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HomeMy WebLinkAbout03-06-23 Council Meeting Revised SPECIAL ACCOMMODATIONS: The City of Arlington strives to provide accessible meetings for people with disabilities. Please contact the ADA coordinator at (360) 403-3441 or 711 (TDD only) prior to the meeting date if special accommodations are required. CALL TO ORDER Mayor Barb Tolbert PLEDGE OF ALLEGIANCE ROLL CALL Mayor Barb Tolbert – Julie APPROVAL OF THE AGENDA Mayor Pro Tem Jan Schuette INTRODUCTION OF SPECIAL GUESTS AND PRESENTATIONS PROCLAMATIONS PUBLIC COMMENT For members of the public who wish to speak to the Council about any matter not on the Public Hearing portion of the meeting. Please limit remarks to three minutes. CONSENT AGENDA Mayor Pro Tem Jan Schuette 1. Minutes of the February 21 and February 27, 2023 Council meetings ATTACHMENT A 2. Accounts Payable 3. Resolution Authorizing the Airport to Open a Bank Account ATTACHMENT B PUBLIC HEARING NEW BUSINESS 1. Dedication of Real Property for Public Right of Way ATTACHMENT C Staff Presentation: Marc Hayes Council Liaison: Don Vanney 2. Food Truck Court – Information Only ATTACHMENT D Staff Presentation: Marc Hayes 3. Contract with CST Covers for Gleneagle Reservoir Roof Installation ATTACHMENT E Staff Presentation: Jim Kelly Council Liaison: Debora Nelson Arlington City Council Meeting Tuesday, March 6, 2023 at 6:00 pm City Council Chambers – 110 E 3rd Street SPECIAL ACCOMMODATIONS: The City of Arlington strives to provide accessible meetings for people with disabilities. Please contact the ADA coordinator at (360) 403-3441 or 711 (TDD only) prior to the meeting date if special accommodations are required. COMMENTS FROM COUNCILMEMBERS INFORMATION/ADMINISTRATOR & STAFF REPORTS MAYOR’S REPORT EXECUTIVE SESSION RECONVENE ADJOURNMENT Mayor Pro Tem Jan Schuette / Mayor Barb Tolbert DRAFT Page 1 of 2 Council Chambers 110 East 3rd Street Tuesday, February 21, 2023 Councilmembers Present: Don Vanney, Heather Logan, Marilyn Oertle, Jan Schuette, Michele Blythe, and Yvonne Gallardo-Van Ornam. Council Members Absent: Debora Nelson, excused. Staff Present: Mayor Barb Tolbert, Paul Ellis, Jim Kelly, Jonathan Ventura, Sheri Amundson, City Attorney Steve Peiffle, Tony Orr, and Wendy Van Der Meersche. Also Known to be Present: Kathy Vanney and Sid Logan. Mayor Barb Tolbert called the meeting to order at 6:00 p.m., and the Pledge of Allegiance and roll call followed. APPROVAL OF THE AGENDA Mayor Pro Tem Jan Schuette moved to approve the agenda as presented. Councilmember Marilyn Oertle seconded the motion, which passed with a unanimous vote. INTRODUCTION OF SPECIAL GUESTS AND PRESENTATIONS None. PROCLAMATIONS PUBLIC COMMENT None. CONSENT AGENDA Mayor Pro Tem Jan Schuette moved and Councilmember Don Vanney seconded the motion to approve the Consent Agenda that was unanimously carried: 1. Minutes of the February 6 and February 13, 2023 Council meetings 2. Accounts Payable: Approval of EFT Payments and Claims Checks: 3. #107490 through #107619 dated February 7, 2023 through February 21, 2023 for a total of $769,699.6; Approval of Payroll EFT Payments and Check #30246 through #30253 dated January 1, 2023 through January 31, 2023 in the amount of $1,311,551.29. PUBLIC HEARING None. Minutes of the Arlington City Council Meeting Minutes of the City of Arlington City Council Meeting February 21, 2023 Page 2 of 2 NEW BUSINESS Agreement for Retention of Facilitator City Administrator Paul Ellis requested Council approve an agreement with North County Regional Fire Authority (NCRFA) to utilize the services of Karen Reed as a facilitator in discussions with North County Regional Fire Authority (NCRFA) regarding issues with the existing interlocal agreement (ILA) with NCRFA for fire marshal/investigative services (“the ILA”). The City and NCRFA have had challenges in working together on issues regarding the ILA. It is hoped that Karen Reed, who helped organize discussions around the City’s annexation to the NCRFA, will help the parties by facilitating discussions. Should that effort fail, the parties are committing to following the mediation provisions of the existing ILA. Discussion followed with Mr. Ellis answering Council questions. Mayor Pro Tem Jan Schuette moved and Councilmember Marilyn Oertle seconded the motion to approve the Agreement for Retention of Facilitator, and authorized the Mayor to sign it. The motion passed unanimously. Contract Change Order No. 2 to Water Reclamation Facility Equalization Basin Project Contract Construction Change Directives (CCDs) have been issued on the Water Reclamation Facility Equalization Basin project as issues come up during construction. This Change Order will close out all open CCDs