11 ABANDON AND/OR REMOVE EXISTING SEWER FORCE a' IRON c R N a ON MAIN PER THIS SHEET.GROUT ENDS V IN PLACE. c ' 'R° ° "R°"° `"'R°"° -S 12 REMOVE AND PROPERLY DISPOSE OF EXISTING BUILDING Z _ _ P PT T T AND FOUNDATION Z Q RELOCATE EXISTING IRRIGATION LINE TO AVOID IMPACT O Z WITH PROPOSED IMPROVEMENTS.IRRIGATION IS TO BE Z O 2 ❑ ,RR ,RR RELOCATED TO AN AREA WITHIN THE 20-FOOT O 3 ' VEGETATION BUFFER. 14 EXISTING WET WELL TO 8E PROTECTED IN PLACE /R J J 6 15 EXISTING SEWER MANHOLE TO BE PROTECTED IN PLACE Z coO (SEE NOTE 2 IN GENERAL DEMO NOTES). _ Z i6 ADD 4"RAILROAD BALLAST AND FABRIC EQUAL TO J w W a TENCATE MIRAFI 140 N TO PROVIDE TEMPORARY M J a — CONSTRUCTION SURFACE.SET ON SUBGRADE AFTER Q CV _ a NOTE:REFER TO DWG NO.C01 7 16 11 10 12 8 8 14 13 REMOVAL OF VEGETATION AND ORGANIC SOILS.FILL LL Z N FROM PROPERTY BOUNDARIES. ABOVE TO PROPOSED GRADE AS NECESSARY.SIZE AS 0 ("' REQUIRED FOR THE CONSTRUCTION. I � a w a U cn w m EXISTING SITE PLAN VIEW I " ~ C, (n EXISTING BUILDING,FOUNDATION,GENERATOR C� AND ALL OTHER COMPONENTS TO BE REMOVED. GENERAL DEMO NOTES Z r GENERATOR TO BE RETURNED TO THE CITY. EXISTING AIR VENT TO BE REMOVED 1. POWER MAY BE TEMPORARILY RELOCATED FOR r i EXISTING MANHOLE LID AND CONSTRUCTION OR NEW DROP MAY BE TEMPORARY AND %�v X FRAME TO BE REMOVED TRANSITIONED TO FINAL.CONTRACTOR TO COORDINATE W EXISTING AIR VENT TO BE EXISTING 90°ELBOW TO BE CUT,AND EXISTING 15" WITH POWER COMPANY. REMOVED PROPERLY DISPOSED OF PVC SS PIPE TO 2. ANY PIPE OR UTILITIES IN CONFLICT WITH BUILDING,VAULTS, 3 EXISTING PIPE TO BE CUT, BE PROTECTED OR PROPOSED UTILITIES SHALL BE REROUTED AROUND EXISTING WET WELL LID TO BE REMOVED ONLY REMOVED AND PROPERLY IN PLACE IMPROVMENTS AS NECESSARY WITH PIPE AND FITTINGS TO ONCE PUMP BYPASS HAS BEEN COMPLETED. DISPOSED OF MATCH THE SIZE FOUND. o EXISTING WET WELL TO BE 3. PROVIDE,INSTALL,OPERATE AND REMOVE TEMPORARY PROTECTED IN PLACE SEWAGE PUMPS DURING CONSTRUCTION,TEMPORARY o PIPING AND HOSES PROVIDED BY CONTRACTOR.UTILIZE $ EXISTING COUPLINGS TO BYPASS POINT OR OTHER MEANS.SEE SPECS DIVISION 11 EXISTING DRYWELL RISER BE REMOVED(TYP.2)AND FOR REQUIREMENTS. TO BE CUT AND REMOVED PROPERLY DISPOSED OF 4. SEE TECHNICAL SPECIFICATION,DIVISION 2 FOR BUOYANCY o EXISTING LADDER TO BE EXISTING PUMPS TO BE CONTROL,DEWATERING AND SHORING REQUIREMENTS. w N ONCE COMPONENTS ARE REMOVED AND RETURNED 5. ALL ITEMS TO BE REMOVED SHALL BE DISPOSED OF Z REMOVED REMOVED,FILL AND TO THE CITY PROPERLY. COMPACT WITH < N to 6. RETURN PARTS TO CITY,COORDINATE WITH CITY INSPECTOR > s CONTROLLED DENSITY FILL � w , TO TOP OF ABANDONED DRY FOR RETURN. LL CC EXISTING 900 ELBOW TO WELL CHAMBER 7. CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION z BE ABANDONED IN PLACE EXISTING 90'ELBOW TO o WATER AND ELECTRIC POWER. BE ABANDONED IN PLACE u EXISTING PIPE TO BE 8. TEMPORARILY RELOCATE BUS STOP SIGN TO THE WEST ABANDONED IN PLACE DIRECTLY OUTSIDE OF THE CONSTRUCTION LIMITS AS TO NOT IMPEDE WITH BUS TRAFFIC. - EXISTING PIPE TO BE o ABANDONED IN PLACE EXISTING WYE TO BE 9. TRAFFIC CONTROL:REROUTE TRAFFIC UTILITZING CENTER TURN LANE FOR EASTBOUND TRAFFIC.SUBMIT TRAFFIC - g REMOVED CONTROL PLAN FOR REVIEW AND APPROVAL BY OWNER EXISTING 90'ELBOW TO o 0 BE ABANDONED IN PLACE BOTTOM CONDITION AND EXISTING VALVES TO BE PRIOR TO BEGINNING CONSTRUCTION.TRAFFIC CONTROL REMOVED AND RETURNED PLAN SHALL MEET ALL REQUIREMENTS SET FORTH IN THE SLOPE UNKNOWN/REFER g TO DIVISION 5 OF THE TO THE CITY(TYP.4) CURRENT ADDITION OF THE MUTCD. SPECIFICATIONS. ALL ELECTRICAL COMPONENTS WITHIN THE DRY NOTE:EXISTING BUILDING AND WET SCALE:SHOWN WELL TO BE REMOVED AND PROPERLY DISPOSED OF WELL LID NOT SHOWN FOR CLARITY o" i' 2SCALE ' EXISTING LIFT STATION ELEVATION EXISTING LIFT STATION PLAN �W15NI°�W'"A'S`°`U BAR MEAS IIflE57 RES,- " NOT TO SCALE NOT TO SCALE POZ 177477 : 31 GENERAL CIVIL NOTES �tiN - ,p \ 1) DEPRESS HATCHES AND VAULTS IN ORDER TO PROVIDE A 1%SLOPE DOWN �. \1 TOWARDS THE HATCHESFJ r e z try 4 y KEYNOTES O INSTALL NEW MH OVER EXISTING 8"PVC AND INSTALL NEW 8"PVC TO WET WELL.REMOVE TOP HALF OF EXISTING 8"PVC IN MH AND GROUT TO CREATE ASMOOTH CHANNEL.INSTALL GROUT PLUG TO PREVENT FLOW TOWARDS EXISTING MH TO THE EAST. gp n O INSTALL GROUT PLUG TO PREVENT FLOW TOTROM MH TO THE WEST. EXISTING PIPE TO REMAIN. IT PROPERTY CORNER SCHEDULE POINT NO. NORTHING EASTING DESCRIPTION "pr 1 433391.17 1323172.33 PROPOSED PROPERTY BOUNDARY w w"_ zN a c wZf 2 433371.18 1323171.84 PROPOSED PROPERTY BOUNDARY Z z z z E . zaw is o< UNDERGROUND POWER,REFER 3 433371.84 1323144.15 EXISTING EASEMENT CORNER z�u mr z� wa" i£3� TO ELECTRICAL PLAN SHEETS m I m FOR MORE DETAIL 4 433372.56 1323114.16 EXISTING EASEMENT CORNER .- - 5 433373.41 1323077.93 PROPOSED PROPERTY BOUNDARY ------------ _ --,o-Glw----IN'olw --,G-GIw- -,G-olw-- - - - - - -,a GIN- -,G 1 o GI w 0 DI W ,G DI 1 - -rG GF G olw -- ,G OIw --- GIB -- ,� �� - _ . ____ _� POINT TABLE z � END TRANSITION FROM ROLLED CURB ° Q AND GUTTER TO EXISTING CURB AND PROPOSED CMU GENERATOR GUTTER BUILDING AND ELECTRICAL PER POINT NO. ELEVATION NORTHING EASTING J CONNECTION TO EXISTING FORCE MAIN PER 0 DWG NO.M01.CONTRACTOR TO POTHOLE FM DWG NOS.S01 AND S02. Z Q TO VERIFY LOCATION AND REPORT TO MH#1 BEGIN TRANSITION FROM ROLLED 7 119.55 433402.73 1323082.67 BEGIN TRANSITION FROM EXISTING CURB RIM ELEV:119.42 CURB AND GUTTER TO EXISTING 4'SIDEWALK.SECTION PER DW J = ENGINEER IF DIFFERENT W IE IN:8"PVC W CURB AND GUTTER N0.CO2. 8 119.57 433402.58 1323088.67 Z AND GUTTER TO ROLLED CURB AND GUTTER � IE OUT:8"PVC SE 1 Q ROLLED CURB AND GUTTER PER IE CENTER OF CHANNEL: 106.37' MATCH EXISTING GRADE AT BA 9 119.50 433401.46 1323135.66 < Z a END TRANSITION FROM EXISTING CURB AND DETAIL ON DWG NO.CO2. 3 2 OF WALK GUTTER TO ROLLED CURB AND GUTTER 10 119.53 433401.31 1323141.65 DEPRESSED SIDEWALK APPROX.17 LF OF 8"PVC 20 RELOCATE EXISTING SIGN PER 11 119.65 433392.59 1323088.42 Lu 9 CITY STANDARD DETAIL R-120. �' Q Rio $Rvr sR- 7 e°'° ss 10 COORDINATE WITH CITY 12 119.68 433377.22 1323103.05 H (n REPRESENTATIVE FOR LOCATION. V N - - - - - - - - s ss 13 118.46 433373.20 1323134.82 - 14 119.92 433387.89 1323125.91 J 15 119.92 433379.06 1323132.36 a• IRON c a"IRON c - - - - - - - - - - SSF sFti _ -_sr _sS - SSFN -a IRON c IRON c .,IRON c a" Rj c 16 119.73 433392.73 1323120.69 a IRON G a IRON O IRON G a IRON c cn _ 16 3r0 - 11 17 119.79 433387.96 1323125.24 0 T T T T _r 18 120.00 433376.95 1323159.92 z -- --- - - - 3 - - - - T T r -- _ _ _ 19 120.00 433391.98 1323145.63 RELOCATE EXISTING SIGN IN REPLACED- _ _ 6 10'-0" CONCRETE SIDEWALK PANEL.LOCATED SIGN \ 11 0% 20 119.42 433404.92 1323128.03 0 8"FROM THE BACK OF THE SIDEWALK, - � 21 118.45 433374.13 1323108.19 MATCHING THE EXISTING SIGN PLACEMENT. RR RR� o PERMEAB�E ASPHALT ACCESSIPARKING 120.0 AREA SEE SPEC 111.11 ATION DIVISION 2. SECTION P WG NO.CO2. R 1 ' � � � 4"CPEP APPROXIMATELY 5'LONG.PLACED 12 UNDERNEATH SIDEWALK FROM GUTTER o \ - I DRAIN WITH A 1%DOWNWARD SLOPE Z DAYLIGHTING TO SOUTH.MAINTAIN 5 - -119. -_ - __- - w _ _ I MINIMUM 4"COVER OVER PIPE. 119. \ _ > IS CC _ \ 118.5_ - _ - - - - - - - FILL FILL-FILL I CC z M VAULT PER 21 PROPOSED PROPERTY o ITIP DWG NO.M01 13 BOUNDARDY EXISTINGVEGETATION BUFFER IN OILING CTS POLY PIPE TO MATCH 4 3 18 -119.5 EXISTING SERVICE DIAMETER.COPPER PIPE TO BY PASS PUMPING LOCATION WET WELL 2 EXTEND WATER SERVICE TO PROPOSED BUILDING. ACCESS HATCH �� o PER DWG N0.M01 o o PER DWG N0.M01 o RPBPA MOUNT TO WALL INSIDE BUILDING. ry CITY TO PROVIDE AND INSTALL METER,SETTER,BOX AND VALVE VAULT PER DWG N0.M01 \� PLACE HOSE BIB AFTER RPBPA INSIDE FITTINGS IDENTIFIED ON THE CITY STANDARD PLAN. -EXISTING WET WELL BUILDING AT LOCATION APPROVED BY OWNER. _ CONTRACTOR TO EXCAVATION AND BACKFILL AREA. EXISTING EASEMENTIPROPOSED MECHANICAL AND PIPING m o 0 COORDINATE WITH CITY REGARDING INS PROPERTY BOUNDARY PLAN PER DWG N0.M01 � W BIOSWALE PER DWG NO. /ASPHALT ACCESS/PARKING CO3 AREA,SEE SPECIFICATION SCALE:SHOWN DIVISION 2.SECTION PER DWG NO.CO2. z.. PLAN VIEW DRAWING ISFULL SCALE WHEN BAR MEASIlflE57 DWGNC. SHEET NO.: C01 5 31 yS�S'oN �'y o a4 a� Ib q 1.0%SLOPE,SLOPING 4' ? mp m z AWAY FROM PROPOSED JNya 8 EMERGENCY 1.0% y GENERATOR BUILDING. 2"PERMEABLE ASPHALT COMPACTED DIVISION — — 4"CEMENT CONCRETE IN TWO LIFTS.SEE SPECIFICATIONS I =III—III—III= _ ONE LAYER OF TENCATE SIDEWALK —III,;, III III III=III Poga �P�w� 2"COMPACTED DEPTH _I I- _ MIRAFI HP270 FABRIC a: t 6'COMPACTED DEPTH - CRUSHED SURFACING COMPACTED AND PROOF COMPACTED AND PROOF ? CRUSHED SURFACING BASE ROLLED NATIVE SUBGRADE BASE COURSE ROLLED NATIVE SUBGRADE COURSE OR FILL ty PROPOSED PERMEABLE ASPHALT PROPOSED WALKWAY SECTION SECTION NOT TO SCALE rcrcI­ 0EE ww� Zg NOT TO SCALE w z wm �+ ZZZ Z Km . 04W 230 ZJl7 Wr W,S'., K�m.0 FLOW LINE #3 @ 12"O.C.,EACH 12"R WAY,CENTER OF y"R 13"R ROLLED CURB 4. Z 12" , � 0 � L ° J 2"COMPACTED DEPTH HMA ' Z Q CL.112",PG 64-22 COMPACTED IN --- -- -- - - - ONE LAYER OF TENCATE L J —III —III— 6"CRUSHED SURFACING SINGLE LIFT. _ MIRAFI HP270 FABRIC 6"COMPACTED DEPTH —- —1 COMPACTED AND PROOF BASE COURSE CRUSHED SURFACINGCOURSE ROLLED NATIVE SUBGRADE OR FILL LL Z W2 6" Oo 0 PROPOSED ASPHALT SECTION ROLLED CURB DETAILLu NOT TO SCALE NOT TO SCALE' ~ ' LL V PROPOSED ASPHALT PARKING AREA PER PLAN #3 @ 12"O.C.,EACH WAY, SAWCUT EDGES,APPLY J CENTER OF SIDEWALK HOT TAR WI PAVER 5' SAND ON EDGES 2.0% NOTE: z SEE CITY STANDARD PLANS IN Pw` SPECIFICATION APPENDICES FOR —III—III—III—III—III—III— SIDEWALKS AND STANDARD III III III I—III—III—III—III—III—III —III —III—III—III— CURB AND GUTTER o ITi III1i1III l III Iil III l IIl 1 1 1 III III III IIl 1 1 1 I I I-III—III-III 1 ASPHALT REPAIR.3'WIDE,MINIMUM 6" — — — THICK CRUSHED SURFACING BASE a o COMPACTED AND PROOFROLLED COURSE AND 4"THICK HMA IN TWO LIFTS. NATIVE SUBGRADE ROLLED CURB PER DETAIL 8 THIS SHEET PROPOSED SIDEWALK SECTION (FRONTING PARKING AREA) NOT TO SCALE PROVIDE SWALE WITH HYDROSEED OVER 6 INCHES OF O TOPSOIL TYPE C.CONTRACTOR WILL BE RESPONSIBLE < N FOR PLANT ESTABLISHMENT AND MAINTENANCE PER w o THE SPECIFICATIONS. c - - U IIIIIIII - - - - - - - - -`III' llI=III—III , II � �DEPTH VARIES " —`III=IIIIIIIIIIII ..III S PER PLAN PROPOSED ASPHALT PARKING o 0 III III= III - AREA PER PLAN ¢ COMPACTED AND g PROOFROLLED NATIVE SCALE:SHOWN SUBGRADE PROPOSED SWALE SECTION DRAWING IS FULL SCALE WHEN NOT TO SCALE BARMEASURE5T DWG NO.: SHEET NO.: CO2 6 31 PRO' APPRO ^ X ox ROOF PEAK 12 12 EXHAUST PIPE �? a w 4 4 GUTTER.ROUTE DOWNSPOUT TO 4"CPEP PIPE PER DWG NO. r 131.45' C01 TOP OF CMU D 8"x8"x16"CMU SMOOTH FACE " + INTERIOR AND SMOOTH FACE a= E q z EMERGENCY GENERATOR INTAKE EXTERIOR LOUVER,COLOR TO MATCH ROOF 8"x8"x16"CMU SMOOTH FACE 127.33' INTERIOR AND SPLIT FACE �7g TOP OF EXTERIOR DOORAND DOOR LOUVER _ 126.60' TOP OF q M o N Z o LOUVER rc rc r zz ww� Zo zz wZF Wm L2 Z Z w kti GROUT ROUGH OPENING BETWEEN LOUVER -Z w a 3 .9¢_ �E fo ` AND CMU BLOCKS.GROUT SHALL BE COLOR . Z'u W n n MATCHED TO CMU BLOCKS.INSTALL FLASHING w a m NE ON TOP AND BOTTOM PER MANUFACTURERS EMERGENCY GENERATOR SPECIFICATIONS.TYP. EXHAUSTLOUVER ENTRANCE LANDING,SEE Z z—DWG NO.SO4 FOR DETAIL, 0 TYR Z Q m 0 118.12' Ir EAST ELEVATION SOUTH ELEVATION a N w y.o ,_O, Y2 0 1_O LL Z J 0p w � C7 Imo— Z Ucl) 0 1X CONT.TRIM, J D TYP ALL AROUND on o MOt METAL ROOFING STANDING SEAM r®v . a VENTED SOFFITS, TYP ALL AROUND CONTINUOUS FASCIA ALL AROUND o 128.6T TOP OF a a DOOR USE SMOOTH FACE BLOCK AT EQUIPMENT ATTACHMENT TO ELIMINATE ALL GAPS, TYPICAL AROUND ALL o N O < N W CC COLOR SCHEDULE ITEM COLOR ROOF GARCO:CLASSIC GREEN — 120.00' ROOF TRIM GARCO:CLASSIC GREEN NOM.TOP OF SLAB SPLIT FACE CMU S CONCRETE BASALITE:ROSE BROWN CMU MORTER DAVIS:DUNE o � LOUVERS GARCO:CLASSIC GREEN PERSONNEL DOORS GARCO:CLASSIC GREEN SCALE:SHOWN GROUND FACE CMU BASALITE:STANDARD 101 CONCRETE o 1. DRAWING IS FULL SCALE WHEN WEST ELEVATION NORTH ELEVATION GUTTER GARCO:CLASSIC GREEN DWG NO.: BARMEASURES2 SHEETNO.: Yz"= Y.