and add the combined value of the open CCDs to the contract. Councilmember Yvonne Gallardo-Van Ornam moved and Councilmember Heather Logan seconded the motion to approve Contract Change Order No. 2 to the EQ Basin Project, and authorized the Mayor to sign it. The motion passed unanimously. COMMENTS FROM COUNCILMEMBERS None. ADMINISTRATOR & STAFF REPORTS None. MAYOR’S REPORT Mayor Tolbert thanked Chief Ventura for providing continual information to help keep the Council and her engaged in public safety bills. EXECUTIVE SESSION None. ADJOURNMENT With no further business to come before the Council, the meeting was adjourned at 6:06 p.m. _________________________________________ Barbara Tolbert, Mayor DRAFT Page 1 of 2 Council Chambers 110 East 3rd Street Monday, February 27, 2023 Councilmembers Present: Don Vanney, Heather Logan, Debora Nelson, Marilyn Oertle, Jan Schuette, Michele Blythe, and Yvonne Gallardo-Van Ornam. Council Members Absent: None. Staff Present: Mayor Barb Tolbert, Paul Ellis, Marty Wray, Kristin Garcia, Jim Kelly, Kris Wallace, Tony Orr, City Attorney Steve Peiffle, and Julie Petersen. Also Known to be Present: Kathy Vanney. Mayor Barb Tolbert called the meeting to order at 6:00 pm, and the Pledge of Allegiance and roll call followed. APPROVAL OF THE AGENDA Mayor Pro Tem Jan Schuette moved to approve the agenda and Councilmember Marilyn Oertle seconded the motion, which passed with a unanimous vote. INTRODUCTION OF SPECIAL GUESTS AND PRESENTATIONS None. WORKSHOP ITEMS – NO ACTION WAS TAKEN Resolution Authorizing Airport Staff to open a Bank Account Airport Operations Manager Marty Wray requested City Council authorize the Mayor to sign the resolution, as well as any associated documents that allow the Airport to have a separate checking account in order to receive miscellaneous merchandise sales, and vending machine proceeds, while safeguarding the City’s general checking account. Discussion followed with Mr. Wray answering Council questions. Financial Report for January 2023 Finance Director Kristin Garcia reviewed the January 2023 financial report. Discussion followed with Ms. Garcia answering Council questions. Community Economic Development Report Community Economic Development Director Marc Hayes reviewed the Community and Economic Development quarterly report. Discussion followed with Mr. Hayes answering Council questions. City Council Workshop Minutes of the City of Arlington City Council Workshop February 27, 2023 Page 2 of 2 Utilities/Transportation Quarterly Report Public Works Director Jim Kelly reviewed the Public Works quarterly report. Discussion followed with Mr. Kelly answering Council questions. ADMINISTRATOR AND STAFF REPORTS City Administrator Paul Ellis announced that two surveys will be sent to the public. The first one will be for a broadband feasibility study, and the second one will be access to college classes through Washington State University. MAYOR’S REPORT Mayor Tolbert provided an update for the community congressional discretional funding projects update and legislative updates. COMMENTS FROM COUNCILMEMBERS Councilmember Debora Nelson thanked the staff for all their work on the Transportation Benefit District. Councilmember Marilyn Oertle and Michele Blythe shared their appreciation for City Administrator Paul Ellis responding to the public on behalf of the councilmembers. Mayor Tolbert resounded their comments. COUNCILMEMBER REPORTS Councilmembers had nothing to report this evening. PUBLIC COMMENT None. REVIEW OF CONSENT AGENDA ITEMS FOR NEXT MEETING Councilmembers agreed to add the Resolution Authorizing Airport Staff to open a Bank Account to the consent agenda. EXECUTIVE SESSION None. ADJOURNMENT With no further business to come before the Council, the meeting was adjourned at 6:47 p.m. _________________________________________ Barbara Tolbert, Mayor City of Arlington Council Agenda Bill Item: CA #3 Attachment B March 6, 2023 Resolution authorizing Airport staff to open a bank account Resolution Airport; Dave Ryan, Director 360-403-3474 EXPENDITURES REQUESTED: -0- BUDGET CATEGORY: N/A BUDGETED AMOUNT: N/A LEGAL REVIEW: Arlington Municipal Airport Staff is requesting the City Council authorize the Mayor to sign the attached Resolution, as well as any associated documents that allow the Airport to have a separate checking account in order to receive miscellaneous merchandise sales, and vending machine proceeds, while safeguarding the City’s general checking account. In an effort to provide a better service to their users, the airport has a vending machine in the pilot lounge that could have the ability to receive credit cards for the purchases in order to minimize cash handling. Unfortunately, the vending machine