- Sol 31 SLOPED CMU END WALLS 4"EXTENSION FOR 5"TYP.FTG. 306 405 TYP.EAST AND WEST EQUIPMENT PAD e A BRICK FACADE,TYP.ALL AROUND e SIMPSON HS HOLD 402 SIDES FACADE SUPPORT EXTENSION S03 sop 504 Y;•, .,,: DOWN TYP.EA. ,oH soa END TRUSS 4,-0„ a F. ROOFING SYSTEM AND T FLASHING(SEE SPECS) $ - F 4'4- #250 BOT CHORD °s } TRUSS LOAD,TYP. EL 120'TYP � `� t: AT WALLS k s t D 3 4^ � 30 LB ROOFING FELT OVER EQUIPMENT 4-0 PLYWOOD DECKINGt,..:'._•-., _ z✓ Qv b Di THRESHOLD „ ,,.�,.,r_s<,.•,. SUPPORT,TYP. soy mg �Pwa 7 2% 305 1 (SEE SPECS) .7 a 32"THICK CDX OR BETTER APA RIDGE VENT, 602 P ors z RATED PLYWOOD WITH 10d TYP. S05 �rX FD EL 119.85' NAILING @ 6"O.C.EDGES,12"O.C. 304 CONCRETE ENTRANCE LANDING FIELD sa3 O O 2XOUTLOOKERS SIMPSON A34 OUTLOOKER @ 24"O.C. N N N z 14'4"THRESHOLD ® _ © 4'-0" TO TOP PLATE u� o ww Zo 305 2% 2% z z w e ti SIMPSON A34 @ 24"O.C. -z w z 3 503 BLOCKING TOP PLATE,TYP. O . Z J w z n;,n OVER EAST AND WEST w a m iE WALLS m ENGINE GENERATOR PAD 4008 LT CMU OPENING RST,TYP. 5004 601 SOS Z FLOOR DRAINS,(TYP.2) Z 2% 4-8" SIMPSON H8 HOLD L) Q SIMPSON A34 @ 24"O.C. J 8" TRUSS TO TOP PLATE,TYP DOWN TYP.EA.END OUTLOOKER Z a a EA END TRUSS O � � CONCRETE SPREAD FOOTING S03 2'OVERHANG 0 J EAST&WEST,TYP. 0 m O za 14'1 CMU CORNER RST,TYP. 310 J CMU WALL, SOa l'OVERHANG,TYP. cr z 401 TYP NORTH AND SOUTH 605 SIMPSON RBC @ 24"O.C. Q N Z Soo GENERATOR BUILDING FLOOR PLAN NORTHBLOCK ANDSOUNG TO PPLATE,OVER Q NORTH AND SOUTH WALLS Yz'-V, 0„ TRUSSES @ 24"O.C. O O O GENERATOR BUILDING ROOF PLAN U LL Y2.= r-0" ROOF-WALL 603 J Z CONNECTION Soy 0 J o MOt �MV1 NOTES SEE DIVISION 8 OF THE TECHNICAL SPECIFICATIONS FOR MORE INFORMATION o ON DOORS AND HARDWARE. CMU WALL 402 • PROVIDE BRASS FLOOR DRAIN WITH P-TRAP.SYSTEM NOT SHOWN ON THIS $ n SHEET FOR CLARITY. • PROVIDE SUPPORT FRAME AND ANCHORAGE AS REQUIRED TO SET DAMPER ON o o INSIDE FACE OF LOUVER.SYSTEM NOT SHOWN ON THIS SHEET FOR CLARITY. N U Z #5 @ 12"O.C.EW, O CENTERED IN SLAB < N LOUVER&DAMPER CODES EMERGENCY EQUIPMENT LOUVER& DAMPER SCHEDULE A-BAKEDENAMELCOATING SCC GENERATOR PAD a PAD B-BIRD&INSECT SCREEN e306 NO. FLOW FLOW RATE(SCFM) MANUFACTURER LOUVER DIMENSIONS OPTIONS DAMPER o 407 soa C-INSULATED BLANK-OFF PANELS 407 BOND BEAM,TYP Li INTAKE 6,675 POTTORFF EDDA45 54"x 54" ABCD MOTORIZED D-FLASHING HEAD AND SILL ¢ 6" © EXHAUST 6,675 POTTORFF EDD-445 54"x54" ABCD MOTORIZED y Ir 11 /\'� I� -III DOOR HARDWARE CODES N i i i i�\i`III III DOOR SCHEDULE A-WEATHERSTRIP(ALL � Mpg ce/iB-AUTOMATICDOORSHUT i/�ji/�j j IIIIIIIIIIII DOOR NO. DOOR APE FRAME DOOR LABEL HARDWARE REMARKS C-LEVER LATCH W/LOCK o 0 fi (\61'iil\( i\u\\ WIDTH HEIGHT MATERIAL WIDTH HEIGHT MATERIAL D-DEADBOLTANDFLUSHEXTENSION -II III— Oi G (i iii=ii — — — — — _ _ -III -III III -III-III III -III III IIII-III III-III-III I_I I-III-I _I BOLTS AND ASTRAGAL TOP/HOOK(WALL MOUNT g 3'-0" T-2" STEEL SGL TA" T-4" STEEL N/A ABDEFGI R PANIC BAR OPENER SCALE:SHOWN N/A -111-III=III-III= =III �-III=11='_ -III =I II II II II II II II II II li it l l l l l-III-_-_ITI III-III-III=III -1 = '- E-DOOR S PROOF ROLL NATIVE/IMPORTED MATERIAL�I FOOTING 303 ® 6'-4" 9'-10" STEEL DBL 6'-8" 10'-0" STEEL N/A ACEGH N/A ( ) soa F-INTERIO Il PRIOR TO TOP COURSE PLACEMENT 6"CRUSHED SURFACING BASE COURSE G-COORDINUSHIPULLATOR HARDWARE a 1. 2 SECTION H-COORDINATOR DRAWING IS FULL SCALE WHEN STRUCTURAL FILL COMPACTED TO 95%MAX A COMPACTED TO FIRM AND UNYIELDING I-KEYPAD EARMEASURES.- DRY DENSITY PER MODIFIED PROCTOR. y CONDITION.TYPICAL BELOW ALL FOOTINGS UWGmo 11EE1110- AND SLABS S02 8 31 300 CMU ANCHORS FOR USE GROUTED CMU CELLS SHALL BE EITHER GENERAL STRUCTURAL NOTES MORTAR,SIMPSON STRONG-TIE ET-HP ANCHORING ADHESIVE,OR POWERS AC100+GOLD ADHESIVE y ANCHORS.CMU ANCHORS FOR USE IN UNGROUTED CMU CELL SHOULD BE AVOIDED.WHEN GEOTECHNICAL PARAMETERS: UNAVOIDABLE,ANCHORS SHALL BE HILTI HIT-HY 70. ro q MINIMUM FROST DEPTH MAXIMUM NET BEARING 4,000 PSF STATIC WHERE SIZE IS CALLED OUT ON THE DRAWINGS,PROVIDE MINIMUM EMBEDMENT DEPTHS AS SHOWN NOTE:WHERE FOOTING BARS INTERSECT SOILS REPORT REFERENCE "GEOTECHNICAL ENGINEERING SERVICES" ON THE FOLLOWING TABLES.PROVIDE MINIMUM EDGE DISTANCES AND SPACING AS SHOWN ON THE BASIN AND VAULT WALLS PROVIDE CMU DOWELS TO MATCH rt b4 I PREPARED BY MURRAY,SMITH&ASSOCIATES,INC. FOLLOWING TABLES UNLESS SPECIFICALLY DETAILED OTHERWISE. DOWELS OR CONCRETE ANCHORS TO WALL VERTS.EXTEND 2'-0" OTHER LOADING PARAMETERS: MATCH FOOTING REINF. INTO CMU WALL WIND LOAD 115 MPH,EXPOSURE C INSTALL ANCHORS IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. SNOW LOAD 25 PSF CONT.CORNER BARS 401 CMU WALL EARTHQUAKE LOAD LAT 48.18075,LONG 122.13385,SOIL PROFILE TYPE D NOTIFY OWNER 24 HOURS IN ADVANCE OF INSTALLATION OF ALL ANCHORS. Sp �D y1'ogO' h OTHER DESIGN VALUES USED: WHERE SIZE IS NOT CALLED OUT,ANCHOR SHALL BE SELECTED BASED ON DESIGN LOADS.IF THE FLASHING WITH OCCUPANCY CATEGORY ESSENTIAL FACILITY MINIMUM EDGE DISTANCE AND/OR MINIMUM SPACING CAN NOT BE ACHIEVED,REFER TO PRODUCT TYP^UNO-\E DRIP EDGE J, ti CONCRETE 4,000 PSI WITH 60,000 PSI REINFORCING INFORMATION FOR REDUCTION IN ALLOWABLE LOADS. #5 @ 12"O.C. CMU 1,500 PSI WITH 60,000 PSI REINFORCING MIN 2 STEEL A36 FOR PLATES,A992 FOR OTHER FORCES ARE DETERMINED BY THE FOLLOWING FORMULA: (Ps/Pt)+(VS I Vl)=1 TIMBER PER FRAME MANUFACTURER 6" WHERE: Ps=APPLIED SERVICE TENSION LOAD CONTINUOUS R10 RIGID LIVE LOADS: Pt=ALLOWABLE SERVICE TENSION LOAD INSULATION ROOF 20 PSF Vs=APPLIED SERVICE SHEAR LOAD m m m zg Vt=ALLOWABLE SERVICE SHEAR LOAD DETAIL AT FOOTING INTERSECTION #5 DOWELS 12"O.C. CRITERIA: w w- z 8 ALL MATERIALS,WORKMANSHIP,DESIGN,AND CONSTRUCTION SHALL CONFORM TO THE THE ABOVE FORMULA IS FOR THE ALLOWABLE LOADS FOR ANCHORS SUBJECTED TO COMBINED 2 0" ALTERNATE HOOKS ZZ Z z W m a h DRAWINGS,SPECIFICATIONS,AND THE INTERNATIONAL BUILDING CODE(2012 EDITION) TENSION AND SHEAR. (4)#5 - w 0 J s z 0 r '2510 Jl7 Wr W,S'., SPECIAL INSPECTIONS,TESTS,AND OBSERVATIONS: GROUTED CMU ANCHORS • w a m = SPECIAL INSPECTIONS AND TESTS SHALL INCLUDE THE FOLLOWING.REFER TO IBC SECTION 1704 HILTI HIT-HY 70,SIMPSON STRONG-TIE ET-HP&POWERS AC100+GOLD a AND 1705 FOR DETAILS. DETAIL AT FOOTING z •. 1. SPECIAL INSPECTIONS BY THE GEOTECHNICAL ENGINEER INCLUDING: DIA.OF ROD MIN.EDGE MIN. MIN.ANCHOR ALLOWABLE LOAD BASED ON INTERSECTION 1.1. SITE EXCAVATION AND GRADING (INCHES)OR DISTANCE EMBEDMENT SPACING BOND STRENGTH(POUNDS) 1.2. PLACEMENT OF STRUCTURAL FILL AND SOIL COMPACTION REBAR SIZE NO. (INCHES) (INCHES) (INCHES) TENSION SHEAR EXTERIOR FDN WALLS Z 1.3. VERIFICATION OFSOIL-BEARING CAPACITY 3/8 12 3-3/8 (1)PER CELL 1,000 845 SPREAD FOOTING 303 O 2. CONCRETE PLACEMENT AT CONCRETE CONSTRUCTION:CONTINUOUS,SEE ALSO SECTION 1705.3 1/2 12 4-112 (1)PER CELL 1,000 1,470 OF THE INTERNATIONAL BUILDING CODE. NOT TO SCALE TVP Z 3. REINFORCEMENT AT CONCRETE CONSTRUCTION:PERIODIC,SEE ALSO SECTION 1705.3. 5/8 12 5-5/8 (1)PER CELL 1,140 1,595 O 4. MASONRY CONSTRUCTION,INCLUDING PLACEMENT OF MASONRY UNITS,MORTAR 3/4 12 6-3/4 (1)PER CELL 1,200 1,625 J cn REINFORCEMENT AND STRUCTURAL CONNECTIONS:PERIODIC,SEE ALSO SECTION TMS 602/ACI 93 12 3-3/8 (1)PER CELL 1,000 850 m J 530.1/ASCE 6,TABLE 5. 5. GROUT PLACEMENT AT MASONRY CONSTRUCTION:CONTINUOUS,SEE ALSO SECTION TMS 602 I #4 12 4-1/2 (1)PER CELL 1,000 1,355 Z Q Q ACI 530.1(ASCE 6,TABLE 5. #5 12 5-5/8 (1)PER CELL 1,140 1,355 J Lu Lu 6. WOOD-FRAMED LATERAL-FORCE RESISTING SYSTEM:PERIODIC,SEE ALSO SECTION 1705.10. m cc 7. TESTING OF CONCRETE FOR SPECIFIED COMPRESSIVE STRENGTH(FC),AIR CONTENT AND UNGROUTED CMU ANCHORS Q N SLUMP.SEE ALSO TABLE 1705.3. HILTI HIT-HY 70 J 8. VERIFICATION OF SPECIFIED COMPRESSIVE STRENGTH(FM)OF MASONRY PRIOR TO LL Z CONSTRUCTION AND EVERY 5,000 SQUARE FEET DURING CONSTRUCTION.SEE ALSO TMS 602/ACI DIA.OF ROD MIN.EDGE MIN. MIN.ANCHOR ALLOWABLE LOAD BASED ON CONCRETE CAST-IN-PLACE CONCRETE,ROUGHEN FLOOR O Q 530.1/ASCE 6,TABLE 5. FLOOR W @ CE12"NTER O.C.,EACHlx 9. STRUCTURAL OBSERVATION BY A REGISTERED DESIGN PROFESSIONAL IN ACCORDANCE WITH IBC (INCHES)OR DISTANCE EMBEDMENT SPACING BOND STRENGTH(POUNDS) WAY,CENTER OF SLAB. 3"MIN.BEYOND UNDER PAD PRIOR TO POURING PAD.PROVIDE REBAR SIZE N0. (INCHES) (INCHES) (INCHES) TENSION SHEAR CAST-IN-PLACE CONCRETE EQUIPMENT BOLTS,TYP. 4x4 AR COVER WWM AT TOP FACE WITH 1704.5 SHALL BE PROVIDED. CLEAR COVER 3I6 12 3 (1)PER CELL 280 265 LANDING.SLOPE AWAY EPDXY COATED#4 DOWELS,EACH N U GENERAL: "PJF FROM DOOR AT 1°/MIN. CORNER AND 18"O.C.,3" %"CHAMFER,ALL U 1/2 12 3 (1)PER CELL 280 265 PROPOSED EMBEDMENT INTO FLOOR. OUTER EDGES LL LINES SHOWN ON DRAWINGS MAY BE ASSOCIATED WITH CAD MODELING AND MAY NOT 5I6 12 3 (1)PER CELL 280 265 GRADE cc REPRESENT REQUIRED OR ALLOWED JOINTS.SEE DETAILS FOR CLARIFICATION ON REQUIRED AND µ P 4„ CAST-IN-PLACE CONCRETE 4"UNLESS J ALLOWED JOINTS. 314 12 3 (1)PER CELL 280 265 / FLOOR,REINF.PER PLAN OTHERWISE NOTED N #3 12 3 (1)PER CELL 280 265 I�WIL PER PLAN REINFORCED CONCRETE: #4 12 3 (1)PER CELL 280 265 1. REINFORCING STEEL SHALL BE DETAILED(INCLUDING HOOKS AND BENDS)IN ACCORDANCE WITH NOTE: ENTRANCE LANDING,WIDTH EQUAL TO NOTE:SEE MECHANICAL ACI 315-99 AND 318-11.LAP ALL REINFORCEMENTS IN ACCORDANCE WITH THE"REINFORCING #5 12 3 (1)PER CELL 280 265 DOOR WIDTH PLUS 3"EACH SIDE,OR AS NOTED. DRAWINGS FOR o a ALLICEA INTERSECTIONS ERDLENGTHS 303.LAE"-SEEP THIS ADJACENT PROVIDE WIRNER EFAB IC AT EQUIPCMU ANCHOR a TYPICAL ENTRANCE LANDING DETAIL 304 ANDDI DIMENT NSIONS. ®v ALL WALL INTERSECTIONS PER DETAIL 303.LAP ADJACENT MATS OF WELDED WIRE FABRIC A 301 a AND DIMENSIONS. EQUIPMENT PAD MINIMUM OF 8"AT SIDES AND ENDS. 2. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS NOT TO SCALE TrP "=Y-o" TVP SPECIFICALLY DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. CONCRETE ANCHORS SHALL BE EITHER HILTI HIT-RE 500SD INJECTABLE MORTAR,SIMPSON 3. A 6"WATERSTOP SHALL BE PLACED AT ALL BELOW GRADE CONCRETE SLAB AND WALL STRONG-TIE SET-XP ANCHORING ADHESIVE,OR POWERS PE1000+ADHESIVE ANCHORS AS CONSTRUCTION JOINTS AND AS SHOWN TO PROVIDE A WATERTIGHT STRUCTURE. SPECIFIED.WHERE SIZE IS CALLED OUT ON THE DRAWINGS,PROVIDE MINIMUM EMBEDMENT DEPTHS 4. CONCRETE PROTECTION FOR REINFORCING STEEL SHALL BE AS FOLLOWS,UNLESS OTHERWISE AS SHOWN ON THE FOLLOWING TABLES.PROVIDE MINIMUM EDGE DISTANCES AND SPACING AS NOTED: SHOWN ON THE FOLLOWING TABLES UNLESS SPECIFICALLY DETAILED OTHERWISE. o 4.1. FOOTINGS AND OTHER UNIFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH............................... 3" INSTALL ANCHORS IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. g 4.2. FORMED SURFACES EXPOSED TO EARTH(WALLS BELOW GRADE), WATER OR WEATHER(#6 BARS OR LARGER)........................2" NOTIFY OWNER 24 HOURS IN ADVANCE OF INSTALLATION OF ALL ANCHORS. 4.3. COLUMN TIES OR SPIRALS AND BEAM STIRRUPS......................2" 4.4. SLABS AND INTERIOR FACES....................................... 2" WHERE SIZE IS NOT CALLED OUT,ANCHOR SHALL BE SELECTED BASED ON DESIGN LOADS.IF THE MINIMUM EDGE DISTANCE AND/OR MINIMUM SPACING CAN NOT BE ACHIEVED,REFER TO PRODUCT ABBREVIATIONS: INFORMATION FOR REDUCTION IN ALLOWABLE LOADS. o y AL-ALUMINUM DOOR o O CONCRETE ANCHORS Yz"PJF CHK-CHECKERED EXTEND CONCRETE FLOOR � EXTERIOR SLAB HILTI HIT-RE 500-SD,SIMPSON STRONG-TIE SET-XP&POWERS PE1000+ W a CL-CENTERLINE ACROSS THRESHOLD CLR-CLEAR REINFORCEMENT SPLICE AND DEVELOPMENT SCHEDULE m EA-EACH DIA.OF ROD MIN.EDGE MIN. MIN.ANCHOR ALLOWABLE LOAD BASED ON n r EF-EACH FACE MINIMUM STRAIGHT MINIMUM LAP MINIMUM (INCHES)OR DISTANCE EMBEDMENT SPACING BOND STRENGTH(POUNDS) a FB-FLAT BAR DEVELOPMENT LENGTHS SPLICE EMBEDMENT REBAR SIZE NO. (INCHES) (INCHES) (INCHES) TENSION SHEAR LENGTHS LENGTHS o GALV-GALVANIZED 1/2 2-112 2-314 2-1/2 1,027 2,210 HOLD FOOTING DOWN 2 LAYERS OF 30# HORZ-HORIZONTAL BAR TOP BARS OTHER BARS TOP BARS ALL BARS J BUILDING PAPER y LLV-LONG LEG VERT #4 25" 19" 33" 7° 518 3-1/8 3-1/8 3-1/8 1,312 2,827 OUTLINE OF EXPANDED J - O.C.-ON CENTER 314 3-3/4 3-112 3-314 1,556 3,351 FOOTING STEM WALL IN SPREAD o #5 31" 24" 41" 9" a o PL-PLATE 718 4-318 3-112 4-318 1,556 3,351 BACKGROUND a e • FOOTING RB-ROUND BAR 37" 29" 49" 10" 618520 3 1/2 1 1/2 2 1/2 4 " #4 2 ""#7 54 42 71" 12 - - - , , RST-REINF.STEEL SST-STAINLESS STEEL "TOP BARS"ARE HORIZONTAL BARS WITH MORE THAN 12"DEPTH OF #5 3-1/8 5-5/8 3-1/8 1,775 5,494 ¢ T&B-TOP&BOTTOM CONCRETE CAST BELOW THEM. #6 3-3/4 6-3/4 3-3/4 2,225 7,570 FF72 VERT-VERTICAL IF CLEAR CONCRETE COVER IS LESS THAN 2x THE DIAMETER OF THE #7 4-3/8 7-7/8 4-3/8 2,440 9,428 SCALE:SHOWN BAR OR THE CENTER-TO-CENTER SPACING IS LESS THAN(4)BAR DOOR THRESH 0 LD 305 DIAMETERS,THEN VALUES SHALL BE INCREASED BY 43% #8 5 9 5 4,520 11,507 1"=1'-0" TYP 1. s SIDE COVER MUST BE EQUAL TO OR GREATER THAN 2-112" DRAWING IS FULL SCALE WHEN END COVER FOR 90°HOOKS MUST BE EQUAL TOOR GREATER THAN 2° CONCRETE ANCHOR 302 DWG NO.: BARMEASURES7 SHEET NO.: S03 9 31 EXISTING WETWELL WALL TO REMAIN TOP PLATE j EXISTING SOIL ; SMOOTH FACE #4 @ 8"O.C.EW,CENTERED ° o BOND BEAM REINF. EXTERIOR AT WITHIN THE CAVITY (2)#5 IN GROUTED CELLS ? #5 VERT,TYP. CUT CMU TO MATCH ROOF SLOPE LINER CONCRETE GROUT NOTE: LINER SHALL ACCOMMODATE BROKEN FACE CMU i VAULT,VAULT LIDS AND 6„ ° BUILDING L ALL PI ERD CO DU T SEE ���� AS SPECIFICATIONS DIVISION 5 FOR DETAILS.GROUT CONCRETE AROUND PIPING. #5 CORNER BARS AT ALL �� w w E 54" BOND BEAM LOCATIONS ATZ z8 w z m WALL CORNERS zz EXTERIOR CMU WALL \ \ \\'\\/ m 0 J ZJl7 Wr W,S'., CMU WALL w a m a rc�m� CMU WALL CORNER svo SLOPED END WALL DETAIL 40� LINER REINFORCEMENT DETAILll� 4o NOT TO SCALE P O HEADER IN CONTACT WI CMU r VARIES SHALL BE PRESSURE TREATED Z Q T0 LINTEL BLOCK (1)#5 MIN IN GROUTED J cn BOND BEAM,TOP DOUBLE 2x8 HEADER,CONTINUOUS WITH CELLS,TYP. COURSE %"0 J-BOLTS AT 32"O.C.IN GROUTED z J VERTICAL CELLS,BOLT LENGTH AS Z Q NECESSARY FOR 6"MIN EMBEDMENT. GROUT(1)COURSE a OVER OPENING NOTE: J Lu LENGTH AND WIDTH DEPENDANT ON W� W BOv ND BEAM SMOOTH FACE EXTERIOR AT GENERATOR FUEL TANK.SUBMIT DIMENSIONS OF PAD WITH GENERATOR. N TOP COURSE FOR TRIM FLOATED FINISH J ATTACHMENT,TYP GENERATOR PAD O O Q DOOR OPENING GREATER THAN TOOL EDGES WITH 24"IN EITHER 3l8"RADIUS DIRECTION BRUSHED FINISH 3"BEYOND S EQUIPMENT y U FLOOR SLAB V LL D 0 D J I.L p D C/) D D o BO „ k PREMOLDED JOINT FILLER, e o 8'k8"xl6"CMU BLOCK(FINISH PER o ARCHITECTURAL DRAWINGS),TYP. ALL AROUND GENERATOR PAD z (1)#5 EACH SIDE OF OPENING, #5 @ 8"O.C. PROVIDE WEATHERPROOF AND FULL HEIGHT,TYP. EW,T&B P�v ANTI-GRAFFITI COATING ON EXTERIOR. INTEGRAL CMU WALL INSULATION.ALL TYPICAL CMU OPENING 4oa EMERGENCYQGENERATOR PAD 408 0 NON-GROUTED EXTERIOR CMU BLOCKTO SCALE TO BE INSULATED TO A MINIMUM NOT TO SCALE vP INTERIOR FACE OF ALL CMU R-VALUE OF 9.6,PER TABLE C402A.2. BLOCKS TO BE SMOOTH FACE BOND BEAM @ 48"O.C.WITH#5 CONTINUOUS,LAP JOINTS 24"MINIMUM $ B0 (TYPICAL) NOTE: o #5 VERTICAL FIST @ 24"O.C.MAX. DOOR FRAME OF SOUND RATED o Z LAP WITH STEM WALL DOWELS,FILL DOORS SHALL BE FULLY GROUTED. r p ALL REINFORCED CELLS WITH a J N GROUT. DO NOT GROUT UNREINFORCED CELLS UNLESS LL CC OTHERWISE NOTED ON PLAN. #5 DOWELS AT 24"O.C.,TYPICAL,TO MATCH LOCATIONS OF VERTICALLY A o REINFORCED CELLS OF CMU WALL U BOND BEAM, ABOVE. STANDARD BLOCK BOT COURSE FLy OOR ELF t PER PLAN \\ \\ \\ \\ \\ LINTEL BLOCK a (1)#5 EXTENDED 24" J: o CONCRETE SPREAD 303 BEYOND OPENING IN FOOTING GROUTED CELLS �I g S03 DOOR SCALE:SHOWN 0" 2' EXTERIOR CMU WALL ao1 TYPICAL DOOR LINTEL 46s °R�W'6ARM"SKEW"E" BAR MEASOflE57 NOT TO SCALE TYP I^=I•_O^ TYP DWG NO.: SHEETNO.: SO4 10 31 DIAPHRAGM NAILING BLOCKING TO TOP PLATE PER ROOF PLAN �;oN ROOF TRUSS ANCHOR PER PLAN_\ 2X BLOCKING �4 x ROOF SHEATHING a 0 NAILER TRUSS FLASHING Wl 2'-0"MAX 4 2x OUTLOOKER AT 24" HOLD DOWN DRIP EDGE VARIES �^ ''F PER PLAN 4x4 BLOCKING C BLOCKING O.C.,ATTACH TO GABLE TRUSS WITH SIMPSON A34 1X CONT.TRIM 1"CEDAR FASCIA FRAMING ANCHOR,EACH SIDE OVER NAILER 1¢gD o t � P�a FINISH CEILING SIMPSON U44 W116djt� 4s SMOOTH AROUND BOLT NAILING,TYP 2x LEDGER FOR GYPSUM WALLBOARD WALLBOARD NAILING MAX ci- 500 LB m m 3 0 Apr LOAD w w y z g 1x4 CONT.TRIM CMU WALL ZZZ Z ¢m - w Z�3= TOP OF GABLE END SECTION 601 EQUIPMENT SUPPORT DETAILS 604 Wd„ T1P NOT TO SCALE TYP rc m RIDGE VENT NOTES: 1.INSTALL FALL PROTECTION AT ROOF PEAK OVER METAL ROOFING AND FASTEN Z TO TRUSS WITH 16d NAILS PER MFR 0 RECOMMENDATIONS PRIOR TO Z INSTALLATION OF RIDGE VENT. O 2.PROVIDE END CAPS FOR RIDGE VENT PER MANUFACTURER'S SPECIFICATIONS. J cn FALL PROTECTION 3.INSTALL FALL PROTECTION ANCHOR SO m J THAT D RING BUTTS AGAINST EDGE OF EQUAL TO GUARDIAN Z Q RIDGE-IT 00500 Q PERFORATED ANGLE 1�"x5Y" VENT. ANCHOR @ 8'-0"O.C. J L= cc pr W NEOPRENE CLOSURE STRIP 3"MIN RIDGE VENT CAP Q N WITH FASTENERS AT 24",TYP METAL ROOFING LL Z J ALIGN D-RING WITH O L a EDGE OF ROOF VENT PLYWOOD DECKING UL J � in ROOF TRUSS 2X FLAT BLOCKING,TYP o M RIDGE VENT DETAIL 602 NOT TO SCALE TYP ROOFING ROOF SHEATHING FRAMING ANCHOR PER PLAN, 12 TRUSS TO TOP PLATE 4p o ATTACH BLOCKING TO SILL PLATE WITH 1 GAP,MP,MI N VENTILATION BAFFLE, FRAMING ANCHOR PER PLAN . INSTALL TO KEEP INSULATION AWAY $ FULL DEPTH VENTED FROM EAVE VENTS FULL FLASHING EAVE BLOCKING WITH DRIP EDGE ON SOUTH SIDE. w N GUTTER PLACED 0 ON NORTH SIDE OF O BUILDING J N TRUSS R-02 KRAFT PAPER FACED BATT INSULATION � a j o 1"x8"CEDAR FASCIA SOFFIT ON ALL CEILING SURFACES,INSTALL WITH � OVER NAILER WITH VENT X X, KRAFT FACED SIDE OF INSULATION FACING INTERIOR OF BUILDING. o 2xNAILER 1"x6"CEDAR TRIM, CONTINUOUS,TYP. 1"x2"CEDAR TRIM, FINISH CEILING WITH ONE LAYER CONTINUOUS,TYP. OF%"GYPSUM WALLBOARD, _ ATTACH TRUSS TO SILL PLATE WITH FINISH SMOOTH AND PAINT WHITE. o FRAMING ANCHOR PER PLAN 1"x6"FINISH GRADE HEMLOCK TRIM,CONTINUOUS,TYP. o � � g CMU WALL/TRUSS CONNECTIONS 603 SCALE:SHOWN o" 1' 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2' DWG NO.: SHEET N0.' S05 11 31 NOTES: KEY NOTES: • SEE DIVISION 2 FOR HDPE INSTALLER 1. PROVIDE AND INSTALL PIPE SUPPORTS CONSTRUCTED OF UNISTRUT P1000HS OR P1000T SS CHANNEL OR EQUAL AND 316 SS REQUIREMENTS AND PIPE LAYOUT SUBMITTAL FITTINGS AND BOLTS SET PERPENDICULAR AND TANGENT TO THE 3 HDPE PIPES.PROVIDE AND INSTALL SS PIPE STRAP AROUND REQUIREMENTS. EACH PIPE SECURED TO SUPPORT WITH 316 SS BOLTS AND NUTS.SUPPORT SHALL HAVE A TEE UNISTRUT SUPPORT SET NEAR ` • SUBMIT LINER LAYOUT FOR APPROVAL SHOWING MIDSPAN.ANCHOR SUPPORTS TO CONCRETE WITH 3'/."DIAMETER SS ANCHORS TO EACH SUPPORT END,EMBED 4"IN CONCRETE ALL PIPE AND CONDUIT PENETRATIONS PRIOR TO WITH EPDXY GROUT.SEAL LINER PENETRATIONS.SEE SPECIFICATIONS DIVISION 3 FOR EPDXY GROUT SPECIFICATIONS. FABRICATION. • CONTRACTOR SHALL INSTALL LINER SYSTEM 2. PROVIDE AND INSTALL 2 SETS OF 3 PUMP GUIDERAIL SUPPORTS.GUIDERAIL SHALL BE SET SECURELY TO HDPE PIPE WITHOUT FIRST AND ADJUST PIPING AND CONDUIT TO FIT DAMAGE TO PIPE PLACED BELOW SECOND PIPE SUPPORT.ABOVE PIPE FABRICATE SUPPORT BRACE FROM UNISTRUT P1000HS OR THRU LINER PENETRATIONS.ALL PENETRATION P1000T SS CHANNEL WITH 316 SS FITTINGS AND BOLTS.ATTACH TO GUIDERAIL SUPPORT ABOVE PIPING AND ALIGN GUIDERAIL. LADDER PER DETAIJONL EXISTING WET WALL LID TO DIMENSIONS SHALL BE FIELD VERIFIED BEFORE SUPPORT SHALL HAVE A TEE UNISTRUT SUPPORT SET NEAR MIDSPAN.ANCHOR SUPPORT TO CONCRETE WITH 3Y."DIAMETER SS DWG NO.M02 BE REPLACED WITH 8" PIPE AND CONDUIT IS LAID OUT AND ASSEMBLED. ANCHORS TO EACH SUPPORT END,EMBED 4"IN CONCRETE WITH EPDXY GROUT.SEAL LINER PENETRATIONS.SEE SPECIFICATIONS PIPE SUPPORT,TYP9%"CONCRETE PRECAST CIRCULARANY ADJUSTMENTS REQUIRED BY THE DIVISION 3 FOR EPDXY GROUT SPECIFICATIONS. RISER CONCRETE LID.CONTRACTOR TO FIELD FIT THE COMPLETEPER DETAIL ON DW N0.M02 119.95'a SYSTEM SHALL BE COMPLETED AT NO TOE ; ADDITIONAL COST TO THE OWNER. WELL AND VALVE • MJ CONNECTIONS TO HDPE SHALL BE EBAA IRON BENTONITE SEAL MEGALUG SERIES 200PV OR EQUAL.FIL f—THRUST BLOCKING PER CITY VAULT CONNECTIONS TO HDPE SHALL BE EBAA IRON STANDARD DETAIL W-165 FLOOR DRAINS FROM EMERGENCY MEGAFLANGE SERIES 2100,DI BACKUP RING FL GENERATOR BUILDING.REFER TO OR EQUAL.SUBMIT PRODUCT INFORMATION FOR 8"BLIND FLANGE WITH CONCRETE DWG NO.M02 APPROVAL PRIOR TO ORDER.SEE THRUST BLOCKING SPECIFICATIONS DIVISION 1 FOR PRESSURE s r u o w N z o REQUIREMENTS. w w z^ • VAULT HATCH GUTTER DRAINS NOT SHOWN FOR 2 "DUCKBILLCHECKVALVE z z CLARITY.PROVIDE AND INSTALL 2.5"SCHED.80 w z z m 3 8 PVC DRAINS SLOPED MINIMUM DOWN 1%TO 6"HDPE 90°BEND,(TYP.3) z u zn u WETWELL.PROVIDE 1'DROP AND DUCKBILL TO 8"HDPE PIPE,A • w a w i E OUTLET IN WETWELL. LENGTH 6'-9".WITHITH DI DI 8"GRAVITY MAIN PER REFER TO KEY NOTE � • SLOPE ALL VAULT DRAINS MINIMUM DOWN 1%TO BACKUP RING EACH END. DWG NO.C01. NUMBER 1 ON THIS SHEET. WETWELL. • WIRING NOT SHOWN FOR CLARITY,REFER TO 8"DI GATE VALVE,(FLxMJ) DWG NO.E04. REFER TO KEY NOTE 8"DI GATE VALVE, (FLxFL)(NORMALLYOLOSED) NUMBER 2 ON THIS SHEET. O EXISTING 15"PVC 111.06' GRAVITY MAIN, PIPE 4. -� 21/2 Z"SCH.80 PVC 45°BEND Q 8"C900 BLUE BRUTE O PROTECT IN PLACE 1'MIN 6"HDPE PIPE APPROX. O J PVC,APPROX.5'-6", Z LTF. � 8"x 8"DI TEE,(FLxFL) LENGTH 16'-1",(TYP.3) � m ° 8"PVC GRAVITY MAIN Z Q a 2%"SCH.80 PVC TEE J 8"HDPE FLANGE 2/2"SCH.80 PVC PER DWG NO.C01 J = a 2 z"SCH.80 PVC PIPE, 2Y"SCH.80 PVC PIPE, PIPE,APPROX. EXISTING 15"PVC W J WITH DI BACKUP RING APPROX.LENGTH 1'-T' Ir 8"LONG BODY APPROX.LENGTH 5'-6" EXTEND BELL AND SPIGOT LENGTH 1'-4" GRAVITY MAIN, a N Q SLEEVE 8"HDPE PIPE,APPROX. 