management company is unable to send the proceeds to the airport any other way than a direct deposit to a checking account. Ideally, the airport will also be using that same bank account for the incidental marketing items like hats, t-shirts, and challenge coins. I move to approve the resolution and authorize the mayor to sign it. RESOLUTION NO. 2023-XXX A RESOLUTION OF THE CITY OF ARLINGTON AUTHORIZING THE OPENING OF A BANK ACCOUNT WHEREAS, the Airport will be operating a vending machine with the ability to take credit card payments; and WHEREAS, the vending machine vendor requires the ability to directly deposit into a City account; and WHEREAS, to best safeguard the City’s general checking account, it is best practice to open a separate account that limits access to third parties; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ARLINGTON, WASHINGTON AS FOLLOWS: The Arlington City Council authorizes the opening of a new checking account at Banner Bank for the purpose of receiving vending machine deposits and miscellaneous merchandise sales. APPROVED by the Mayor and City Council of the City of Arlington this 6th day of March, 2023. __________________________________ Barbara Tolbert Mayor ATTEST: ________________________ _ Wendy Van Der Meersche, City Clerk APPROVED AS TO FORM: ______________________ ___ Steven J. Peiffle, City Attorney City of Arlington Council Agenda Bill NB #1 Attachment March 6, 2023 Dedication of Real Property for Public Right of Way Legal Description with Exhibit Map, Illustrative Map Community and Economic Development; Marc Hayes, Director 360 - 403-3457 EXPENDITURES REQUESTED: 0 BUDGET CATEGORY: BUDGETED AMOUNT: 0 LEGAL REVIEW: DESCRIPTION: Exhibit “B”. To provide for improvements associated with the Eagle Family Dental project. Dedication of real property for Right of Way purposes related to new development typically occurs through the Land Use process pursuant to 20.56.170 AMC. This dedication w as a requirement of the Eagle Family Dental project. ALTERNATIVES: Remand back to staff for additional information. City of Arlington Council Agenda Bill NB #2 Attachment March 6, 2023 Food Truck Court Food Truck Court Site Plan Community and Economic Development EXPENDITURES REQUESTED: 0 BUDGET CATEGORY: BUDGETED AMOUNT: 0 LEGAL REVIEW: DESCRIPTION: Council requested to view the site design for the Food Truck Court and address any questions that Council may have. ALTERNATIVES: Information only. NOT TO SCALE VICINITY MAPPROJECT LOCATION FEBRUARY 2023 - 30% Design CITY OFFICIALS PROJECT CONTACTS MAYOR: BARB TOLBERT COUNCILMEMBER: HEATHER LOGAN COUNCILMEMBER: DON VANNEY COUNCILMEMBER: MICHELE BLYTHE COUNCILMEMBER: MARILYN OERTLE COUNCILMEMBER: JAN SCHUETTE COUNCILMEMBER: YVONNE GALLARDO NAME AGENCY PHONE UTILITY CONTACTS XXXXXX XXXXXXXXX XXXXXXX XXX-XXX-XXXX NAME AGENCY PHONE XXXXXXXXX XXXXXXXXX XXX-XXX-XXXX UTILITY SHEET INDEX DRAWING NO.SHEET NO.DESCRIPTION GENERAL 1.01 1 COVER AND SHEET INDEX 1.02 2 GENERAL NOTES, SYMBOLS, AND ABBREAVIATIONS 1.03 3 EXSITNG CONDITIONS AND SURVEY CONTROL TESC AND DEMOLITION 2.01 4 TESC AND DEMOLITION PLAN SITE 3.01 5 SITE PLAN 3.02 6 SITE DETAILS 3.03 7 SITE DETAILS 3.04 8 SITE DETAILS 3.05 9 SITE DETAILS GRADING AND DRAINAGE 4.01 10 GRADING AND DRAINAGE PLAN 4.02 11 DRAINAGE DETAILS 4.03 12 DRAINAGE DETAILS WATER AND SEWER 5.01 13 WATER AND SEWER PLAN 5.02 14 WATER AND SEWER DETAILS LANDSCAPE 6.01 15 LANDSCAPE PLAN 6.02 16 LANDSCAPE DETAILS IRRIGATION 7.01 17 IRRIGATION PLAN 7.02 18 IRRIGATION DETAILS 51 S T A V E N E HWY 531 (172ND ST NE) HWY 531 51 S T A V E N E 43 R D A V E N E City of Arlington FOOD TRUCK COURT 1.CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, OR LOCAL LAWS, ORDINANCES, AND REGULATIONS THAT AFFECT WORK UNDER THE CONTRACT. SEE SPECIFICATIONS FOR ADDITIONAL DETAILS. 2.AN APPROVED SET OF CONSTRUCTION PLANS AND SPECIFICATIONS FOR ALL WORK SHALL BE KEPT ON THE CONSTRUCTION SITE AT ALL TIMES. IN ADDITION, A COPY OF CITY OF ARLINGTON DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS, LATEST EDITION, SHALL ALSO BE AVAILABLE AT THE CONSTRUCTION SITE. 3.THE CONTRACTOR SHALL VERIFY ALL EXISTING DATA SHOWN IN THESE DOCUMENTS AND NOTIFY ENGINEER IMMEDIATELY OF ANY CONFLICTS WITH PROPOSED FEATURES PRIOR TO CONSTRUCTION. 4.KEEP OFF-SITE STREETS CLEAN AT ALL TIMES. FLUSHING STREETS SHALL NOT BE ALLOWED. STREETS SHALL BE SWEPT. 5.ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY CITY OF ARLINGTON CONSTRUCTION INSPECTOR DEPENDING ON SITE AND WEATHER CONDITIONS OR WHEN WORK IS STOPPED OR COMPLETED IN AN AREA. 6.ACCESS TO ADJACENT PROPERTIES SHALL BE MAINTAINED AT ALL TIMES UNLESS PRIOR ARRANGEMENTS HAVE BEEN MADE AND APPROVED BY THE CITY OF ARLINGTON. GENERAL NOTESABBREVIATIONSSYMBOL LEGEND ABBREVIATION NAME OR PHRASE AP ANGLE POINT APPROX.APPROXIMATE ASSY ASSEMBLY ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS BK.BACK BLDG BUILDING BOF BOTTOM OF FOOTING BOW BOTTOM OF WALL BRG BEARING BVCS BEGIN VERTICAL CURVE ELEVATION BVCE BEGIN VERTICAL CURVE STATION CB CATCH BASIN C.G.CENTER OF GRAVITY C.I.P CAST IN PLACE CENTERLINE CLR.CLEARANCE CMP CORRUGATED METAL PIPE CO CLEAN OUT COMM COMMUNICATION CONC.CONCRETE CONST.CONSTRUCTION CONT.CONTINUE OR CONTINUOUS CPP CORRUGATED PLASTIC PIPE CPEP CORRUGATED POLYETHYLENE PIPE CSBC CRUSHED SURFACING BASE COURSE CSTC CRUSHED SURFACING TOP COURSE CTRL CONTROL DI DUCTILE IRON D/S DOWNSTREAM DIAM.DIAMETER DWG DRAWING DWY DRIVEWAY E EAST EA EACH ELEV. OR EL.ELEVATION EMBED.EMBEDMENT ESMT EASEMENT EVCE END VERTICAL CURVE ELEVATION EVCS END VERTICAL CURVE STATION EXIST.EXISTING EXP.EXPANSION FD FOUND FG FINISH GRADE FIG.FIGURE FL FLOW LINE (ELEVATION) OR FLANGE FOC FACE OF CURB FT FOOT OR FEET FTG.FOOTING GALV.GALVANIZED G.E. OR GR EL GRATE ELEVATION GIR.GIRDER GRVL GRAVEL HDPE HIGH DENSITY POLYETHYLENE HMA HOT MIX ASPHALT HORZ.HORIZONTAL HP HIGH PRESSURE OR HIGH POINT HT.HEIGHT ID INSIDE DIAMETER IE INVERT ELEVATION JT.JOINT JUT JOINT UTILITY TRENCH LBS.POUNDS LF LINEAR FEET LT LEFT LVC LENGTH OF VERTICAL CURVE MAX.MAXIMUM MH MANHOLE MHW MEAN HIGH WATER MHHW MEAN HIGH HIGH WATER MIC MONUMENT IN CASE MIN.MINIMUM MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES N NORTH NE NORTHEAST NO.NUMBER NW NORTHWEST O.C.ON CENTER O.D.OUTSIDE DIAMETER ABBREVIATION NAME OR PHRASE PAV'T PAVEMENT PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVE PCMS PORTABLE CHANGEABLE MESSAGE SIGN P.E.PLAIN END OR POLYETHYLENE PI POINT OF INTERSECTION PP POLYPROPYLENE P PROPERTY OR PLATE PRC POINT OF REVERSE CURVE PROP.PROPOSED PSI POUND PER SQUARE INCH PT POINT OF TANGENCY OR POINT PVC POLYVINYL CHLORIDE PVI POINT OF VERTICAL INTERSECTION R RADIUS REF.REFERENCE REINF.REINFORCED RGS RIGID GALVANIZED STEEL RJ RESTRAINED JOINT RT RIGHT R/W RIGHT-OF-WAY S SOUTH SD STORM DRAIN SDMH STORM DRAIN MANHOLE SE SOUTHEAST SHT SHEET SPA.SPACE OR SPACING SPEC.SPECIFICATIONS SS SANITARY SEWER SSMH SANITARY SEWER MANHOLE STA.STATION STD STANDARD STIRR.STIRRUPS SW SOUTHWEST SYMM.SYMMETRICAL TEL TELEPHONE TEMP.TEMPORARY TESC TEMP. EROSION & SEDIMENT CONTROL TOC TOP OF CURB TOW TOP OF WALL TYP.TYPICAL U/S UPSTREAM VERT.VERTICAL W WEST W/WITH WS WATER SURFACE WSDOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION LINE AND HATCHING LEGEND CONSTRUCTION SEQUENCE SITE PREPARATION/TESC/DEMOLITION 1.ATTEND PRE-CONSTRUCTION MEETING WITH CITY OF ARLINGTON. 2.INSTALL PERIMETER PROTECTION (SECURITY FENCES, SILT FENCES, ETC.). 3.GRADE AND INSTALL CONSTRUCTION ENTRANCE. 4.CLEAR AND GRUB SITE IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 5.MAINTAIN TESC MEASURES IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, WSDOT STANDARDS, AND THE MANUFACTURER'S RECOMMENDATIONS. 6.RELOCATE/ADJUST TESC MEASURES, OR INSTALL NEW MEASURES, SO THAT AS THE SITE CONDITIONS CHANGE THE TESC IS ALWAYS IN ACCORDANCE WITH THE TESC MINIMUM REQUIREMENTS. GRADING 1.GRADE SITE PER PLAN. UTILITIES 1.RELOCATE EXISTING UTILITIES AS REQUIRED. 2.INSTALL UNDERGROUND UTILITY SYSTEMS. PAVING 1.PAVE PROPOSED ROADWAY SURFACE. 2.PAVE PROPOSED SIDEWALK AND WALKWAY SURFACE. LANDSCAPE 1.PLANTING AND PROPERTY RESTORATION SEE APPLICABLE DISCIPLINE FOR ADDITIONAL LEGEND ℄ RIGHT OF WAY CENTERLINE RIGHT OF WAY MARGIN CITY BOUNDARY CHAIN LINK FENCE WATER LINE SEWER LINE (12") SEWER LINE (12") POWER LINE AERIAL LINE GAS LINE FIBER OPTIC LINE COMMUNICATION LINE RAILING (GUARD/HAND) DRIVEWAY CUTS / HC RAMPS UNDERGROUND UTILITY STRUCTURES EDGE OF GRAVEL / DIRT INTERMEDIATE CONTOUR INDEX CONTOUR COMMUNICATION RISER COMMUNICATION MANHOLE ELECTRICAL METER POWER MANHOLE GAS VALVE GAS METER GAS VAULT SEWER MANHOLE CLEANOUT CATCH BASIN (TYPE 1) CATCH BASIN (TYPE 2) STORM DRAIN MANHOLE WATER MANHOLE FIRE DEPARTMENT CONNECTION POST INDICATOR VALVE IRRIGATION BOX MAIL BOX SIGN TESTPIT MONITORING WELL SURVEY CONTROL POINT SURVEY MONUMENT PROPERTY LINE STORM DRAIN LINE (12") STORM DRAIN LINE (12") EDGE OF WETLAND CLEARING/GRUBBING LIMITS SAWCUT LINE HIGH VISIBILITY SILT FENCE WATTLE ////////////////////////UTILITY REMOVAL PEDESTRIAN RAILING REMOVAL AREA HMA PAVEMENT CEMENT CONCRETE X TREE PROTECTION/SAFETY RAIL DESCRIPTIONPROPOSEDEXISTING SUBSURFACE JUNCTION BOX SURFACE JUNCTION BOX PEDESTRIAN POLE TRAFFIC POLE TRAFFIC SIGNAL HEAD LIGHT POLE ORNAMENTAL STREET LIGHT OR UTILITY POLE W/ LIGHT LUMINAIRE HEAD UTILITY POLE WATER METER GUY ANCHOR POWER VAULT COMMUNICATION VAULT WATER VALVE WATER VAULT FIRE HYDRANT BOLLARD CONIFEROUS TREE DECIDUOUS TREE TREE REMOVAL STORM INLET PROTECTION ELECTRICAL HANDHOLD POWER TRANSFORMER TRAFFIC SIGNAL CABINET STUMP PROPERTY ADDRESS OR PARCEL NUMBER PROPOSED DESCRIPTIONEXISTING WOOD FENCE EDGE OF WATER DITCH/STREAM CENTERLINE MODULAR BLOCK WALL HVF HIGH VISIBILITY FENCE ROCK WALL 1.02 GE N E R A L N O T E S , S Y M B O L S , A N D A B B R E A V I A T I O N S 2 © 2021 OTAK, INC. PROJECT NUMBER Pl o t t e d : F e b 2 4 , 2 0 2 3 - 4 : 1 7 p m K : \ P r o j e c t \ 2 0 8 0 0 \ 2 0 8 2 5 \ 0 4 C A D \ A C A D \ D w g \ 1 . 