2Y"SCH.80 PVC PIPE, 18"-24"BEYOND THE 2"SCH.80 PVC PIPE, PVC P-TRAP PROTECT IN PLACE LENGTH 6'-2". APPROX.LENGTH 1'-3" OUTSIDE OF THE EXISTING �L Z V EXISTING 8" APPROX.LENGTH 7'-6" 2Y"SCH.80 WETWELL SLOPE VAULT DRAINS REBAR PER DWG N0.SO4 Q �_ FORCE MAIN 2"COUPLING PVC 45"BEND DOWNWARDS TOWARDS Z ROUTE PVC PIPE ° 106.23'r� TO WETWELL (TYP.2) 2"SCH.80 PVC WETWELL AT 1/o SLOPE I.E..E EX 2 "COUPLING 45°BEND AND PROPOSED AIR VACUUM RELEASE (TYP.3) GRAVITY MAINS V y V PER DETAIL ON DWG 2"SCH.80 PVC W 2"SCH.80 PVC PIPE,APPROX. EXISTING DRY WELL LL N0.M02 PIPE,APPROX. LENGTH 5'-3" ABANDONED IN PLACE SS PIPE SUPPORT AS J C 8"DISMANTLING LENGTH 7'-1" REQUIRED BY PUMP G JOINT FLANGE MANUFACTURER.MIN 6'O.C. ROUTE VAULT 8"DI MAG METER DRAINS TO WETWELL 2Y"SCH.80 PVC PIPE, 8"HDPE FLANGE WITH I APPROX.LENGTH 3'-11" 8"x 6"HDPE REDUCER WITH o °� DI BACKUP RING J DUCTILE IRON BACKUP RING r z H3 2"DUCKBILL CHECK O L———————�J VALVE AND HDPE FLANGE.(TYP.3) 2'"DUCKBILL CHECK PREFABRICATED LINER a BUILDING FLOOR DRAIN VALVE PER DWG N0.M02 INSERT.REFER TO DIVISION 0 5 OF THE SPECIFICATIONS o 11 r- -------� ©r . k 6"HDPE PIPE,LTF,(TYP.3) 1 1 1 FUTURE PUMP (NOT THIS b p CONTRACT).PROVIDE DI 8"HDPE PIPE,LTF,(TYP.2) P 1 o BLIND FLANGE AT PUMP g CONNECTION. PUMP STATION ELEVATION e 1 1 1 8"x 6"HDPE TEE,(TYP.3) P 1 ——— 1 1 Ys" ❑ o a 11 MO HATCH SCHEDULE o 0 —— CONTRACTOR SHALL ADJUST PUMP AND DIMENSIONS o b 1 0 1 PIPING SPACING PER MANUFACTURER HATCH NO. MANUFACTURER TYPE LOADING REMARKS o 8"x 6"HDPE REDUCER °� — RECOMMENDATIONS. WIDTH HEIGHT w 48" 72" LW PRODUCTS HD-3C H2O ACCESS SAFETY GRATE TO BE INSTALLED PER TECHNICAL SPECIFICATIONS.HATCH TO 6"HOPE PIPE,APPROX. ------- --- L ---- — J OPEN NORTH AND SOUTH.SAFETY GRATE TO OPEN TO THE EAST. z LENGTH V-0"WITH DI FL o BACKUP RING LINER AND GROUT 407 © 48" 72" LW PRODUCTS HD-3C H2O HATCH TO OPEN SOUTH a m SO4 30" 30" LW PRODUCTS HS-2A H2O HATCH TO OPEN SOUTH w 6"CAMLOCK BYPASS PER PUMP 2 y 6-HDPE PIPE,APPROX. DETAIL ON DWG NO.M02 LENGTH 3'-5',(TYP.3) ® 24" 24" LW PRODUCTS HS-IA H2O HATCH TO OPEN SOUTH PRESSURE GAUGE PER PUMP 1 a s NO DETAIL ON DWG NO.M026"HDPE ELECTROFUSION(TYP 6) COUPLING(TYP.3) SUBMERSIBLE PUMP,TYP.OF VAULT SCHEDULE o 0 6"DI DISMANTLING JOINT(TYP.3) 2,SEE SPECS.DIVISION 11 6"HDPE PIPE,APPROX. INSIDE DIMENSIONS LENGTH 2'-4",(TYP.3) 6"DI BALL CHECK VALVES VAULT NO. MANUFACTURER Type Remarks g (FLxFL,TYP.3) WIDTH HEIGHT DEPTH 6"DI GATE VALVE(FLxFL,TYP.3) 01 8'-0" 6'4- 7'-0" OLDCASTLE 687-LA CUSTOM HATCH FTSCALE:SHOWN 02 4'-2" 4'-2" 5'-0" OLDCASTLE 507-LA CUSTOM HATCH T DRAWING NARMEas SCALEWHEN PUMP STATION MECHANICAL PLAN - ', 0., O3 2'-6" 2'-6" 2'-0" FOG-TITE 3030-SB CUSTOM HATCH OWGNO.: SHEETNO.: M01 12 31 O O NOTE:PROVIDE ADEQUATE 2"SCH.80 PVC DISCHARGE PIPE o o O a4 ROUTED WITH DOWNWARD PRESSURE GAUGE SUPPORT FOR AIR VACUUM SLOPE TO WET WELL.SEE DWG RELEASE VALVE ASSEMBLY. °a w N0.M01 FOR CONTINUATION vJ� M� z SUPPORTS AND HARDWARE Q y Yz"THREADED SS PIPE NIPPLE AND SHALL BE STAINLESS STEEL. ' 'SS BALL VALVE NORMALLY PVC PIPE SHALL BE CLOSED.VALVE SHALL BE USED SCHEDULE 80. TO BLEED AIR DURING ROUTINE TYPE A-FLANGE SUPPORT MAINTENANCE. Yz"DIAPHRAGM SEAL v � 2"SCH.80 PVC UNION 2"AIR VACUUM �rR z"STAINLESS STEEL BALL 6"HDPE ELECTROFUSION 2"SCH.80 PVC 90°BEND(TYP.) RELEASE VALVE VALVE NORMALLY CLOSED. TRANSITION SADDLE(AKA EQUAL TO A.R.I. CORP SADDLE)WITH 2'.'FPT MODEL D-025. e z Y"STAINLESS STEEL NIPPLE AS REQUIRED(TYP.) STAINLESS STEEL OUTLET ISOLATION �IB VALVE Y"TEE 2"THREADED INLET 8"x2"HDPE 2" NNN 2m 2"PVC UNION ELECTROFUSION rc rc TRANSITION SADDLE w w zg wzF mm 8"HDPE FORCE MAIN a w 3 0 TYPE B-SADDLE SUPPORT . z u W5 v d wam a �' (AS SPECIFIED OR WITH ENGINEER APPROVAL) m 6"STEEL DISMANTLING JOINT Z 0 Z Q O J � J za TYPE C-SADDLE CLAMP SUPPORT MJM W Lu (TYP.AT PIPING) I.V c Q / (TYP.AT VALVES,METERS,AND FITTINGS) cj U- Z PRESSURE GAUGE DETAIL AIR VACUUM RELEASE VALVE DETAIL PIPE SUPPORT DETAIL a z NOT TO SCALE NOT TO SCALE NOT TO SCALE Uy = � U LANDSCAPING PER 4" STEEL CAM-LOCK DUST CAP J W CIVIL PLANS EMERGENCY GENERATOR CONCRETE CC BUILDING WALL/RISER G o 18" 7"MIN. 1"DIA.RUNGS,EQUALLY SPACED a VERTICALLY @ 12"O.C. o a -I 11 III=1 PLAN i ASPHALT PARKING AREA �v . P a PER CIVIL PLANS 11 I=1 I I 6"STEEL NPT NIPPLE,1'- HATCH CURB 11"LONG OPENING o 8"OF CSBC COMPACTED TO A FIRM VAULT PER DWG NO.M01 7„ ° ° 12"MAX. AND UNYIELDING CONDITION o 0 f< 6"MALE x 6"FEMALE BAR 3", THREADED STEEL CAM - 2Y5x/"BRACKETS T&B,8' $ PROVIDE ADDITIONAL ADAPTOR O.C.MAX.VERTICAL _ DIAGONAL BRACKETS SPACING °o AT TOP CONNECTION 0 j' VALVE BOX WITH SST LADDER SAFETY POST,BILCO EXTENSIONSAS fA NECESSARY �"SCH.80 PVC PIPE,APPROX. LADDER-UP OR EQUAL.INSTALL PER o o Z LENGTH 3'-3",(TYP.2) MANUFACTURER'S RECOMMENDATIONS O_ 21/2"SCH.80 PVC P-TRAP, o < J to V PIPE BEDDING AND TRENCH (TYP.2) 2Y"SCH.80 PVC PIPE, a > 6"DI FLANGE TO FNPT(COMPANION \/N����\ BACKFILL PER CITY 2%"SCH.80 PVC PIPE,APPROX. APPROX.LENGTH 5'-9" STRINGERS,S,PUNCH LL cc F � STANDARD DETAIL SS-120 TYP> LADDER RAILS,PUNCH FLANGE) // // / LENGTH 2'-4",(TYP.2) 2/"SCH.80 PVC 45'BEND TO RECEIVE RUNGS o 6"DI 90°BEND / / /��/ / 2Y"SCH.80 PVC TEE 2Y"SCH.80 PVC 90°BEND %"CONCRETE ffi (FLxFL) \�\�\�/ 2 "SCH.80 PVC PIPE, TYP ANCHORS,TYP. APPROX.LENGTH 1'-10" v IN LIEU OF TOP DI GATE VALVE(FLxFL) 2/"SCH.80 PVC 90°BEND LINER 3116" DIAGONAL,EXTEND RAILS AND BEND 3"AT GROUT 12"MAX 2„ FLOOR.SECURE WITH EXISTING NATIVE TyP ! %"CONCRETE o 0 SUBGRADE ANCHORS g EXISTING WETWELL a � � PROFILE SCALE:SHOWN III-1 -17 —I III —I 11, III M 11 11—I IIIII— I-111 iTl III ITi BYPASS PUMPING BAR PORT ELEVATION EMERGENCY GENERATOR BUILDING FLOOR DRAINS LADDER DETAIL DRAWNGISMEASIlFSLflE57 SKEW"EN NOT TO SCALE NOT TO SCALE —1,3G.: NOT To SCALE M02 13 31 ONE-LINE DIAGRAM SYMBOLS PANELBOARDS,SWITCHES,AND EQUIPMENT LIGHTING FIXTURES/DEVICES ABBREVIATIONS LADDER LOGIC SYMBOL LEGEND �\ SPOT - SINGLE POLE,DOUBLE THROW INDICATOR LIGHT RELAY n CIRCUIT BREAKER SERVICE ENTRANCE,SWITCHGEAR, FLUORESCENT FIXTURE SPST - SINGLE POLE,SINGLE THROW INDICATOR LIGHT o XXX YY-CB SIZE&N0.OF POLES MOTOR CONTROL CENTER,OR O RELAY x / DPST - DOUBLE POLE,SINGLE THROW A-AMBER G-GREEN XYZ a ET-ELECTRONIC TRIP PANELBOARD TR-TIMED RELAY F TM-THERMAL MAGNETIC BREAKER WP - WEATHER-PROOF B-BLUE R-RED 123 CR-CONTROL RELAY we n PFI POWEROUND FAULT INTERRUPT C-CLEAR W-WHITE MCP-MOTOR CIRCUIT PROTECTOR w SE-SERVICE ENTRANCE WALL/CEILING MOUNTED FIXTURE dy �4 c q SURFACE MOUNTED PANELBOARD C-CONTROL o GFI-GROUND FAULT INTERRUPTER J-INSTRUMENTATION FLOAT SWITCH m PC-POWER&CONTROL LIMIT SWITCH FUSE O� O CJ . CONTROL&INSTRUMENTATION �O LIMIT SWITCH,NORMALLY OPEN EME RGENCY LIGHT WITH SELF �\ FLOAT STITCH,NORMALLY OPEN FUSED DISCONNECT SWITCH CKT -CIRCUIT PLUG-IN CONNECTION FLUSHED MOUNTED PANELBOARD ® CONTAINED BATTERY C.O.-CONDUIT ONLY N.L. -NIGHT LIGHT FLOAT SWITCH D AL.-ALUMINUM LIMIT SWITCH RTM RUN TIME METER 4em oaoN "rt NXX FIELD CONTROL STATION NTH NEMA O SURFACE OR PENDANT MOUNTED CU.-COPPER �� LIMIT SWITCH,NORMALLY CLOSED FLOAT SWITCH,NORMALLY CLOSED x °gym EA OC MOTOR OPERATION COUNTER REQUIREMENTS. FIXTURE N1 -NEMA 1 N3R-NEMA 3R RECESSED FIXTURE HOA HAND-OFF-AUTO SWITCH '� E�• ' p o SSRVS RTM RUN TIME METER TIME DELAY CONTACT PUSHBUTTON N4-NEMA 4 OC OPERATION COUNTER 7y N45S- NEMA 4 STAINLESS STEEL MD MOTION DETECTOR MRIL MOTOR RUN INDICATION LIGHT TIME DELAY CONTACT,NORMALLY OPEN, PUSHBUTTON,NORMALLY CLOSED SSRVS-SOLID STATE `" � TIME TO CLOSE tJ�I l l REDUCED VOLTAGE STARTER N4F-NEMA 4 FIBERGLASS f\ \ L* *1 N6-NEMA 6 SFIL SEAL FAIL INDICATION LIGHT N12-NEMA 12 GASKETED SFTR SEAL FAIL TRIP RESET PC PHOTO CONTROL CELL OTIL OVER TEMPERATURE INDICATION LIGHT ti MOIL MOTOR OVERLOAD INDICATION LIGHT TIME DELAY CONTACT PUSHBUTTON TIME DELAY CONTACT,NORMALLY �L_ PUSHBUTTON,NORMALLY OPEN ♦� EQUIPMENT MOUNTING STAND VARIABLE FREQUENCY DRIVE FIRE SYSTEM SYMBOLS CLOSED,TIME TO OPEN m H m 3g O O O HEAT DETECTOR INDICATE TYPE BY w w zg 1111111111rRUMENT METER MOTOR STARTER T LETTER THERMOSTAT w z w^ HEATER, WATTAGE NOTED O SMOKE DETECTOR TIME DELAY CONTACT z z z z m TIME DELAY CONTACT,NORMALLY OPEN, Q THERMO SWITCH,NORMALLY OPEN z A B MOTOR STARTER W/OPERATOR A--POWER FACTOR W-WATTMETER AMMETER VAR-VARMETER O TIME TO OPEN w Jo` D FIRE ALARM DISPATCH STROBE ALARM AH-AMPERE-HOUR VARH-VARHOUR METER z'u wr w n Z C D DEVICES ® EQUIPMENT CONNECTION PF w a m a A - HAND-OFF-AUTO mry B - OPERATIONAL COUNTER ❑A FIRE ALARM AUDIBLE/VISUAL ALARM � V-VOLTMETER WH-WATTHOUR METER VOLT AMMETER TIME DELAY CONTACT TIME DELAY CONTACT,NORMALLY THERMOSTAT AH C - RUN TIME METER D - RUN LIGHT M SINGLE PHASE MOTOR. F FIRE ALARM MANUAL PULL STATION VA- CLOSED,TIME TO CLOSE THERMO SWITCH,NORMALLY CLOSED E- FAIL LIGHT HORSEPOWER AS NOTED RACEWAY LEGEND F- EMERGENCY STOP r ADDITIONAL SYMBOLS 5/rr PLAN I)f6END RELAY CONTACT,NO OK KIRK KEY INTERLOCK HP THREE PHASE MOTOR. P PROPOSED POWER FLOWSWITCH Z HORSEPOWER AS NOTED O SOUND SYSTEM SPEAKER RELAY CONTACT,INSTANTANEOUS CHANGE O FLOWSWITCH,NORMALLY OPEN 0 POWER TRANSFORMER TEL PROPOSED TELEPHONE RELAY CONTACT,NO CONTROL POWER TRANSFORMER SINGLE PHASE MOTOR. SOUND SYSTEM VOLUME CONTROL Z HP HORSEPOWER AS NOTED TELM PROPOSED INSTRUMENTATION 0 DOORBELL PRESSURE SWITCH Q TRANSFORMER ELECTRICAL PLUG \ Fo PROPOSED FIBER OPTICS FLOWSWITCH J O FLOWSWITCH,NORMALLY CLOSED m Z VALVE SYMBOLS DUIIDING OPPACUff P'AN I PRESSURE SWITCH,NORMALLY OPEN E6END �� Z Q W CURRENT TRANSFORMER Eh DISCONNECT SWITCH PILOT VALVE SOLENOID 480 VOLT EXPOSED RACEWAY / J = a r 480 VOLT WIRING CONCEALED,UNDERGROUND, Lu PRESSURE SWITCH n ( n Lu W r VOLTAGE TRANSFORMER FUSED DISCONNECT SWITCH EMBEDDED,OR CONCRETE ENCASED RACEWAY N J u ��j� PRESSURE SWITCH,NORMALLY CLOSED 2 POLE SWITCH 7 I yr VALVE — — — — — 120/208/240 VOLT EXPOSED RACEWAY O O J CONTACTOR COMBINATION MOTOR STARTER V V 120/208/240V WIRING CONCEALED,UNDERGROUND, Q T AND DISCONNECT STITCH EMBEDDED,OR CONCRETE ENCASED RACEWAY U N CHECK VALVE LADDER LOGIC LINETYPES � CAPACITOR RECEPTACLES AND JUNCTION BOX SYMBOLS CONTROL OR INSTRUMENTATION EXPOSED RACEWAY CONTROL OR INSTRUMENTATION,UNDERGROUND, COMPONENT INSTALLED r ENGINE GENERATOR OJ CEILING JUNCTION BOX EMBEDDED,OR CONCRETE ENCASED RACEWAY INSIDE ENCLOSURE f 1 N GENERATOR CONNECTION WALL JUNCTION BOX lollCONTROL VALVE COMPONENT INSTALLED ON E 3 POLE SWITCH V LL WV RECEPTACLE l- HOME RUN TO PANELBOARD OR AS INDICATED FRONT OF ENCLOSURE J J CONDUIT RUN,BROKEN AND CONTINUED SAME W SOLID NEUTRAL S J ID FLOOR JUNCTION BOX FORMAT FIELD CONNECTED SHEET OR AS NOTED COMPONENT N � DUPLEX WALL RECEPTACLE,120V SUPERSCRIPT FLEXIBLE CONDUIT WP=WEATHERPROOF X=MEASURED OR INITIATING VARIABLE TB TERMINAL BLOCK G=GROUNDED dd8 Y=READOUT OR FUNCTION CONDUIT