0 2 . d w g L a y o u t N a m e : 1 . 0 2 DRAWING NO. SHEET RE V I S I O N C O M M E N T S NO . BY RE V I E W DA T E DE S I G N E R DR A W N B Y CH E C K E D B Y Know what's below. before you dig.Call R TITLE OF 14 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com CI T Y O F A R L I N G T O N PRE L I M I N A R Y FO O D T R U C K C O U R T 1 2 3 C P P P SPEED 10 50325 SD CB RIM = 123.26 FULL OF WATER 50389 SD CB RIM = 123.51 8" PVC N (OUT) IE=122.06 50477 SD CB RIM = 123.44 12" PVC OUT (E) IE=121.64 50506 SD CB RIM = 123.76 12" PVC OUT (E) IE=121.91 3" 3" 3" 3" 3" SAC WESTON HIGH SCHOOL 3" 3" BIKE LANE AHEAD NO PARKING ANY TIME NO PARKING ANY TIME NO PARKING ANY TIME S 50825 SS MH 48" CONE RIM = 124.87 12" PVC IN (SW) IE=112.37 12" PVC OUT (N) IE=112.27 S 50828 SS MH 48" CONE RIM = 124.85 12" CONC IN (N) IE=112.20 12" CONC IN (E) IE=112.10 12" CONC IN (W) IE=111.80 12" CONC OUT (S) IE=111.55 S 50830 SS MH 48" CONE RIM = 124.59 12" PVC IN (S) IE=111.07 12" PVC OUT (NW) IE=110.94 S50833 SS MH 48" CONE RIM = 123.89 12" PVC IN (SE) IE=110.84 18" PVC IN (W) IE=110.59 18" PVC OUT (N) IE=110.49 TVTVTVTVTVTVTVTV TV TV TV TV P P P P P P P P P P P P P P P TV TV TV TV TV TV TV TV TV TV TV TV TV TV FOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FO FO FO FO FO FO FO G G G G G G G G G G G G G G G G G G G G G G G G G P P P P P P P P P P P SS SS SS SS SS SS SS SS P P P P FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO SSW WW W W W W W W AIRPORT BUSINESS PARK 3.5' METAL FENCE W/ 4 STRANDS OF WIRE 8" CONC WALL CITY OF ARLINGTON 124 124 124 123 124 125 124 125 124 124 124 12 5 12 4 12 4 125 126 TV W W W W W W W W 3.5 ' M E T A L F E N C E W / 4 S T R A N D S O F W I R E SURVEY CONTROL POINT, (TYP.) SURVEY CONTROL POINT # 1 2 3 NORTHING 423400.87 423447.04 423078.95 EASTING 1316264.82 1316687.24 1316544.44 ELEVATION 124.58 124.99 124.24 DESCRIPTION C-BC C-BC C-RPCotak PROJECT COORDINATES AND ELEVATIONS: COORDINATES ARE WASHINGTON STATE PLANE NORTH ZONE, NAD83 (2011) 2010.00 ELEVATIONS ARE NAVD88 UNITS IN US SURVEY FEET NOTE: CONTOURS SHOWN AT 1' INTERVALS. RIGHT-OF-WAY LINES SHOWN ARE BASED ON SNOHOMISH COUNTY GIS DATA AND HAVE NOT BEEN VERIFIED. 1.03 EX S I T N G C O N D I T I O N S A N D S U R V E Y C O N T R O L 3 © 2021 OTAK, INC. PROJECT NUMBER Pl o t t e d : F e b 2 4 , 2 0 2 3 - 4 : 1 7 p m K : \ P r o j e c t \ 2 0 8 0 0 \ 2 0 8 2 5 \ 0 4 C A D \ A C A D \ D w g \ 1 . 0 3 . d w g L a y o u t N a m e : 1 . 0 3 DRAWING NO. SHEET RE V I S I O N C O M M E N T S NO . BY RE V I E W DA T E DE S I G N E R DR A W N B Y CH E C K E D B Y Know what's below. before you dig.Call R TITLE OF 14 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com CI T Y O F A R L I N G T O N 36814 JON M. Y A MASHITA PROFESSIONAL LAND SURVEYOR REGI S T E RED STATE OF W A SHINGTON PRE L I M I N A R Y FO O D T R U C K C O U R T SCALE IN FEET 30 0 30 60 SURVEY NOTES RIGHT OF WAY LINES SHOWN ARE BASED ON SNOHOMISH COUNTY GIS DATA AND HAVE NOT BEEN VERIFIED. 1 2 3 C P P P SPEED 10 50325 SD CB RIM = 123.26 FULL OF WATER 50389 SD CB RIM = 123.51 8" PVC N (OUT) IE=122.06 50477 SD CB RIM = 123.44 12" PVC OUT (E) IE=121.64 50506 SD CB RIM = 123.76 12" PVC OUT (E) IE=121.91 3" 3" 3" 3" 3" SAC WESTON HIGH SCHOOL 3" 3" BIKE LANE AHEAD NO PARKING ANY TIME NO PARKING ANY TIME NO PARKING ANY TIME S 50825 SS MH 48" CONE RIM = 124.87 12" PVC IN (SW) IE=112.37 12" PVC OUT (N) IE=112.27 S 50828 SS MH 48" CONE RIM = 124.85 12" CONC IN (N) IE=112.20 12" CONC IN (E) IE=112.10 12" CONC IN (W) IE=111.80 12" CONC OUT (S) IE=111.55 S 50830 SS MH 48" CONE RIM = 124.59 12" PVC IN (S) IE=111.07 12" PVC OUT (NW) IE=110.94 S50833 SS MH 48" CONE RIM = 123.89 12" PVC IN (SE) IE=110.84 18" PVC IN (W) IE=110.59 18" PVC OUT (N) IE=110.49 TVTVTVTVTVTVTVTV TV TV TV TV P P P P P P P P P P P P P P P TV TV TV TV TV TV TV TV TV TV TV TV TV TV FOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FO FO FO FO FO FO FO G G G G G G G G G G G G G G G G G G G G G G G G G P P P P P P P P P P P SS SS SS SS SS SS SS SS P P P P FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO SSW WW W W W W W W AIRPORT BUSINESS PARK 3.5' METAL FENCE W/ 4 STRANDS OF WIRE 8" CONC WALL CITY OF ARLINGTON 124 124 124 123 124 125 124 125 124 124 124 12 5 12 4 12 4 125 126 TV W W W W W W W W 3.5 ' M E T A L F E N C E W / 4 S T R A N D S O F W I R E X X X X X X X X X X X X X X XXXXXXXXXXXX X XX X X X X X X X X X X X X X X X X X X X 2 1 4 TV LINE 4 SEWER 4FIBER OPTIC LINE (TYP.) 4GAS 4 TV LINE 3TREES (TYP.) 4 WATER 3CATCH BASIN 3 SIGN 6 TESC AND DEMOLITION NOTES REMOVE EXISTING PAVEMENT AND CURB, GUTTER, AND/ OR SIDEWALK AS REQUIRED FOR INSTALLATION OF IMPROVEMENTS. CURB, GUTTER AND/ OR SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT BEYOND THE IMPROVEMENTS , OR PROVIDE SAWCUT. SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT OR CONCRETE PAVEMENT, LIMITS PER PLAN. EXISTING FEATURES OR STRUCTURES TO REMAIN, PROTECT DURING CONSTRUCTION. EXISTING UTILITY TO REMAIN, PROTECT DURING CONSTRUCTION. EXISTING UTILITY TO BE REMOVED/ RELOCATED BY OTHERS. CONSTRUCTION ENTRANCE PER WSDOT STD PLAN I-80.10-02 GENERAL NOTES TESC AND DEMOLITION NOTES SILT FENCE CHAIN LINK FENCE CLEARING AND GRUBBING LIMITS SAWCUT PAVEMENT REMOVAL STORM INLET PROTECTION TREE PROTECTION 1.INLET PROTECTION SHALL BE PROVIDED AND MAINTAINED AT ALL EXISTING AND PROPOSED STORM INLET PRIOR TO AND FOR THE DURATION OF CONSTRUCTION OPERATIONS. 2.LOCATION OF TESC MEASURES ARE APPROXIMATE AND SHALL BE FIELD LOCATED TO ACCOMMODATE SITE CONDITIONS AND WORK SCHEDULE. 1 2 3 4 5 X 6 2.01 TE S C A N D D E M O L I T I O N P L A N 4 © 2021 OTAK, INC. PROJECT NUMBER Pl o t t e d : F e b 2 4 , 2 0 2 3 - 4 : 1 7 p m K : \ P r o j e c t \ 2 0 8 0 0 \ 2 0 8 2 5 \ 0 4 C A D \ A C A D \ D w g \ 2 . 0 1 . d w g L a y o u t N a m e : 2 . 0 1 DRAWING NO. SHEET RE V I S I O N C O M M E N T S NO . BY RE V I E W DA T E DE S I G N E R DR A W N B Y CH E C K E D B Y Know what's below. before you dig.Call R TITLE OF 14 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com CI T Y O F A R L I N G T O N PRE L I M I N A R Y FO O D T R U C K C O U R T SCALE IN FEET 30 0 30 60 1 2 3 C SPEED 10 SAC WESTON HIGH SCHOOL BIKE LANE AHEAD NO PARKING ANY TIME NO PARKING ANY TIME NO PARKING ANY TIME 50825 SS MH 48" CONE RIM = 124.87 12" PVC IN (SW) IE=112.37 12" PVC OUT (N) IE=112.27 50828 SS MH 48" CONE RIM = 124.85 12" CONC IN (N) IE=112.20 12" CONC IN (E) IE=112.10 12" CONC IN (W) IE=111.80 12" CONC OUT (S) IE=111.55 AIRPORT BUSINESS PARK 3.5' METAL FENCE W/ 4 STRANDS OF WIRE 8" CONC WALL CITY OF ARLINGTON 124 3.5 ' M E T A L F E N C E W / 4 S T R A N D S O F W I R E 20 ' 20 ' 10 ' 96' 40 ' 40 ' 70' 13' 40 ' 24 ' 20'20'20' 20. 0 0 ' RESTROOMS SHELTER (7) MOTORCYCLE PARKING (8) BIKE RACKS FOOD TRUCK PARKING COVE R E D S T A G E (2) POTENTIAL PICKLEBALL COURT (4) ACCESSIBLE PARKING STALL, TYP. 1 2(TYP.) 3TYP. 4 TYP. 5TYP. 20.00' 10TYP. 8TYP. 9TYP. 7TYP. 6TYP. 11TYP. SE E S H E E T 3 . 0 2 FO R S E C T I O N 12 13TYP. CONSTRUCTION NOTES CONSTRUCT HOT MIX ASPHALT PAVEMENT PER DETAIL ON SHEET 5.02 CONSTRUCT CEMENT CONCRETE SIDEWALK PER CITY OF ARLINGTON STANDARD R-170 INSTALL CEMENT CONCRETE 6" VERTICAL CURB AND GUTTER PER CITY ARLINGTON STD R-180 PLANTING AREA, SEE LANDSCAPE PLANS FOR DETAILS INSTALL PARKING PAVEMENT MARKING PER WSDOT STD PLAN M-17.10-02. INSTALL NO PARKING SIGN PER DETAIL SEE SHEET 3.03 INSTALL ADA PARKING SIGN PER DETAIL SEE SHEET 3.03 INSTALL 4 SEAT PICNIC TABLE PER DETAIL SEE SHEET 3.02 INSTALL ACCESSIBLE PARKING MARKINGS PER WSDOT STD PLAN M17-.10-02 INSTALL PEDESTRIAN CROSSING PER WSDOT STD PLAN M-15.10-01 INSTALL WHEEL STOP PER DETAIL SEE SHEET 3.03 CURB AND GUTTER TRANSITION TO ROLLED CURB SEE DETAIL ON SHEET 3.05 VALLEY GUTTER SEE DETAIL ON SHEET 3.05 1 2 3 4 5 6 7 8 9 10 11 12 13 3.01 SI T E P L A N 5 © 2021 OTAK, INC. PROJECT NUMBER Pl o t t e d : F e b 2 4 , 2 0 2 3 - 4 : 1 8 p m K : \ P r o j e c t \ 2 0 8 0 0 \ 2 0 8 2 5 \ 0 4 C A D \ A C A D \ D w g \ 3 . 0 1 . d w g L a y o u t N a m e : 3 . 0 1 DRAWING NO. SHEET RE V I S I O N C O M M E N T S NO . BY RE V I E W DA T E DE S I G N E R DR A W N B Y CH E C K E D B Y Know what's below. before you dig.Call R TITLE OF 14 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com CI T Y O F A R L I N G T O N PRE L I M I N A R Y FO O D T R U C K C O U R T SCALE IN FEET 30 0 30 60 BARNPLAYGROUND FOOD TRUCK PARKING 20' ONE WAY TRAVEL LANE 2'20'PARKING 6" 10' FOOD TRUCK PARKING0.5' CURB 5' SIDEWALK 6" 2" x 4" (NOMINAL) SLATS78-1/8" 47 - 1 / 4 " 30 " RE C O M M E N D E TA B L E HE I G H T 47" 3.02 SI T E D E T A I L S 6 © 2021 OTAK, INC. PROJECT NUMBER Pl o t t e d : F e b 2 4 , 2 0 2 3 - 4 : 1 8 p m K : \ P r o j e c t \ 2 0 8 0 0 \ 2 0 8 2 5 \ 0 4 C A D \ A C A D \ D w g \ 3 . 0 2 . d w g L a y o u t N a m e : 3 . 