RUN.HATCH MARKS INDICATE NUMBER N IG-ISOLATED GROUND XYZ OF CONDUCTORS P&ID BUBBLE IDENTIFICATION CHART ° FFF���III CFI=GROUND FAULT INTERRUPTER ABC Z=MODIFIER o ABC-LOOP NUMBER CALLOUT INDICATING CONDUIT SIZE,NUMBER EXISTING FUNCTION r®~ SURGE PROTECTION DEVICE INSTRUMENT AND SIZE OF WIRE. DOUBLE DUPLEX BUBBLE 1`t GRC,2-#12 O I� INSTRUMENT IDENTIFICATION BUBBLE SPD SURGE PROTECTION DEVICE SINGLE RECEPTACLE,120V 1$A STANDARDS FOR P&ID CALLOUT INDICATING CONDUIT PER SCHEDULE 0 0 (ALTERNATIVE) I_ SINGLE RECEPTACLE,208V XXX O o fp 1st LETTER(MEASURED 12nd LETTER(READOUTI 3rd LETTER FIELD MOUNTED DEVICE OR INSTRUMENT DUPLEX FLOOR RECEPTACLE,120V GROUNDING SYSTEM SYMBOLS ® OR INITIATING VARIABLE) OR FUNCTION) (MODIFIER) CONDUIT BENT UP OR TOWARD m GROUND A ANALYSIS ALARM FRONT PANEL MOUNTED INSTRUMENT OR DEVICE(LOCAL PANEL) $ o �1 SPECIAL PURPOSE WALL RECEPTACLE, B BURNER (BATTERY) (BACK) CONDUIT BENT DOWN OR AWAY FVO RATING AS NOTED C COMMUNICATION CONTROL CLOSED METAL PIPE GROUND D DENSITY (DELAY) O KD o fV CLOCK E VOLTAGE ] CAPPED CONDUIT --------I-------- BACK PANEL MOUNTED INSTRUMENT OR DEVICE(LOCAL PANEL) CONNECTION POINT,EXOTHERMIC WELD. F FLOW FAIL (FLOW) CADWELD OR APPROVED EQUAL. TV TELEVISION G GAS I I GREEN BULB o GROUND ROD SIZED PER N.E.C.USE H HAND MANUAL I HIGH FRONT PANEL MOUNTED INSTRUMENT OR DEVICE(LAB ROOM PANEL) w• EXOTHERMIC WELD CONNECTION AT , TELEPHONE CURRENT(INTRUSION) INDICATE y THE GROUND ROD. J POWER (EQUIPMENT) _ w Z --------------- n PIGTAIL,BARE COPPER,LENGTH AS TELEPHONE/DATA WITH CABLE K TIME CONTROL STATION OPERATOR INTERFACE DISPLAY(LOCAL PANEL) N �v REQUIRED,8'MINIMUM. L LEVEL LIGHT LOW '' y a TELEPHONE/DATA WITHOUT CABLE M MOTION MIDDLE ¢ W CONNECTION POINT,MECHANICAL, N USERS CHOICE I I OPERATOR INTERFACE DISPLAY(LAB ROOM PANEL) � � 'j o • 0 USERS CHOICE I OPEN COMPRESSION TYPE. SWITCH OUTLETS _______________________ ELECTRICAL SITE PLAN SYMBOLS P PRESSURE I (PUMP) I(PRESSURE)O O S STANDARD SWITCH,120VAC, 20 AMP Q QUANTITY(EVENT) TOTALIZE UTILITY POLE AND GUY WIRE R RADIATION (REQ'D) RECORD I RED BULB ENERAL NOT S S SPEED(SMOKE) SWITCH I SOLENOID 3-WAY SWITCH,120VAC,20 AMP 1.THIS IS A STANDARD LEGEND.NOT ALL OF THE INFORMATION SHOWN ON THIS PAGE WILL T TEMPERATURE TRANSMITTER (TRANSMITTER) t" 77 HH MANHOLE OR HANDHOLE 3 W 3WAY ________________ ______ APPEAR IN THIS SET OF PLANS. g 3 N HIE! M �P BURIED POWER VAULT OR MANHOLE r p 3-POSIT ULTI FUNCTION ION SWITCH,120VAC,20 AMP, U MULTI VARIABLE VALVE 2. THESE DRAWINGS ARE DIAGRAMMATIC ONLY; EXACT LOCATIONS OF ELECTRICAL EQUIPMENT HOA ®HOA LABEL SWITCH POSITION V VISCOSITY(pH) SHALL BE DETERMINED IN THE FIELD BY THE CONTRACTOR.THE INSTALLATION OF ALL EQUIPMENT HAND-OFF-MOTION OR PHOTO W WEIGHT X UNCLASSIFIED SHOWN ON THESE DRAWINGS OR DESCRIBED IN THE SPECIFICATIONS SHALL CONFORM TO THE ` >< �T TELEPHONE VAULT OR PEDESTAL Y USERS CHOICE RELAY (TRANSDUCER)TRANSDUCER)I REQUIREMENTS SET FORTH IN THE LATEST EDITIONS OF ALL APPLICABLE CODES AND UTILITY w a $ SINGLE-POLE S PILOT-LIGHTED — I-------- COMPANY STANDARDS.CONTACT THE UTILITY COMPANY REPRESENTATIVES AND VERIFY THEIR ---- �------ F7F FIBER OPTICS VAULT OR PEDESTAL S DOUBLE-POLE S KEY-OPERATED DEE P Z POSITION REQUIREMENTS. g 3.NOTIFY THE ENGINEER IMMEDIATELY IF CONFLICTS IN EQUIPMENT LOCATIONS ARE DISCOVERED 2 K j j SCALE:SHOWN o-0 LUMINAIRE S THREE WAY S LOW VOLTAGE OR IF PROBLEMS ARISE DUE TO FIELD CONDITIONS,LACK OF INFORMATION OR ANY OTHER 3 LV REASON.NO PAYMENT WILL BE MADE FOR CHANGES WHICH HAVE NOT BEEN REVIEWED BY THE 3 t PAD-MOUNT TRANSFORMER S FOUR WAY S MASTER ENGINEER. a" 1' Z" j 4 M DRAWING IS FULL SCALE WHEN S DIMMER •❑ PUSHBUTTON BARMEASURES7 D DWG NO.: SHEET NO.: E01 14 31 �—OUTSIDE z 3of w AUTOMATIC TRANSFER SWITCH,"ATS" r — —� — _ _ — — — — — — — — PROPOSED MAIN SERVICE — — — MOTOR CONTROL CENTER"MCC"480V,3m,4W,600A,42 KAIC WITHSTAND p ag 1A 200/3TM 1H 1E 2A,2G 3A 4A 1K v +° DISCONNECT� n 1 125/3 170/3 170/3 l20/3 — J P6 I NEUTRAL J /TM /TM /TM /TMT. P ° 200/3 DIGITAL I �tg � � I,j /TM, P5 PROPOSED STANDBY METER SE — GENERATOR I 0 15 kVA C1— —S—PD 30,208I1-20 V —6— — IiI • QH 3Zrc g 5% 5% REACTORS REACTORS Z� 20013 zzw TM _- �— zuPROPOSED UTILITY METER 208/12 80KW I REAC5. TORS REACTORS zUw EXISTING POLE-MOUNTED Z TRANSFORMERS PROPOSED Z GROUND PER P g^r �m1d m0n Ps P13 0 N.E.C. INSIDE H J ��gg�� — — — — — — — — NEMA 4X SS POWER JUNCTION ♦� BOX MOUNTED INSIDE Zcc Q Q EXISTING PRIMARY 4801277 VOLT EXTERIOR ENCLOSURE. J = SERVICE POWER HAND HOLE,SEE z W 0 DWG NO.E03 FOR MORE cm INFORMATION LL Z 0 O Lu EXTERIOR ION ~ J BOX ENCLOSURE NEMA 4X SS INSTRUMENTATION N AND CONTROL JUNCTION BOX V LV PROPOSED SEAL-OFF, MOUNTED INSIDE EXTERIOR W Z TYPICAL ENCLOSURE. J 0 P10 P11 P12 STATION LOAD CALCULATIONS a z PUMP 1(30 HP) 40.0 A X 1.25= 50.0 AMPS PUMP 2(30 HP) 40.0 A X 1.00= 40.0 AMPS a�v LIGHTING TRANSFORMER(15 kVA) 18.1 A X 1.00= 18.1 AMPS BUILDING HEATER(3 KW) 3.6 A X 1.00= 3.6 AMPS TOTAL 111.7 AMPS o S/N ERVICE 30 HP 30 HP ENTRANCE LIGHTING DISCONNECT TRANSFORMER ELECTRICAL NOTES $ SWITCH PUMP 1 PUMP 2 1.PROPOSED FUSING OR CIRCUIT BREAKER PER SURGE PROTECTION DEVICE MANUFACTURER'S RECOMMENDATION. o GND BUS #6 MIN. 2� 2.SEE GROUNDING DETAIL,THIS SHEET. w Z o #4 MIN. #4 MIN. wET wEL-L-VAUlrGL-)55 3.GROUND ROD PER N.E.C.(TYPICAL).SEE DWG N0.E08 FOR � �ON �� j DETAIL. w N S o REBAR MAT WATER PIPE xx 4.SEE DWG NO.E12 FOR CONDUIT AND CONDUCTOR SCHEDULE. LL 3 0 x 5.SEE DWG NO.E12 FOR ELECTRICAL EQUIPMENT SCHEDULE. PROPOSED UFER O o CONNECTION g 6.STUB UP SPARE CONDUIT AT MCC FOR FUTURE PUMP 3. > GROUNDING NO SCALE ONE-LINE DIAGRAM Y NOT TO SCALE g SCALE:SHOWN a r r DRAWING IS FULL SCALE WHEN BAR MEASUflES 2' DWG NO.: SHEET NO.: E02 15 31 QHP oHl oHVP oHv o °HP °HP °HP -a ELECTRICAL NOTES xx 1.SEE DWG NO.E12 FOR CONDUIT AND CONDUCTOR SCHEDULE. EXISTING UTILITY POLE AND OVERHEAD TRANSFORMERS (� 2.SEE DWG NO.E12 FOR ELECTRICAL EQUIPMENT SCHEDULE. 3.SEE DWG NO.E04 FOR UNDERGROUND CONDUITS BETWEEN GENERATOR BUILDING AND WET WELL,VALVE VAULT,AND METER VAULT. 4.CONTRACTOR SHALL COORDINATE SECONDARY POWER REQUIREMENTS WITH SNOHOMISH COUNTY PUD.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK NOT PERFORMED BY PUD. �q 5� 5.PROPOSED POWER HAND HOLE BY PUD.CONTRACTOR SHALL PROVIDE EXCAVATION AND P 1 o RESTORATION FOR INSTALLATION OF HAND HOLE PER PUD REQUIREMENTS. da�Jt� y 6.PROPOSED UNDERGROUND SECONDARY POWER SERVICE TO POWER HAND HOLE, P1 . �r CONTRACTOR SHALL PROVIDE EXCAVATION AND RESTORATION FOR INSTALLATION OF SECONDARY POWER SERVICE,AND SHALL PROVIDE AND INSTALL CONDUIT TO POWER HAND HOLE.PUD SHALL PROVIDE AND INSTALL CONDUCTORS FOR SECONDARY POWER SERVICE TO Uti POWER HAND HOLE. rcrc� �2 . WZF Wm Z Z Z Z K ti . t7Q W 5 ZJU Ww d K�mN Z Z Lr O r Z za a 204TH STREET NE P, J w Lu � m m a N Fn LL Z J Oo a U U - Lu POWER Lu HAND HOLE Lu MAIN SERVICE DISCONNECT METER VAULT UTILITY METER  I o 8 VALVE D VAULT PROPOSED ASPHALT GENERATOR g N ACCESS/PARKING AREA BUILDING w Z C O . .W. . . W I a J N J� o EXTERIOR JUNCTION BOX W ENCLOSURE EXISTING WET WELL o ACCESS HATCH,TYP. � � S FF Y � ` � � g ELECTRICAL SITE PLAN scALE:sHowN DRAWING IS FULL SCALE WHEN BAR MEASURES 7 DWG NO.: SHEETNO.: E03 16 31 PgD � n POWER HAND HOLE.SEE ELECTRICAL SITE PLAN DWG NO.E03 FOR DETAILS. rcrc� Zg Zo N TELEMETRY PANEL,"RTU^ METER VAULT PANEL"L", MOTOR CONTROL SPACE FOR FUTURE z z w z P2 MCC SECTION FOR VENTILATION CONTROL . z a u z THIS SECTION CENTER,"MCC" z u wn u C17 FUTURE PUMP 3 P16 PANEL,"VCP" Ic m� RTU„ " J I f U C16 MCC,.{ v J C15 D MAIN SERVICE l Ci9 © J3 DISCONNECT 0 I "RTU" C5 J5 C22© MAN DOOR Q Q "RTU" VALVE VAULT P3 J4 I /Z� Z V ACCESS HATCH 1 Pie p14 06 g I TU O ~ cn CL15N 10 1N10 2AREA OUTLINE,TYP. UTILITY 1 "M-CP" /�R J_ Q METER ATS' STANDBY GENERATOR. v m Z "M-CP° SEE DWG N0.El FOR "VCP" © c8 G1h551 cQQ18 Z DETAILS. = Q DNI510N AREA "RTU" C3 C21 J W DOUBLE DOOR RTU VCP" m Z Ci "RTU" M EXHAUST LOUVER Q N O Z GLAN I 4 LL Z P Q °� o pN151oN1A�eA © O J CP O � r PUMP NO.2 ra „RTU" P18 m , LL ° °�° ° O O P EXHAUST LOUVER ACTUATOR, V N J6 C4 "LA2",120VAC,10 a2 PUMP N0.1 � C2 'MCC., — — — — — — M — — ° o MLEVEL P21 MISSION CONTROL "VCP" L'� P20 J �° , TRANSMITTER I PANEL,"M-CP" C 'MCI" LJ J © = O MOUNTED P6 BENE C20 J ATH"ATS" AUTOMATIC Q P13 "RTU" TRANSFER O J o 0 MCC.. SWITCH,"ATS" s F cs d GENERATOR BATTERY — _ C14 WET WELL I I P7 � J2 i CHARGER"VCP" .. �.--;.:— c O —►"RTU" P12 I c9 P9 P8 — INTAKE LOUVER RADIO ANTENNA CIRCUIT JS ,SEE o P11 I Ji — INTAKE LOUVER ACTUATOR, ELECTRICAL DETAILS FOR ANTENNA P10 CID C11 "LA1",120VAC,10 REQUIREMENTS. M o — _ I EXTERIOR JUNCTION BOX — — — — — — — I ENCLOSURE.SEE DWG NO. g — — — — — — — — — — — JJ E09 FOR DETAILS. 0 wN ELECTRICAL NOTES N O 1.SEE ELECTRICAL SITE PLAN DWG NO.E03 FOR CONTINUATION. LLJ a J N 2.GROUND ROD PER N.E.C.(TYPICAL). USE EXOTHERMIC WELD CONNECTION AT THE LL CC F GROUND ROD.SEE DWG NO.E08 FOR DETAIL.LOCATE GROUND RODS 2'MINIMUM FROM z BUILDING FOUNDATION. POWER DISTRIBUTION AND SIGNAL PLAN 3.CONNECTION TO REINFORCEMENT GRID(TYPICAL OF 2 LOCATIONS).SEE DWG NO.E08 1/2 =1-0 FOR ADDITIONAL DETAIL. � o 4� 4.CONFIRM ALL CONDUIT STUB-UP LOCATIONS WITH GENERATOR MANUFACTURER. a o 5� 5.BOND GROUND SYSTEM TO WATER PIPING. it Y XX 6.SEE DWG NO.E12 FOR CONDUIT AND CONDUCTOR SCHEDULE. �I g 0 7.SEE DWG NO.E12 FOR ELECTRICAL EQUIPMENT SCHEDULE. SCALE:SHOWN P 1' 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 7 DWGNC.: ITNO.: E04 17 31 e N4� z TELEMETRY PANEL,"RTU" PANEL"L",THIS SECTION Pfs3'.s M z SPACE FOR FUTURELiZ11 VENTILATION CONTROL MOTOR CONTROL MCC SECTION FOR PANEL,"VCP" CENTER,"MCC" FUTURE PUMP 3 PC PHOTOCELL TO CONTROL OUTDOOR BUILDING LIGHTS OA „L„f �..� WHEN IN"AUTO"POSITION w z o L" MAN DOOR Z Z z Z m e ti MAIN SERVICE DISCONNECT L""L 5 . z a W i 3 a II ZJU Wn Wn 2 W d N "L"11 9 a m UTILITY "L"� �+ IA3 ]A2 METER GFI 4 WP - - - - Al Z x GFI Z Q 0 2 4 0 J t WP z � a O _ uj EXHAUSTLOUVER J J Aa Z Q Q Ir a w DOUBLE EMERGENCY BUILDING S D GENERATOR Z W DOOR GENERATOR O Q - - - 2 L -0 Al 2 0 B U N Z INTAKE GENERATOR BATTERY a - LOUVER CHARGER u- WET WELL J Z LEVEL TRANSMITTER MOUNTED BENEATH"ATS" AUTOMATIC TRANSFER MISSION CONTROL PANEL,"MC-P" SWITCH,"ATS" o No EXTERIOR JUNCTION �'®� BOX ENCLOSURE o LIGHTING AND RECEPTACLE PLAN o 1/2„=V_0., 0 wN w Z 0o ELECTRICAL NOTES < N j o 1.PROVIDE AND INSTALL LABELS FOR ALL LIGHT SWITCHES.LABELS _ W CC SHALL INDICATE THE DEVICE CONTROLLED BY THE SWITCH. z 0 2.LOCATE ALL LIGHT FIXTURES,SWITCHES,AND DEVICES IN LOCATION SHOWN ON THE PLANS USING ENGINEERING SCALE.ADJUST LOCATION AS NECESSARY TO AVOID INTERFERENCE WITH OTHER EQUIPMENT. A A - 3� 3.DOUBLE GANG BOX AND SWITCH RECESSED IN WALL. a 4.SINGLE GANG BOX AND SWITCH RECESSED IN WALL. - Y � A# 5.SEE DWG NO.E12 FOR LIGHTING FIXTURE SCHEDULE. It � � g 0 6.SEE DWG NO.E12 FOR ELECTRICAL EQUIPMENT SCHEDULE. SCALE:SHOWN o r r DRAWING IS FULL SCALE WHEN 94RMEASURES7 DWG NO.: SHEETNO.: E05 18 31 vv pox v2� 4 NAMEPLATE Cl ti NNN 20 PROPOSED MOTOR 6,8' DISCONNECT SWITCH rc y CONTROL CENTER"MCC" Z W" WITH DEPTH EQUAL TO 20" 1 2 3 4 z o Z" m mn rc�m� MCC CONTROL DEVICES A- MCC SECTION NAMEPLATE SCHEDULE N 1A MCC MAIN DISCONNECT Z J B 1E POWER MONITOR 0 Q 1H SURGE PROTECTIVE DEVICE(SPD) Z a C iK BUILDING HEATER DISCONNECT Fmwl RUN-TIME METER O W 2A LIGHTING PANEL 1" J Q D 2G LIGHTING TRANSFORMER Z Q W PUMP, VFD KEYPAD MODULE �7r Fn cc E- RUN TIME METER START COUNTS MJM W Z 0 EMERGENCY STOP START COUNTS I.L F- PUMP RUNNING W ® ® ® 3A PUMP FAULT Q N U ® ® PUMP 1 HAND-OFF-AUTO LL Z G- EMERGENCY STOP O J PUMP OVERTEMP 0 PUMP SEAL FAIL O H- O ALARM RESET ` Q PUMP 2L r - e e RUN TIME METER START COUNTS EMERGENCY STOPPUMP O 4A PUMP FAULT NG J U PUMP 2 HAND-OFF-AUTO HAND-OFF-AUTO SWITCH PUMP RUNNING LIGHT K_ EMERGENCY STOP PUMP OVERTEMP PUMP SEAL FAIL DoO L ALARM RESET- O 7:Nl _ EMERGENCYSTOP ;®� C M PUSHBUTTON EMERGENCY STOPLIGHT v C O CONCRETE 4 Fo o � HOUSEKEEPING PAD PUMP SEAL FAIL LIGHT PUMP FAULT LIGHT MOTOR CONTROL CENTER LAYOUT 0 PUMP OVERTEMP LIGHT ALARM RESET PUSHBUTTON O bl� w y w Z q O ¢ y TYPICAL VFD PANEL LAYOUT E (PUMP 1, PUMP 2) NOT TO SCALE 0 S � Y � g SCALE:SHOWN a r 22 DRAWING IS FULL SCALE WHEN BAR MEASURES 7 DWG NO.: SHEET NO.: E06 19 31 480V,3 PHASE k, - � - - - - MOTOR STARTER EQUIPMENT IN MCC,SEE SPECIFICATIONS - - - x CB M n F FU z I I FU 480 VAC FU 140 VAC,10,CPT viv°D o LINE g7C•r \ REACTORS ,a i (L po n q BACKUP FLOAT CONTROL IN RTUrd3s RESET MINICAB 24P8 24N 2120VAC 120VAC 10 I T2 5 ISR177 m m m zo rcrcr 0 o I MOTOR CR LOW LEVEL ALARM w w Zg T1 VARIABLE FREQUENCY 1 CT 3 - -0 W zP 3 m DRIVE 120VAC CUTOFF LOW FLOAT I . w a_ i Jo o-- ISR2 z1u wr wn 4 CR wam = ^ OVERTEMP o PUMP OVERTEMP CR rc m I 1 ALARM I HH HIGH LEVEL ALARM 11120VAC LEAK 8 -0 0- I CUTOUT R "PUMP OVERTEMP" I HIGH FLOAT I LOAD SEAL FAIL 9 OR PUMP SEAL FAIL o- J Z REACTORS 1 2 ALARM OS TYPEPUP O R "PUMP SEAL FAIL" TR DOWN ONE-SHOT TIMER z rj RELAY r ONE SHOT PROGRAMMABLE TIMING RELAY.PROGRAM TO ENERGIZE CONTACT FOR 0-60 MINS(SET IN FIELD)WHEN A START SIGNAL IS APPLIED THEN m �R CR 3 FAN RETURN TO ITS ORIGINAL STATE. Z Q V COOLING FANS J TS-1 AS REQUIRED W Q TR 1 PUMP 1 CALL cc ------- PUMP MOTOR 11, — ---- 2 0-60 SECONDS SET IN FIELD LL 0 MTR EMERGENCY O 0 T R "EMERGENCY STOP" ~ O TR PUMP 2 CALL Q J 3 0-60 SECONDS F__ J SET IN FIELD f' (/� O ENABLED O RPUMP RUNNING _1 24P8 24N Z OFF VFD "ELAPSED TIME TR 2 TR 3 HAND AUTO RUN (HOURS)" � - r /u FROM RTU PUMP CALL "START COUNTS" � UREMOTE VFD START CR 1 _"PUMP RUNNING" - II- II - III I1 C ❑ C7 C7 ❑_ - - - - MCC z TR 2 0� OR 1 FAULT _t R "PUMP FAULT" BACKUP FLOAT BACKUP FLOAT aw JI BACKUP PUMP 1 CALL PUMP 2 CALL PUMP CALL _ _ FROM PTO OR PUMP FAULT m 4 DIAGRAM 2: BACKUP FLOAT CONTROL LOGIC - O --------------- --- ---' I I I --------- HMI DONOR I NO SCALE n ETHERNET $ o m I I I I WIRING TO RTU j PUMP IN HAND I I SPEED _, I INDICATION _______________ _______ II I I I I __ I I I I SPEED _______________ _ i I I I o CONTROL w y VARIABLE W Z FREQUENCY DRIVE 0 CR 1 OR 2 OR 3 OR 4 ELECTRICAL NOTES W 3 cCC0 1.THE TYPE OF PUMP PROTECTION RELAY MAY VARY DEPENDING ON THE SELECTED PUMP z MANUFACTURER.CONTRACTOR SHALL PROVIDE AND INSTALL THE APPROPRIATE PUMP PROTECTION RELAY EQUIPMENT AS RECOMMENDED BY THE PUMP MANUFACTURER. b T] b b ELI E� b ELI ELI ELI ❑ R u CONTROL WIRING SHALL BE MODIFIED AS NECESSARY TO ACCOMMODATE THE PROVIDED w PUMP IN PUMP IN — PUMP PUMP SEAL FAIL PUMP RUN PUMP FAULT — — — — — —4-20mA 4-20mA E — PUMP PROTECTION RELAY AT NO COST TO THE OWNER. y HAND AUTO OVERTEMPERATURE SPEED SPEED S g CONTROL INDICATION o DIAGRAM 1: PUMP 1, PUMP 2 Y NO SCALE g SCALE:SHOWN 0" 2' DRAWING IS FULL SCALE WHEN BAR MEASURES 7 DWG NO.: SHEET NO.: E07 20 31 SMOKE RTU DETECTOR � CADWELD TYPE TA. F 24V4[-] -- ---------------0(1)+IN CADWELD CABLE TO CADWELD TYPE RR. I \ CABLE TEE CADWELD END CABLE TO COPPER "�v s 4t' N 24V-[I------- -- 1 I 7(2)+OUT 1 CONNECTION. UPPER REBAR CONNECTION. CONDUCTOR I REBAR --- - ---- E(3)IN/OUT COPPER CONDUCTOR SMOKE +O--------------- ---------0(4)A / SURFACE T PgD ALARM MOUNTEDJ-BOX. - -------r---------\--0(5)A SPLICE a. ; - - / MANUFACTURER'S SWITCH WIRE TO GRC CONDUIT STRAPPED TO V FIELDWIREIN GROUND TEE DETAIL GROUND REBAR DETAIL WALL WITH STAINLESS STEEL JUNCTION BOX. NOT TO SCALE NOT TO SCALE PIPE CLAMP DIAGRAM 3: BUILDING SMOKE DETECTOR CIRCUIT ° LIQUID LEVEL SWITCH.SET p NO SCALE TO SWITCH WITH 1/2"OF CADWELD TYPE XA. p F ?m o G CADWELD CABLE TO WATER ON FLOOR. CADWELD TYPE GR w w" z g CADWELD CABLE TO CABLE CROSS w z m h CONNECTION. zZz W^ah COPPER CONDUCTOR GROUND ROD CONNECTION. -z w 3 7 Q_ W 10 ZJ Wrd� p p p rc�m� 518"X&COPPER COPPER L VENTILATION CONTROL PANEL,"VCP". GROUND ROD. CONDUCTOR N SIZE NEMA 12 ENCLOSURE TO FIT CONTROL EQUIPMENT (TYPICAL) FLOOD SWITCH DETAIL o NOT TO SCALE"L"20ACKT( GROUND TEE DETAIL GROUND CROSS DETAIL Z ~ _ OFF O NOT TO SCALE NOT TO SCALE /� J HAND�AUTO J CR LOUVER ACTUATOR 'VV..R// — m START SIGNAL 1 CALL Z Q a FROM GENERATOR J = Lu uj �OLING THERMOSTAT CDQ - -- o---�- 00 Q I CB I o-- 120P 120N - cc UN ~ NORMALLY OPEN, H 0 20A POWER TO CLOSE PROPOSED CONCRETE LL J CRi-1 INTAKE LOUVER J o M ACTUATOR,"LA1" GRADE COVER. W NORMALLY OPEN, CR1-2 20A POWER TO CLOSE PROPOSED CONCRETE EXHAUST LOUVER GROUND ROD PROTECTOR 13" o MOB ACTUATOR,"LA2" DEPTH X 12"HEIGHT WITH r i COVER.PIPE INC.#12R-12A& INTAKE LOUVER EXHAUST LOUVER 12R-12T,OR EQUAL. a POSITION SWITCH POSITION SWITCH L N �o-ti o- o- 2 120V 5/8"xV LONG COPPER o GROUND ROD. ON NUMBER OF FIXTURES G LOUVERS OPEN" L VARY DEPENDING ON o o HANDSWITCH OFF CIRCUIT. 0-5 MINUTES SET @ 1 MINUTE AUTO PHOTOCELL-] $ CR1-3 CR2 TR PROVIDE ONIOFFIAUTO 1 TOGGLE SWITCH.PHOTOCELL WALL-MOUNTED OUTDOOR I SHALL CONTROL LIGHTS IN PHOTOCELL w y TR1-1 AUTO POSITION. w Z R LOUVER FAIL q O TO OPEN" Ln DIAGRAM 5: OUTDOOR BUILDING LIGHTING CIRCUIT GROUND ROD DETAIL _ CC NOT TO SCALE CR1-4 TR1-2 NO SCALE a z RTU LOUVERS OPEN LOUVER FAIL TO OPEN c Y � W � g DIAGRAM 4: VENTILATION CONTROL PANEL, "VW" ¢ NO SCALE SCALE:SHOWN DRAWING IS FULL SCALE WHEN BAR MEASURES 7 DWG NO.: SHEETNO.: E08 21 31 NEMA 1 SS ENCLOSURE,20" , DEEP. �q q� INTRUSION SWITCH.MOUNT PER MANUFACTURER'S RECOMMENDATIONS. KEY LOCK HANDLE NATIVE MATERIAL COMPACTED TO RED ELECTRICAL WARNING 95%PER ASTM D1557 OR AS TAPE CENTERED OVER REQUIRED PER PLAN EACH CONDUIT IN TRENCH FINISH SURFACE PER PLAN D COLOR MATCH TO i (TYP) tix o BUILDING DOORS \\\\, o roeq`M1 '"a h STUD MOUNTED SS GRATING ON FRONT AND SIDES OF EXTERIOR PANEL ENCLOSURE. \ tg c \ z o SECURE TO CONCRETE PAD COVER OVER WITH 1l2"SST CONCRETE r HIGHEST CONDUIT ANCHORS,TYP.EMBED 3"MIN. IN TRENCH Q' 3" dti SAND BEDDING MATERIAL N N N zg r ELECTRICAL CONDUIT NUMBER AND MINIMUM DEPTH BELOW BOTTOM OF DEEPEST SIZE VARY AS PER SITE PLAN. z z z z a h 2TMPR CONDUIT INSTALLED IN MAINTAIN 12"SPACING BETWEEN . a m i o L 4 P) ( ) TRENCH TELEMETRY CONDUITS AND OTHER z 0 w£w ' CONDUITS. • B TYPICAL ELECTRICAL TRENCH DETAIL u II,,1 #5 @ 12'O C EW i\ NATIVE OF STRUCTURAL CENTER IN SLAB ', r3 r3'J r3 r; r ;;r n3 r3 n3: r 3 r3. n3' i%i FILL COMPACTED TO95% NOT TO SCALE \\\\\\ xx, MAX DRY DENSITY PER NOTE:BURY DEPTH OF CONDUIT AND HORIZONTAL SPACING SHALL Z -�i� i�i� � � � � � � � � � � � � � � � � � � � � � ��i�i�i MODIFIED PROCTOR BE CONFIRMED WITH SERVING UTILITY BEFORE CONSTRUCTION. 6"MIN CRUSHED BASE ,,°,, „ „ „ „ „ „,,„,,„;,„;, ,,�,:; BUILDING INTRUSION SWITCH DETAIL _ COURSE COMPACTED TO �� NOT TO SCALE Z � FIRM AND UNYIELDINGCONDITION. EXTERIOR JUNCTION BOX ENCLOSURE UNDISTURBED NATIVE SOIL O = ELEVATION DETAIL z a J ,.I"_ -O" a Lu m W QN 0 LL Z J INSTRUMENTATION AND 0 Q POWER TERMINAL BLOCKS, CONTROL TERMINAL >' Q U TYPICAL AS REQUIRED. BLOCKS,TYPICAL AS PROPOSED TERMINAL REQUIRED. BLOCK WITHIN JUNCTION BOX ENCLOSURE V 2'-0" 2'-0" INSTRUMENTATION AND ROOF TRUSSES TYP Lu POWER JUNCTION BOX. CONTROL JUNCTION BOX. o GALVANIZEDC-CHANNEL OFFSET J J NEMA 4X SS ENCLOSURE, o BRACKET.SECURE CONDUIT TO Lu 12"DEEP.SECURE TO NEMA 4X SS ENCLOSURE, FIELD WIRE BRACKET. EXTERIOR PANEL. 12"DEEP.SECURE TO o CONNECTIONS GRC CONDUIT(TYPICAL).CONDUIT EXTERIOR PANEL. SHALL BE NEATLY AND EQUALLY 2-4- 2'-0" CABLE,LENGTH AS o SPACED.CONDUIT SHALL BE o GROMMETED CABLE NECESSARY TO REACH PARALLEL WITH WALLS. FITTING,TYPICAL.SEE GROMMETED CABLE TERMINAL BLOCK �� " P�v` DETAIL THIS SHEET. FITTING,TYPICAL.SEE 11 DETAIL THIS SHEET. TYPICAL WALL-MOUNTED ENCLOSURE POWER CABLE WITHrr, o CONDUCTORS INSIDE OVERALL JACKET P9 C11 TERMINATION (MANUFACTURER CABLE) BOX ENCLOSURE m Pa J2 1.)SIZE AND NUMBER P7 OF CONDUIT VARIES. SEAL,TYP. 2.)THIS DETAIL TYPICAL FOR ALL SURFACE 9 CORD GRIP(CGB),SIZE MOUNTED CONDUIT. o TO CABLE DIAMETER FLOOR(TYP) w N w Z q p CABLE FROM WET WELL(TYP.) < W N z P10 �� SURFACE MOUNTED CONDUIT > o W P" C9 DETAIL ` °` 1. C10 P12 NOT TO SCALE o o o � TO WET WELL TO WET WELL PERMANENT WIRING FROM TO"MCC" TO"RTU" PERMANENT WIRING FROM "MCC"(WITH PERMANENT "RTU"(WITH PERMANENT CABLE TRANSITION DETAIL (TYPICAL) S EXPLOSION-PROOF SEAL EXPLOSION-PROOF SEAL NOT TO SCALE FITTING) FITTING) Y g INTERIOR JUNCTION BOX ENCLOSURE ¢ SCALE SHOWN ELEVATION DETAIL NOT TO SCALE ° I 2 DRAWING IS FULL SCALE WHEN BAR MEASUflES 2' DWG NO.: SHEET NO.: E09 22 31 i 3o N q� e w e 4 ACCESS HATCH S.S.1"X3"EYEBOLTS,S.S. SPRING TYPE CARABINER. USE SST UNISTRUT,SPAN S.S.TO SUPPORT CABLES. ACROSS AVAILABLE SPACE 3/8"0 SST EYE BOLT,NUT, IN WETWELL.MOUNT TO AND ANCHOR 4-HOLE SST"L"BRACKET. SST CARABINER SIZED TO , FIT LIFTING CABLE PROVIDE CABLE SLACK TOdi" a ALLOW FLOAT ELEVATION a CHANGE OF 1',TYP. ALL RACEWAYS SHALL y m m z o SLOPE TOWARDS WET rc u WELL AT 5 DEGREES. w w m z g wzF yam zzz z 3N .9aw Wfo zIu wrdn w a m ANTENNA FEED LINE OMNIDIRECTIONAL RADIO ANTENNA, 6"DIA.SCH 80 PVC PIPE. PROVIDE STRAIN RELIEF,TYP. • m N TO BE INSTALLED PER INSTALL CONDUIT MANUFACTURER'S BUSHINGAND RECOMMENDATIONS USING STAINLESS STEEL CABLE WEIGHT,TYP. LB CONDUIT BODY WITH MANUFACTURER'S BRACKET. SECURE TO WALL WITH CABLE HANGER,TYP. FLOAT SWITCH SHALL BE CORD GRIP BUSHING STAINLESS STEEL CLAMPS POWERED BY INTRINSICALLY Z AT 36"OC. SAFE RELAY PER ANSIIUL 913. 