0 2 DRAWING NO. SHEET RE V I S I O N C O M M E N T S NO . BY RE V I E W DA T E DE S I G N E R DR A W N B Y CH E C K E D B Y Know what's below. before you dig.Call R TITLE OF 14 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com CI T Y O F A R L I N G T O N PRE L I M I N A R Y FO O D T R U C K C O U R T CONCRETE FOOTINGS BASED ON LOCAL SOIL CONDITIONS MOUNTING STANDARD IN-GROUND (AS SHOWN) AND OPTIONAL SURFACE TABLE SIZES STANDARD 3' SQUARE TOP STANDARD 4' SQUARE TOP (AS SHOWN) TABLE TOP AVAILABLE WITH OFF-CENTER UMBRELLA HOLE OR GAMEBOARD (CHECKERBOARD) NOTES: 1. DRAWINGS NOT TO SCALE. DO NOT SCALE DRAWINGS. 2. ALL FABRICATED METAL COMPONENTS ARE STEEL SHOTBLASTED, ETCHED, PHOSPHATIZED, PREHEATED, AND ELECTROSTATICALLY POWDER-COATED WITH T.G.I.C. POLYESTER POWDER COATINGS. PRODUCTS ARE FULLY CLEANED AND PRETREATED, PREHEATED AND COATED WHILE HOT TO FILL CREVICES AND BUILD COATING FILM. COATED PARTS ARE THEN FULLY CURED TO COATING MANUFACTURER'S SPECIFICATIONS. THE THICKNESS OF THE RESULTING FINISH AVERAGES 8-10 MILS (200-250 MICRONS). 3. THIS VICTOR STANLEY, INC. PRODUCT MUST BE PERMANENTLY AFFIXED IN THE GROUND. CONSULT YOUR LOCAL CODES FOR REGULATIONS. 4. FOR HIGH SALT ABUSIVE CLIMATES, HOT-DIP GALVANIZING BEFORE POWDER COATING IS AVAILABLE. HOT-DIP GALVANIZING IS PERFORMED FOR VICTOR STANLEY, INC. BY AN EXPERIENCED QUALIFIED FIRM TO WHICH PRODUCTS ARE SHIPPED FOR GALVANIZING. HOT-DIP GALVANIZING INCLUDES AN AGGRESSIVE PRE-TREATMENT AND IMMERSION IN A TANK OF CHARGED LIQUID ZINC AT OR AROUND 860°F (460°C). THE RESULTING SURFACE IS RESISTANT TO RUST BUT HAS SOME UNEVENNESS RESULTING FROM THE BONDING OF THE ZINC TO THE STEEL SURFACE. AS A RESULT, THE POWDER-COATING SURFACE FINISH OVER THAT GALVANIZED SURFACE MAY EXHIBIT BUMPS, UNEVENNESS, AND MAY NOT BE AS SMOOTH AS THE STANDARD FINISH; THIS UNEVEN AND INCONSISTENT FINISH IS NORMAL FOR GALVANIZING. CONTACT MANUFACTURER FOR DETAILS. 5. ALL SPECIFICATIONS ARE SUBJECT TO CHANGE. CONTACT MANUFACTURER FOR DETAILS. 6. THIS PRODUCT IS SHIPPED PARTIALLY UNASSEMBLED. AVAILABLE OPTIONS: POWDER COATING 10 STANDARD COLORS, 2 OPTIONAL METALLIC COLORS, CUSTOM COLORS (INCLUDING THE RAL RANGE) SLAT TYPES IPE WOOD OR 2nd SITE SYSTEMS® REINFORCED RECYCLED PLASTIC SLATS (AS SHOWN) 2nd SITE SYSTEMS® COLORS: GRAY, MAPLE, CHERRY, AND WALNUT IN-GROUND PICNIC TABLE (4-SEAT) SCALE 4' BLACK VINYL CHAINLINK FENCE SCALE DRINKING FOUNTAIN W/ BOTTLE FILLER SCALE ACCESSIBLE IN-GROUND PICNIC TABLE (3-SEAT) SCALE ONE WAY AISLE SECTION SCALE 10-3/4" 17 " RE C O M M E N D E D SE A T HE I G H T 44 " 3/8" x 1" SOLID STEEL BARS FOR ADDITIONAL SUPPORT 4" SQUARE TUBULAR STEEL POST 3" TUBULAR STEEL A STEEL ANCHOR TAB IS WELDED TO THE BOTTOM OF THE POST TO HELP SECURE THE ASSEMBLY IN THE CONCRETE FOOTING 0.5' CURB 5' SIDEWALK 0.5' EXIST. CURB 11.5' EXIST. TRAVEL LANE 11.5' EXIST. TRAVEL LANE 2'19'PARKING VARIES EXIST. SIDEWALK 6" 12-1 / 2 " 6' 4-1/ 2 " 3.03 SI T E D E T A I L S 7 © 2021 OTAK, INC. PROJECT NUMBER Pl o t t e d : F e b 2 4 , 2 0 2 3 - 4 : 1 8 p m K : \ P r o j e c t \ 2 0 8 0 0 \ 2 0 8 2 5 \ 0 4 C A D \ A C A D \ D w g \ 3 . 0 2 . d w g L a y o u t N a m e : 3 . 0 3 DRAWING NO. SHEET RE V I S I O N C O M M E N T S NO . BY RE V I E W DA T E DE S I G N E R DR A W N B Y CH E C K E D B Y Know what's below. before you dig.Call R TITLE OF 14 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com CI T Y O F A R L I N G T O N PRE L I M I N A R Y FO O D T R U C K C O U R T PRECAST WHEEL STOP (BUMPER GUARD) SCALE ACCESSIBLE PARKING SIGN INSTALLATION SCALE PAVEMENT RESTORATION SCALE RESERVED PARKING MIN. POST HOLE DIAMETER IS THE WIDEST POST DIMENSION PLUS 6" COMPACT NATIVE BACKFILL MATERIAL 4 x 4 WOOD POST FINISH GRADE MUTCD SIGN R7-8 TRASH AND RECYCLE RECETACLES SCALE BIKE RACK SCALE PLAY AREA SURFACING SCALE TAPERED HOLES 1-3/8" x 1" 5" 6" 1" 12" M I N . 3.04 SI T E D E T A I L S 8 © 2021 OTAK, INC. PROJECT NUMBER Pl o t t e d : F e b 2 4 , 2 0 2 3 - 4 : 1 8 p m K : \ P r o j e c t \ 2 0 8 0 0 \ 2 0 8 2 5 \ 0 4 C A D \ A C A D \ D w g \ 3 . 0 2 . d w g L a y o u t N a m e : 3 . 0 4 DRAWING NO. SHEET RE V I S I O N C O M M E N T S NO . BY RE V I E W DA T E DE S I G N E R DR A W N B Y CH E C K E D B Y Know what's below. before you dig.Call R TITLE OF 14 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com CI T Y O F A R L I N G T O N PRE L I M I N A R Y FO O D T R U C K C O U R T FOOD TRUCK ALLEY SHELTER SCALE BARN SHELTER SCALE RESTROOM SCALE STAGE STRUCTURE SCALE MOVEABLE TABLE SCALE MOVEABLE CHAIRS SCALE 6" 3.05 SI T E D E T A I L S 9 © 2021 OTAK, INC. PROJECT NUMBER Pl o t t e d : F e b 2 4 , 2 0 2 3 - 4 : 1 8 p m K : \ P r o j e c t \ 2 0 8 0 0 \ 2 0 8 2 5 \ 0 4 C A D \ A C A D \ D w g \ 3 . 0 2 . d w g L a y o u t N a m e : 3 . 