0 Z 1/8"DIA.SS CABLE FOR TRANSDUCER O SUSPENSION.PROVIDE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. a ~ J N 1V GALVANIZED RIGID Z Q J STEELx12"LONG TRANSDUCER J = Q MALLEABLE IRON OR STEEL CABLE W 2"RIGID GALVANIZED STEEL. REDUCER W HEIGHT OF OVERALL ANTENNA TO Q N Q BE DETERMINED BY ANTENNA FLASHING O MANUFACTURER. J " OQ U U cl) LL Lu J J U"CLAMP GRS CONDUIT TO ° NOTE:COORDINATE ALL WET WELL W PROPOSED TO CONDUIT PENETRATIONS WITH CONDUIT"T"FITTING "M_CP.. WET WELL LINER MANUFACTURER AND INSTALLER. o a EXTERIOR CMU WALL "U"CLAMP;FASTEN TO CMU WALL AND PROVIDE BLOCKING AS REQUIRED a #6 BARE COPPER GROUND TO GROUNDING SYSTEM. o 9° GLA551 0 DNI510N I AREA BLOCKING BUILDING 1"DIA.TYPE 316 SS PIPE e ANTENNA INSTALLATION DETAIL w Tn cd z NOT TO SCALE 0 a N z LEVELTRANSDUCER i > _ W 2„ 45°BEVEL-CUT BOTTOM OF PIPE d STARTING AT CENTERLINE _ � o WET WELL TRANSDUCER AND FLOAT SWITCH DETAILNOT TO SCALE W SCALE:SHOWN z 2• DRAWING IS FULL SCALE WHEN BAR MEASURES 2' OWG NO.: SHEETNO.: E10 23 31 PROVIDE FLASHING AS SUPER CRITICAL GRADE SLIM LINE EXHAUST SILENCER WITH 2" REQUIRED TO SEAL VENT THERMAL PACKING BY GT EXHAUST OR EQUAL.SIZE AND TYPE MOTOR CONTROL TELEMETRY PANEL,"RTU" ROOF PENETRATI SHALL MEET APPROVAL OF ENGINE GENERATOR MANUFACTURER i ONS M MAIN SERVICE CENTER,"MCC" AND THE NOISE CRITERIA LISTED IN THE SPECIFICATIONS.PROVIDE N F DISCONNECT STAINLESS STEEL TAP AND BRASS BALL VALVE AT LOW SPOT IN EXHAUST FOR DRAINING CONDENSATION.PROVIDE ALL EXHAUST ? WITH PIPE SUPPORT SYSTEM. UTILITY VENTILATION CONTROL o METER PANEL,"VCP" 9"CLR.MIN. _ r STAINLESS STEEL ~✓ oN CAUTION SIGN SECURED CUSTOM DUCT DOOR PROVIDE VENTING(TYP.OF 3)FOR STANDBY EXHAUST PIPE,TYP. TO EG SET.SEE DETAIL AND BELLOWS GENERATOR SUB BASE FUEL TANK.PROVIDE THIS SHEET. FLAME ARRESTERS AND RAIN CAPS ON ALL EG EXHAUST VENTS.VENTS SHALL TERMINATE MIN.12' S S EG EXHAUST FAN AND 20 GAUGE FLEXIBLE EG CONTROL PANEL FAN ABOVE GRADE AND MIN S FROM ANY BUILDING SHEET METAL ADAPTER(BELLOWS).BOLT AND CIRCUIT T-O" OPENING.SECURE AND BRACE VENTS AS FLEXIBLE ADAPTER TO THE METAL LIP OF THE BREAKERS EG EXHAUST NECESSARY FOR WIND AND STRUCTURAL LOAD. FLEXIBLE EXHAUST EXHAUST FAN USING 1/4"BOLTS. LOUVER BELLOWS BY GT ROUTE VENTS TO AVOID CONFLICT WITH ILI ti EB1 STRUCTURAL MEMBERS OF BUILDING. EXHAUST OR EQUAL m�^ 3m rcrc� wWf zg DOOR zzz wm¢y — — — — _z z 3m Wg ,g ZJl7 r W SS'., EG EXHAUST LOUVER m N E11 A O GENERATOR BATTERY Z STANDBY CHARGER PROVIDE 18"W X 16"H X 4' Q GENERATOR THICK HINGED,GALVANIZED Z STEEL PLATE ACCESS DOOR WITH RUBBER GASKET AND Q cn -- Dr HANDLE FOR ACCESS TO J F_jTHE LOUVER ACTUATOR. J APPROVED FOR CONSTRUCTION J = CUSTOM DUCT AND LEVEL AUTOMATIC MISSION CONTROL PANEL BELLOWS TRANSMITTER EG W W TRANSFER cr cc MOUNTED JAMES X.KELLY,PE SWITCH,"ATS' ENGINE GENERATOR - SIDE ELEVATION � STAINLESS STEEL PITCHED VENTILATED Q a BENEATH"ATS" PUBLIC WORKS DIRECTOR E11 ROOF THIMBLE ASSEMBLY WITH RAIN cc CITY OF ARLINGTON ENGINE GENERATOR - PLAN /2. - GUARD.GT EXHAUST OR EQUAL. LL ZO O 1/2"=1,-O" ---- DATE APPROVED STAINLESS STEEL RAIN CAP WITH PROVIDE ALL NECESSARY STAINLESS STEEL MOUNTING Q Q FLASHING,TRIM AND CAULKING HARDWARE.GT EXHAUST OR EQUAL. H cc AT ROOF PENETRATION. V u) W BLOCK LETTERING 3"HIGH WHITE BLOCK SEE MOUNTING DETAIL ON STRUCTURAL LL Lu Z TYPICAL BOTH SIDES LETTERING. DRAWINGS FOR EXHAUST PIPE SUPPORT ROOF OUTLINE J OF SIGN. CONNECTION TO ROOF TRUSSES. 2"HIGH WHITE BLOCK CA TIO LETTERING. AUTOMATIC.` EQUIPMENT MA 20 GAUGE SHEET METAL DUCT.FORM THE FLEXIBLE o °t SHEET METAL ADAPTER TO THE DISCHARGE i START AT ANYTIME. ACOUSTICAL LOUVER.BOLT TO LOUVER AROUND EAR PROTECTION REQUIRED. PERIMETER OF DUCT USING 1/4"BOLTS.SECURE TO RED FIBERGLASS SIGN. FLEXIBLE ADAPTER USING SHEET METAL SCREWS. SIZETOFITCAUTION SIGN DETAIL LETTERING. o LETTERING. NOT TO SCALE � o ELECTRICAL NOTES $ 1.ALL PIPE PENETRATIONS SHALL BE GROUTED WITH NON-SHRINK GROUT UNLESS NOTED OTHERWISE. o 2.ALL EXHAUST PIPING SHALL BE STAINLESS STEEL.SILENCER SHALL BE STAINLESS STEEL. w N SIZE AS RECOMMENDED BY ENGINE MANUFACTURER. O J in 3.ALL STAINLESS STEEL USED IN GENERATOR ROOM SHALL BE TYPE 304. > W cc 4.CONTRACTOR SHALL MAINTAIN 9"OF CLEARANCE BETWEEN THE CEILING AND THE N ALUMINUM JACKET AROUND THE EG EXHAUST. o 5� 5.STAINLESS STEEL EXHAUST PIPE,SIZE AS RECOMMENDED BY ENGINE MANUFACTURER AND SUB BASE - TO MAINTAIN EXHAUST GAS VELOCITY OF 225 FEET PER SECOND OR LESS.PROVIDE 1" FUEL TANK W FIBERGLASS EXHAUST INSULATION BLANKET.BLANKET SHALL BE RATED TO WITHSTAND A a 3 MINIMUM TEMPERATURE OF 1200"F.WRAP ENTIRE INTERIOR EXHAUST PIPING(INCLUDING BELLOWS)WITH INSULATION BLANKET;DO NOT WRAP SILENCER.PROVIDE EXHAUST WITH PIPE SUPPORT SYSTEM. 6.GENERATOR EXHAUST SYSTEM SHALL BE DESIGNED WITH EXPANSION JOINTS AS NOT ALL EQUIPMENT NECESSARY TO PROVIDE FOR THERMAL EXPANSION. SHOWN THIS VIEW g FOR CLARITY 7.PROVIDE TWO SETS OF HEARING PROTECTION EAR MUFFS WITH WALL-MOUNTED BRACKET. ENGINE GENERATOR - OBLIQUE SCALE:SHOWN EAR MUFFS SHALL BE RATED 27DBNRROR GREATER.MOUNT BRACKET 5'-O'ABOVE FINISHED ENGINE GENERATOR - FRONT ELEVATION FLOOR TO INTERIOR OF BUILDING.BRACKET SHALL BE CONSTRUCTED FROM ALUMINUM OR NOT TO SCALE g v 1. z STAINLESS STEEL. 1/2"=1'-O 777 DRAWING EARMEASDSALEWHEN DWG NO.: SHEETNO.: E11 24 31 POWER CONDUIT AND CONDUCTOR SCHEDULE CONTROL CONDUIT AND CONDUCTOR SCHEDULE x CIRCUIT SOURCE DESTINATION TRADE SIZE (QUANTITY)CONDUCTORS NOTES CIRCUIT SOURCE DESTINATION TRADE SIZE (QUANTITY)CONDUCTORS NOTES N q Pi EXISTING UTILITY POLE POWER HAND HOLE 4" (1)-NYLON PULL CORD CONDUCTORS BY UTILITY C1 SMOKE DETECTOR TELEMETRY PANEL,"RTU" 3/4" (4)-#14,(1)-#14 GRD P2 POWER HAND HOLE UTILITY METER 2" (3)-#3/0,(1)-#3/0 N C2 AUTOMATIC TRANSFER SWITCH,"ATS" TELEMETRY PANEL,"RTU" 3/4" (8)-#14,(1)-#14 GRD m P3 UTILITY METER MAIN SERVICE DISCONNECT 2" (3)-#3/0,(1)-#3/0 N C3 TELEMETRY PANEL,"RTU" STANDBY GENERATOR 3/4" (10)-#14,(1)- #14 GRD P4 MAIN SERVICE DISCONNECT AUTOMATIC TRANSFER SWITCH,"ATS" 2" (3)-#3/0,(1)-#3/0 N,(1)-#6 GRD C4 AUTOMATIC TRANSFER SWITCH,"ATS" STANDBY GENERATOR 3/4" (3)-#14,(1)-#14 GRD PS STANDBY GENERATOR AUTOMATIC TRANSFER SWITCH,"ATS" 2" (3)-#3/0,(1)-#3/0 N,(1)-#6 GRD CS TELEMETRY PANEL,"RTU" MOTOR CONTROL CENTER,"MCC" 1" (34)-#14,(1)-#14 GRD P6 AUTOMATIC TRANSFER SWITCH,"ATS" MOTOR CONTROL CENTER,"MCC' 2" (3)-#3/0,(1)-#3/0 N,(1)-#6 GRD C6 HEATING THERMOSTAT BUILDING HEATER 3/4" (2)-#14,(1)-#14 GRD tiFg'D ,, P7 MOTOR CONTROL CENTER,"MCC" POWER JUNCTION BOX 1 1/4" (3)- #8,(5)-#14,(1)-#8 GRD C7 DOUBLE DOOR INTRUSION SWATCH TELEMETRY PANEL,"RTU" 3/4" (2)-#14,(1)-#14 GRD Ne9`R P8 MOTOR CONTROL CENTER,"MCC' POWER JUNCTION BOX 1 1/4" (3)-#8,(5)-#14,(1)-#8 GRD CS MAN DOOR INTRUSION SWITCH TELEMETRY PANEL,"RTU" 3/4" (2)-#14,(1)-#14 GRD 'a` 1 \ P9 MOTOR CONTROL CENTER,"MCC" POWER JUNCTION BOX 1 1/4" (1)-NYLON PULL CORD SPARE CONDUIT FOR FUTURE USE C9 WET WELL INTRUSION SWATCH INSTRUMENTATION AND CONTROL JUNCTION BOX 3/4" SO CABLE O od ¢m Z P10 POWER JUNCTION BOX PUMP 1 1 1/2" MANUFACTURER'S CABLE(S) C10 WET WELL FLOAT SWITCH INSTRUMENTATION AND CONTROL JUNCTION BOX 1 1/4" FLOAT CABLESJ18 P11 POWER JUNCTION BOX PUMP 2 1 1/2" MANUFACTURER'S CABLE(S) C17 INSTRUMENTATION AND CONTROL JUNCTION BOX TELEMETRY PANEL,"RTU" 3/4" (6)-#14,(1)- #14 GRD P12 POWER JUNCTION BOX PUMP 3(FUTURE) 1 1/2" (1)-NYLON PULL CORD SPARE CONDUIT FOR FUTURE USE C12 VALVE VAULT INTRUSION SWITCH VALVE VAULT JUNCTION BOX 3/4" (2)-#14,(1)-#14 GRD P13 MOTOR CONTROL CENTER,"MCC" BUILDING HEATER 3/4" (3)-#12,(1)-#12 GRD C13 FLOOD SWITCH(VALVE VAULT) VALVE VAULT JUNCTION BOX 3/4" (2)-#14,(1)-#14 GRD titi NNN 2m P14 LIGHTING PANEL"L" STANDBY GENERATOR 3/4" (2)-#12,(1)-#12 GRD GENERATOR BLOCK HEATER C14 VALVE VAULT JUNCTION BOX TELEMETRY PANEL,"RTU" 3/4" (4)-#14,(1)-#14 GRD rc rc �R P15 LIGHTING PANEL"C TELEMETRY PANEL,"RTU" 3/4" (2)-#12,(1)-#12 GRD C15 METER VAULT INTRUSION SWITCH METER VAULT JUNCTION BOX 3/4" (2)-#14,(1)-#14 GRD Pi6 LIGHTING PANEL"C VENTILATION CONTROL PANEL,"VCP" 3/4" (2)-#12,(1)-#12 GRD Ci6 FLOOD SWITCH(METER VAULT) METER VAULT JUNCTION BOX 3/4" (2)-#14,(1)-#14 GRD ,Z Z P17 VENTILATION CONTROL PANEL,"VCP" INTAKE LOUVER ACTUATOR,"LAI" 3/4" (2)-#12,(1)-#12 GRD C17 METER VAULT JUNCTION BOX TELEMETRY PANEL,"RTU" 3/4" (4)- #14,(1)-#14 GRD . °a- z .Ji z�0 wrwg P18 VENTILATION CONTROL PANEL,"VCP" EXHAUST LOUVER ACTUATOR,"LA2" 3/4" (2)-#12.(1)-#12 GRD STANDBY GENERATOR VENTILATION CONTROL PANEL,"VCP" C18 3/4" (2)-#14,(1)-#14 GRD w a m N P19 LIGHTING PANEL Y' MISSION CONTROL PANEL,"M-CP" 3/4" (2)-#12,(1)-#12 GRD C19 VENTILATION CONTROL PANEL,"VCP" COOLING THERMOSTAT 3/4" (4)-#14,(1)-#14 GRD P20 LIGHTING PANEL"L" GENERATOR BATTERY CHARGER 3/4" (2)-#12,(1)-#12 GRD C20 VENTILATION CONTROL PANEL,"VCP" INTAKE LOUVER POSITION SWITCH 3/4" (2)-#14,(1)-#14 GRD P21 GENERATOR BATTERY CHARGER GENERATOR BATTERIES 3/4" (2)-#12,(1)-#12 GRD C21 VENTILATION CONTROL PANEL,"VCP" EXHAUST LOUVER POSITION SWATCH 3/4" (2)-114,(1)-#14 GRD C22 TELEMETRY PANEL,"RTU" VENTILATION CONTROL PANEL,"VCP" 3/4" (4)-#14.(1)-#14 GRD Z ELECTRICAL EQUIPMENT SCHEDULE 0 H W INSTRUMENTATION CONDUIT AND CONDUCTOR SCHEDULE //�� J J ITEM DESCRIPTION MANUFACTURER MODEL NO. CIRCUIT SOURCE DESTINATION TRADE SIZE (QUANTITY)CONDUCTORS NOTES V m MAIN SERVICE DISCONNECT SWITCH-NEMA 4X STAINLESS STEEL (:JD LEVEL TRANSDUCER INSTRUMENTATION AND CONTROL JUNCTION BOX 1" MANUFACTURER'S CABLE(S) LEVEL TRANSDUCER CABLE Z a 0 A ENCLOSURE,HEAVY DUTY BREAKER,SERVICE ENTRANCE RATED,O SIEMENS JD6-A OR EQUAL THERMAL MAGNETIC TRIP,200 AMP,480 VOLT,3m 42 KAIC J2 INSTRUMENTATION AND CONTROL JUNCTION BOX LEVEL TRANSMITTER 1" MANUFACTURER'S CABLE(S) LEVEL TRANSDUCER CABLE JM W W ICE WITHSTAND,CIRCUIT BREAKER SWITCH J3 FLOW METER TELEMETRY PANEL,"RTU" (2)1 1/2" MANUFACTURER'S CABLE(S) cc AUTOMATIC TRANSFER SWITCH-NEMA 12 ENCLOSURE,225 AMP,480 VOLT,3 PHASE,3 POLE,42 KAIC WITHSTAND. SEE SPECIFICATIONS SEE SPECIFICATIONS J4 TELEMETRY PANEL,"RTU" MOTOR CONTROL CENTER,"MCC" 1 1/2" (4)2-CONDUCTOR SHIELDED CABLES Q C4 INTRUSION ALARM SWITCH-CONTRACTOR SHALL SELECT HEAVY DUTY TYPE JS TELEMETRY PANEL,"RTU" MOTOR CONTROL CENTER,"MCC" 1 1/2" (3)CAT BE SHIELDED ETHERNET CABLES U- Z N © ACTUATOR LEVER ARM BEST SUITED FOR MOUNTING SQUARE D C,CLASS 9007 OR J6 LEVEL TRANSMITTER TELEMETRY PANEL,"RTU" 3/4" (1)2-CONDUCTOR SHIELDED CABLE OINTRUSION ALARM J CONFIGURATION EQUAL O ACTUATOR LEVER ARM BEST SUUITEDAFORR SHALL MOUNTINGELECT HAZARDOUS J7 TELEMETRY PANEL,"RTU" MISSION CONTROL PANEL,"M-CP" 1 1/2 (2))2_CO 2-CONDUCTOR SHIELDED CABLES a U CONFIGURATION.SWITCH SHALL BE A HAZARDOUS LOCATION ALLEN-BRADLEY LOCATION 802XR JS MISSION CONTROL PANEL,"M-CP" RADIO ANTENNA 1 1/2" COAXIAL ANTENNA CABLE USE LARGE RADIUS BENDS CA SEALED SWITCH RATED FOR CLASS 1 DIVISION 1 LOCATIONS. SERIES OR EQUAL O U li SMOKE DETECTOR-PHOTOELECTRIC,24 VDC POWERED WITH OE LOCAL AND AUDIBLE ALARM SIGNAL AND CONTACTS FOR REMOTE SYSTEMS SENSOR 4W _EQUAL OR U ANNUNCIATION THROUGH FOUR WARE CONNECTION TO RTU. J W HEATING THERMOSTAT- WALL MOUNTED,24V,SPST,RANGE TH611OD1005/U OR HEATER SCHEDULE 40'-99'F,SET AT 60'F,MOUNT 4 FEET ABOVE FINISHED FLOOR HONEYWELL EQUAL W © FLOOD SWITCH-N.O.REED TYPE FLOAT SWITCH,20 VA. SEE OMEGA LVN-20 OR EQUAL ITEM DESCRIPTION MANUFACTURER MODEL NO. DWG NO.E08 FOR DETAILS. ELECTRICAL HEATER WITH UNIVERSAL MOUNTING BRACKET-3KW,480V,THREE PHASE,WITH 24V CONTROL �H FLOW METER SEE SPECIFICATIONS SEE SPECIFICATIONS H1 TRANSFORMER AND POWER CONTACTOR FOR THERMOSTAT CONNECTION.MOUNT BOTTOM OF HEATER 7'-0" QMARK MUH0341 @J FLOAT SWITCH SEE SPECIFICATIONS SEE SPECIFICATIONS ABOVE FLOOR. ° (g) SUBMERSIBLE LEVEL TRANSMITTER SEE SPECIFICATIONS SEE SPECIFICATIONS WALL MOUNTED COOLING THERMOSTAT-SNAP ACTION,SPOT a © LINE VOLTAGE AIR SWITCH CONTROLLER.RANGE: -30'- 100T, HONEYWELL T775A2009/U OR SET AT 757. MOUNT 4 FEET ABOVE FINISHED FLOOR. EQUAL LOUVER POSITION SWITCH.CONTRACTOR SHALL SELECT OR HEAVY DUTY TYPE o �+ OM FABRICATE ACTUATOR LEVER ARM BEST SUITED FOR MOUNTING SQUARE D C,CLASS 9007 OR CONFIGURATION. I EQUAL PANEL SCHEDULE L NO.LOCATION: MCC 208/120 VOLTS 3� 4 WIRE L SERVING: GENERATOR BUILDING LOADS 200 AMP MAIN LIGHTING FIXTURE SCHEDULE CIRCUIT DESCRIPTION KVA AMP AMP KVA CIRCUIT DESCRIPTION LAMP LAMP TELEMETRY PANEL,"RTU" 0.50 20 1 2 20 0.72 INTERIOR RECEPTACLES TYPE DESCRIPTION MANUFACTURER MANUFACTURER CATALOG N0. REMARKS MISSION CONTROL PANEL,"M-CP" 0.05 20 3 4 20 0.36 EXTERIOR RECEPTACLES o NAME QTY.* CATALOG N0. INTERIOR LIGHTING 0.13 20 5 6 20 0.20 GENERATOR BATTERY CHARGER w FLUORESCENT LIGHT FIXTURE,120 VAC,4'-2"LONG, EXTERIOR LIGHTING 0.03 20 7 8 20 1.00 GENERATOR BLOCK HEATER N HIGH-IMPACT ACRYLIC LENS,MOLDED FIBERGLASS REINFORCED 32WT8 POLYESTER HOUSING,(2)-32W LAMPS,ENERGY SAVING BALLAST, 32 WATT Z Al LITHONIA DMW 2 32 ARDP 120 2 EMERGENCY LIGHTING 0.01 20 9 10 20 1.92 VENTILATION CONTROL PANEL,"VCP" CEILING MOUNTED,U.L.LISTED FOR WET LOCATIONS. WET WELL AREA LIGHT 0.10 20 11 12 20 - SPARE a J N SPARE - 20 13 14 20 - SPARE > g LED OUTDOOR AREA LIGHT-(1)-27W 10C LED.700mA,3000K Lu DSXW1 LED 10C 700 30K T3M 120 INTEGRATED _ _ _ - c A2 COLOR TEMPERATURE,120VAC,MOUNT BOTTOM OF FIXTURE 1'-C LITHONIA N/A SPARE 20 15 i6 SPACE ABOVE DOOR,U.L.LISTED FOR WET LOCATIONS. DDBXD LED SPACE - I - 17 18 1 - I - ISPACE a DUAL HEAD EMERGENCY LIGHT—(2)-1.8W LED LAMPS, CONNECTION LOAD: DEMAND: LIGHTING & RECEPTACLE LOAD DEMAND LOAD: o DUAL—VOLTAGE INPUT 120VAC/27OVAC,3 3/4"H,14 5/8"W, 5.0 KVA 13.9 AMPS 5.0 KVA 13.9 AMPSae A3 THERMOPLASTIC HOUSING,INTEGRATED RECHARGEABLE BATTERY, LITHONIA EU2 LED M12 2 1.8 WATT DC �° �° MOUNT BOTTOM OF FIXTURE 1'—O"ABOVE DOOR,U.L.LISTED FOR — DAMP LOCATIONS. LED OUTDOOR WALL LUMINAIRE.30 LED,1000mA DRIVER,4000K A4 COLOR TEMPERATURE.120VAC. MOUNT TOP OF FIXTURE 1'—O" LITHONIA TWH LED 30C 40K N/A INTEGRATED BELOW EAVE.U.L.LISTED FOR DAMP LOCATIONS. LED Y � * NUMBER OF LAMPS PER FIXTURE g SCALE:SHOWN P 1. 2 DRAWING IS FULL SCALE WHEN BAR MEASUflES O DWG NO.: SHEETNO.: E12 25 31 n NEMA TYPE 12 ENCLOSURE, T-0"MAX 12"DEEP. QgD � n LIFT STATION 2 TELEMETRY PANEL P I e NAMEPLATE C1 ti NNN 20 OPERATOR INTERFACE N SCREEN.INSTALL w w- zg h CENTERLINE OF SCREEN 5'-0" z z z zP a ABOVE FINISHED FLOOR. . ¢m W J o z_Iu mr do rc�m� Z O Z a 0 OPERATOR IN TROUBLE J PUSHBUTTON.INSTALL TOP m OF DEVICE 4'-0"ABOVE J = O FINISHED FLOOR. O O KEY LOCK HANDLE nLu J ALARM LIGHT LL Z Lu 4'-0"MIN. O Q Q a ALARM RESET INTRUSION DISABLE PUSHBUTTON SWITCH.DO NOT LABEL. V LL J 0 0 o MOt 0 0 z COMBINATION ETHERNET PORT/RECEPTACLE o � a 0 w y w Z o O ¢ y 0 WARNING LABEL W E TO vAC KEEP OUi O U K RTU PANEL EXTERIOR LAYOUT Y NOT TO SCALE g SCALE:SHOWN a r zz DRAWING IS FULL SCALE WHEN BAR MEASUflES 2' DWG NO.: SHEET NO.: E13 26 31 q 120P 120 VAC 1 PH 60HZ _ 120N FROM PANEL 1" COMPACTLOGIX 5370 L2 JD (2) ICB OA ) MODEL NO.1769-L24ER-QBFC1 B L1 L LINE SURGE N N1 D L2 L PROTECTOR N N2 z " w mq h p m J J f0 2CB cl L3 PF CR N3 Lo O m O O O x � 0 � C7 � O � O Ow Lu Lu mcoo � ( (D 3C6 L4 DOOR SWITCH O J cli ? ? T O LIGHTS Q o, J Z -i Z rc rc zg O n F J F —i Q Z wwm Zg W W F J Lu w F zm h 4CI3 COMBINATION ETHERNET U O O O CZ D Z w 3P 3 m L5 PORT/RECEPTACLE.GRACE PORT N5 F 2 F 2 O O w a_ W J o o a a . z�0 W�dg P-R2-K4RFO.LOCATED ON RTU. RJ45 RJ45 to IL w a m = (D 5CB O L6 SPARE N6 u ® N Z 6CB Z 0 L7 POWER SUPPLY N7 Z 0 24VDC CAT 5E ETHERNET CABLE 0 V � J 7CB ETHERNET SWITCH Z Q DPF CR 5 RJ45 RJ45 RJ45 RJ45 RJ45 RJ45 RJ45 RJ45 J W C`C N + DC IN 24 VDC DC IN " Q N 0 Q UPS SDU 10-24 RY BATTE LL Z Vcr 24P +DC OUT DC OUT" MODULE 24N CAT 5E ETHERNET CABLE 0 Q Z Q COMBINATION ~ Q 6CB 24P1 + ETHERNET N cc + DC IN POWER SUPPLY DC IN ' PORT/RECEPTACLE I~L UJ "DC OUT 24VDC TO 24VDC DC OUT CAT 5E ETHERNET CABLE 9C6 ..I o COMPACTLOGIX PLC 0 10CB o� ETHERNET SWITCH 4 M1� 11CB RJ45 z H OPERATORINTERFACE POWER MONITOR 12Cg (LOCATED IN MOTOR a 0 24P2 FLOW METER TRANSMITTER CONTROL CENTER) CAT 5E ETHERNET CABLE (INSTALLED INSIDE RTU) CAT 5E ETHERNET CABLE o 13CB RESET O 24P33 �—) SMOKE ALARM m 14CB CAT 5E ETHERNET CABLE o 0 24P4 DISCRETE INPUTS 15CB 24P5 � DISCRETE OUTPUTS 16CB o 0 24P6 ANALOG INPUTS RJ45 R)45 RJ45 w y 17CB 24P7 PUMP NO.1 VFD PUMP NO.2 VFD ryO ANALOG OUTPUTS OPERATOR INTERFACE 18CB (LOCATED IN MOTOR (LOCATED IN MOTOR < W y zo 44P8 CONTROL CENTER) CONTROL CENTER) w O BACKUP FLOAT CONTROL m 19CB o 0 24P9 � SPARE 0 20CB 24P10 SPARE - a a N Y � COMMUNICATIONS LAYOUT g POWER LAYOUT NOT TO SCALE SCALE SHOWN NOT TO SCALE 0" 2' DRAWING IS FULL SCALE WHEN BAR MEASURES 2- DWGNO.: SHEETNO.: E14 27 31 24P4 24VDC INPUTS 24N 24P4 24VDC INPUTS 24N 1769-124ER 1769-1016 s ALLEN BRADLEY ALLEN BRADLEY RESET PUSHBUTTON 16 PTS FIELD CONNECTIONS 16 PTS n IN 0 GENERATOR BUILDING DOUBLE FUSE IN 0 INTRUSION RESET TB TB DOOR INTRUSION ALARM TB +! 1/4A I I PF OR IN 1 FUSE SMOKE IN 1 AC POWER FAIL TB TB GENERATOR BUILDING SMOKE DETECTOR 1/4A GENERATOR .a; DPF OR IN 2 FUSE I GENERATOR RUN IN 2 DC POWER FAIL TB TB GENERATOR RUN TB pIg m 1/4A I 1 DC UPS FAULT IN 3 FUSE FAIL IN Cti DC UPS FAULT TB TB GENERATOR FAIL TB m m m xo 1/4A rcrc� �R ww� zg z z Wm Kh DC UPS LOW BATTERY IN 4 FUSE NOT IN AUTO IN q Z w DC UPS LOW BATTERY TB TB GENERATOR NOT IN AUTO TB w a z Jo z�u mron 1/4A wam = OPERATOR IN TROUBLE IN 5 FUSE TROUBLE IN 5 OPERATOR IN TROUBLE TB TB GENERATOR TROUBLE TB 1/4A Z ARM DISARM Z / O IN 6 FUSE LOW FUEL IN 6 Z INTRUSION ALARM DISABLE TB TB GENERATOR LOW FUEL TB O INTRUSION ALARM 1/4A H J DISABLE r ATS 0 m TOTALIZER IN 7 FUSE ATS IN EMERGENCY IN 7 Z Q a FLOW METER TOTALIZER TB TB ATS IN EMERGENCY TB 1/4A J Lu Q N Q DC COM 1 DC COM 1 Q OR HH IN 8 FUSE ATS IN UTILITY N 8 WET WELL HIGH LEVEL TB TB ATS IN UTILITY TB LL Z Z /4A OR ILL IN 9 FUSE ATS IN PRETRANSFER IN 9 f (n D WET WELL LOW LEVEL TB TB ATS IN PRETRANSFER TB C.) /4A LL Z FIELD CONNECTIONS J — - - - V FUSE IN 10 FUSE ATS FAIL IN 10 WET WELL INTRUSION ALARM ISR TB ATS FAIL TB J -1/4A INTRUSION 1/4A J a MOTOR CONTROL CENTER o MOt FUSE IN 11 FUSE I SPD ALARM IN 11 z VALVE VAULT INTRUSION ALARM ISR TB MCC SURGE PROTECTOR ALARM 1/4A INTRUSION 1/4A LV . a 1 1 It FUSE IN 12 FUSE PUMP RUN IN 12 VALVE VAULT FLOOD SWITCH ISR TB PUMP 1 RUN TB 1/4A FLOOD SWITCH 1/4A DC COM 2 DC COM 2 F, o FUSE IN 13 FUSE VFD FAULT IN 13 METER VAULT INTRUSION SWITCH ISR TB PUMP 1 VFD FAULT TB $ 1/4A INTRUSION 1/4A 0 FUSE IN 14 FUSE OVER TEMPERATURE IN 14 w METER VAULT FLOOD SWITCH ISR TB PUMP 1 OVER TEMPERATURE TB 1/4A FLOOD SWITCH w Z 1/4A N O N o FUSE SEAL FAIL IN 15 W PUMP 1 SEAL FAIL TB FUSE INTRUSION GENERATOR BUILDING MAN TB IN 15 1/4A — J a DOOR INTRUSION ALARM 1/4A L o 24P4 SLOT 1 24N N 24P4 BASE UNIT 24N DIGITAL INPUTS, SLOT 1 DIGITAL INPUTS, BASE UNIT NOT TO SCALE Y NOT TO SCALE g SCALE:SHOWN a r zz DRAWING IS FULL SCALE WHEN BAR MEASURES 7 DWG NO.: SHEET NO.: E15 28 31 24P5 DIGITAL OUTPUTS 24N 1769-L24ER m ALLEN-BRADLEY n 24P4 24VDC INPUTS 24N 16 PTS 1769-1016 MOTOR CONTROL CENTER ALLEN BRADADLEY VDC 0 16 FITS AL FUSE PUMP IN HAND IN 0 MA ON F RONTRPANEL LIGHT PUMP 1 IN HAND ITB OUT 0 1/4A R MASTER ALARM LIGHT D Wa^ FUSE PUMP IN AUTO IN 1 TB u7 nova P E PUMP 1 IN AUTO TB OUT 1 1/4A CR CR 1 PUMP 1 CALL FUSE PUMP RUN IN 2 PUMP 2 RUN TB TB OUT 2 1/4A 2R CR 2 PUMP 2 CALL NNN 2m FUSE VFD FAULT IN 3 TB w w ?g PUMP 2 VFD FAULT TB CR �� w - h / OUT 3 HIGH LEVEL FLOAT z W^a m 1 4A CR 3 (TO MISSION CONTROL PANEL) z z z z z 1 o` �u w£otn FUSE OVER TEMPERATURE IN 4 TRR w a m N PUMP 2 OVER TEMPERATURE 1/4A TB OUT 4 CR C� R 4 PUMP 1 FAIL 4 (TO MISSION CONTROL PANEL) B 0 FUSE SEAL FAIL IN 5 TB Z Z PUMP 2 SEAL FAIL TB OUT 5 CR 5 PUMP 2 FAIL 0 1/4A 5 CR 5 (TO MISSION CONTROL PANEL) Z TB `0` �! FUSE PUMP IN HAND IN 6 r J PUMP 2 IN HAND TB OUT 6 TB 1/4A 6 CR 6 (TOM MISSION P 3 L CONTROL)PANEL) Z Q a TB J FUSE PUMP IN AUTO IN 7 PUMP 2 IN AUTO TB TB O 1/4A L— — — — — OUT 7 5CIR CR 7 EG RUN N(TO MISSION CONTROL PANEL) LL Z Q r VENTILATION CONTROL PANEL DC COM 1 VDC 1 TB O D Z FUSE CR1-4 IN 8 LOUVERS OPEN 1/4A TB OUT 8 CR �® EG FAIL a $ CR 80 (TO MISSION CONTROL PANEL) � N a TR,-2 FUSE LOUVER FAIL TO OPEN IN 9 EG LOW FUEL J Z TB TB 1/4A OUT 9— — �9 CR 9 (TO MISSION CONTROL PANEL) Z�Te J FUSE SPARE IN 10 a SPARE B 1/4A OUT 10 CR TR EG NOT IN AUTO o CR 10 (TO MISSION CONTROL PANEL) z 10 FUSE SPARE IN 11 SPARE B 1/4A OUT 11 CR TR ATS FAIL 3 11 CRT „ (TO MISSION CONTROL PANEL) TB FUSE SPARE SPARE TB IN 12 TB o 1/4A DC COM 2 RTU POWER FAIL CR 12 OUT 12 'R (TO MISSION CONTROL PANEL) FUSE SPARE IN 13 SPARE Tg ^ o 1/4A OUT 13 CR �� o SMOKE ALARM 13 CR 13 (TO MISSION CONTROL PANEL) o w y FUSE SPARE N 14 Z � SPARE TB ¢ m y 1/4A OUT 14 INTRUSION ALARM W E Lu g CR 4 CR 14 (TO MISSION CONTROL PANEL) `� CC FUSE SPARE TB U 0 SPARE TD IN 15 1/4A T6 OUT 15 CR FLOOD ALARM 15 CR 15 (TO MISSION CONTROL PANEL) 24P4 SLOT 2 24N Y DIGITAL INPUTS, SLOT 2 BASE UNIT w NOT TO SCALE 24P5 24N g SCALE:SHOWN DIGITAL OUTPUTS, BASE UNIT z NOT TO SCALE DRAWING IS FULL SCALE WHEN BAR MEASURES 7 DWG NO.: SHEET NO.: E16 29 31 24P5 ALLEN-BRADLEY 24N '� 1769-OW16 24 VDC OUTPUTS 16 PTS A VAC-VDC 1 �` n TB OUT 0 CR PUMP 1 RUN CR 16 (TO MISSION CONTROL PANEL) i6 TB PgD k, TB 4Fq w'�e� h OUT 1 CR PUMP 2 RUN .a E CR 17 (TO MISSION CONTROL PANEL) 17 TB 24P6 24N ANALOG INPUTS ,"'+s 4" 1769-L24ER Jla m ALLEN BRADLEY TB 4 PTS OUT 2 CR PUMP 3 RUN 18 CR 18 (TO MISSION CONTROL PANEL) TB C1 ti NNN 20 rcrcr 0 o TB IN 0+ OUT 3 w z w^ CR CR 19 SPARE IN 0- z z z z a m ANALOG SIGNAL LOOP 19 TB FLOW METER SPUTTER ANL COM w a m 0 J o FUSE . z�0 wr of n + OUTPUT 1 - TB w a 0 a TB 1/8A rc m OUT 4 CR SIGNAL TO MISSION + OUTPUT 2 CR 20 SPARE CONTROL PANEL,"MCP" CND 20 TB + POWER OUT 5 + INPUT O MOUNT FLOW METER Z Q TRANSMITTER INSIDE TELEMETRY PANEL. FLOW METER TRANSMITTER J _ OUT 6 + Z a Q 0 IN 1+ MZM OUT 7 ANALOG SIGNAL LOOP IN 1- Q N a LV --O WET WELL LEVEL ` TRANSMITTER FUSE SPUTTER ANL COM LL Z Z s VAC-VDC 2 + OUTPUT 1 - TB (D O Q 1/8A SIGNAL TO MISSION + J OUT 8 CONTROL PANEL,"MCP- OUTPUT 2 - GND + POWER - U N LL + INPUT OUT 9 LL LEVEL TRANSMITTER + 4 MO OUT 10 . P MOTOR CONTROL CENTER OUT 11 IN 2- o PUMP 1 VFD SPEED SPEED FEEDBACK FUSE FEEDBACK ANL DOM + _ TB m 1/8A o OUT 12 0 F--e GND — IN 3+ PUMP 2 VFD SPEED SPEED IN 3- OUT 13 FEEDBACK FUSE FEEDBACK ANL COM F- + TB m "' Z 1/8A o 1 < W � GND OUT 14 BASE UNIT W o 24P6 24N z 0 ANALOG INPUTS, BASE UNIT I-Oi-UTT 15 NOT TO SCALE S 3 Y � F24P5 SLOT 3 24N SCALE:SHOWN a r zz DIGITAL OUTPUTS, SLOT 3 DRAWING BAR FS SCALE WHEN BAR MEAOflE57 NOT TO SCALE DWG NO.: SHEET NO.: E17 30 31 n pia � Cl ti NNN 20 rcrc� wwN Zg wZF Wm 24P7 24N ANALOG OUTPUTS z z z 7 Q W 2 10 1769-L24ER z u wr w n ALLEN BRADLEY w a N a 2 PTS m MOTOR CONTROL CENTER OUT 0 PUMP 1 VFD SPEED ANL COM Z COMMAND SPEED COMMAND Z M FUSE Q li + - TB 1/8A Z ~ a GND O J PUMP 2 VFD SPEED OUT 1 J COMMAND ANL COM LLI O SPEED COMMAND FUSE Q N + TB 1/8A LL Z Z — — — — — — GND BASE UNIT O 0 Q 24P7 24N U N a ANALOG OUTPUTS, BASE UNIT Z NOT TO SCALE U J a o o 0 w y w Z o � ¢ y 0 W E 0 U K Y � g SCALE:SHOWN DRAWING IS FULL SCALE WHEN BAR MEASURES 7 DWG NO.: SHEET NO.: E18 31 31