0 5 DRAWING NO. SHEET RE V I S I O N C O M M E N T S NO . BY RE V I E W DA T E DE S I G N E R DR A W N B Y CH E C K E D B Y Know what's below. before you dig.Call R TITLE OF 14 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com CI T Y O F A R L I N G T O N PRE L I M I N A R Y FO O D T R U C K C O U R T CURB AND GUTTER TO ROLLED CURB TRANSITION SCALE: NTS VALLEY GUTTER SCALE: NTS 1 2 3 C P P P SPEED 10 50325 SD CB RIM = 123.26 FULL OF WATER 50389 SD CB RIM = 123.51 8" PVC N (OUT) IE=122.06 50477 SD CB RIM = 123.44 12" PVC OUT (E) IE=121.64 50506 SD CB RIM = 123.76 12" PVC OUT (E) IE=121.91 3" 3" 3" 3" 3" SAC WESTON HIGH SCHOOL 3" 3" BIKE LANE AHEAD NO PARKING ANY TIME NO PARKING ANY TIME NO PARKING ANY TIME S 50825 SS MH 48" CONE RIM = 124.87 12" PVC IN (SW) IE=112.37 12" PVC OUT (N) IE=112.27 S 50828 SS MH 48" CONE RIM = 124.85 12" CONC IN (N) IE=112.20 12" CONC IN (E) IE=112.10 12" CONC IN (W) IE=111.80 12" CONC OUT (S) IE=111.55 S 50830 SS MH 48" CONE RIM = 124.59 12" PVC IN (S) IE=111.07 12" PVC OUT (NW) IE=110.94 S50833 SS MH 48" CONE RIM = 123.89 12" PVC IN (SE) IE=110.84 18" PVC IN (W) IE=110.59 18" PVC OUT (N) IE=110.49 TVTVTVTVTVTVTVTV TV TV TV TV P P P P P P P P P P P P P P P TV TV TV TV TV TV TV TV TV TV TV TV TV TV FOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FO FO FO FO FO FO FO G G G G G G G G G G G G G G G G G G G G G G G G G P P P P P P P P P P P SS SS SS SS SS SS SS SS P P P P FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO SSW WW W W W W W W AIRPORT BUSINESS PARK 3.5' METAL FENCE W/ 4 STRANDS OF WIRE 8" CONC WALL CITY OF ARLINGTON TV W W W W W W W W 3.5 ' M E T A L F E N C E W / 4 S T R A N D S O F W I R E 123 123 124 124 124 12 4 124 124 12412 4 124 12 4 12 4 125125 124 124 125 124 126 126 127125 125 124 126 126 127 125 125 124 126 126 127 12 512 5 12 4 12 612612 7 12 5 12 6 126 SSSS 1 INFILTRATION TRENCH 32 4 4 CONSTRUCTION NOTES INSTALL INFILTRATION TRENCH 250' x18' x 4.5' (PRELIMINARY SIZING) PER DETAIL ON SHEET 4.02. INSTALL UNDER DRAIN PER DETAIL ON SHEET 4.02. INSTALL COALESCING PLATE OIL / WATER SEPARATOR SIZING TO BE DETERMINED HYDRODYNAMIC SEPARATOR CONTECH CDS1515-3-C OR APPROVED EQUAL 1 2 3 4 4.01 GR A D I N G A N D D R A I N A G E P L A N 10 © 2021 OTAK, INC. PROJECT NUMBER Pl o t t e d : F e b 2 4 , 2 0 2 3 - 4 : 1 8 p m K : \ P r o j e c t \ 2 0 8 0 0 \ 2 0 8 2 5 \ 0 4 C A D \ A C A D \ D w g \ 4 . 0 1 . d w g L a y o u t N a m e : 4 . 0 1 DRAWING NO. SHEET RE V I S I O N C O M M E N T S NO . BY RE V I E W DA T E DE S I G N E R DR A W N B Y CH E C K E D B Y Know what's below. before you dig.Call R TITLE OF 14 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com CI T Y O F A R L I N G T O N PRE L I M I N A R Y FO O D T R U C K C O U R T SCALE IN FEET 30 0 30 60 DETAIL NOTES AREA DRAINS TO BE CONSTRUCTED FROM CONCRETE PIPE, IN ACCORDANCE WITH ASTM C14 OR APPROVED EQUAL. CUTOUT HOLE SIZE EQUAL TO OUTLET PIPE OUTSIDE DIAMETER PLUS YARD DRAIN WALL THICKNESS. CONNECTION TO OUTLET PIPE TO BE MORTARED AND MADE FLUSH WITH INSIDE OF THE YARD DRAIN WALL. CAST IRON BELL GRATE. FITS INTO BELL RECESS AND EXTENDS FLUSH WITH FACE OF BELL. THE GRATE SHALL BE ADA COMPLIANCE AND SHALL HAVE SLOTS (HOLES) THAT CONSTITUTE 50 PERCENT OPEN AREA FOR DRAINAGE. INLET BELL SURFACE SHALL BE FINISHED TO ASSURE NON-ROCKING FIT WITH ANY COVER. FILL BOTTOM WITH CONCRETE 4 INCHES MIN. CONVEYANCE PIPE, SIZE PER PLANS 12" DIAM FOR 8" OR SMALLER CONVEYANCE PIPES, 18" DIAM FOR 10" TO 12" CONVEYANCE PIPES. CONCRETE INLET STRUCTURE DUCTILE IRON 12"X12" DRAIN GRATE (12" SQ. OPCB) PER URBAN ACCESSORIES, OR APPROVED EQUAL PIPE SIZE AND SLOPE PER PLAN. CONNECT TO STORM DRAIN SYSTEM 15 " NTS AREA DRAIN TYPE A 6 4 6 6 7 5 1 2 3 4 5 6 7 NTS INFILTRATION TRENCH FLOW COMPACTED BACKFILL OR UNDISTURBED NATIVE SOIL 12" MIN. GEOTEXTILE OVERLAP ONE WAY ROAD SEE SECTION ON SHEET 3.02 18' LOOSEN NATIVE OR BACKFILL MATERIAL TO 6" MIN. DEPTH PRIOR TO PLACING GRAVEL BACKFILL GRAVEL BACKFILL FOR DRYWELLS PER WSDOT STD SPECIFICATIONS 9-03.12(5) WRAPPED WITH CONSTRUCTION GEOTEXTILE FOR SEPARATION PER WSDOT STD SPECIFICATIONS 9-33 4. 5 ' PLACE CONSTRUCTION GEOTEXTILE FOR SEPARATION OVER BIAXIAL GEOGRID CROSS TOP OF TRENCH GRAVEL BACKFILL FOR DRYWELLS PER WSDOT STD SPECIFICATIONS 9-03.12(5) 4.5'4.5' 12" PERF PIPE NTS UNDERDRAIN PIPE 1. NOTE: CLEANOUT SHALL BE PROVIDED AT PIPE ENDS AND EVERY 100'. 4" 18 " 12 " EXISTING OR FINISHED GRADE OVERLAP FABRIC 6" MIN. 6" PERF. PVC (SDR 35 OR GREATER) OR CORRUGATED POLYETHYLENE PYPE WITH SMOOTH INTERIOR WALL. GEOTEXTILE FABRIC MIRAFI 140 NS OR APPROVED EQUAL. GRAVEL BACKFILL FOR DRAINS, PER STD. SPEC. 9-03.12(4) UNDISTURBED NATIVE MATERIAL COMPACTED EXCAVATED MATERIAL 4.02 DR A I N A G E D E T A I L S 11 © 2021 OTAK, INC. PROJECT NUMBER Pl o t t e d : F e b 2 4 , 2 0 2 3 - 4 : 1 8 p m K : \ P r o j e c t \ 2 0 8 0 0 \ 2 0 8 2 5 \ 0 4 C A D \ A C A D \ D w g \ 4 . 0 2 - 4 . 0 3 . d w g L a y o u t N a m e : 4 . 0 2 DRAWING NO. SHEET RE V I S I O N C O M M E N T S NO . BY RE V I E W DA T E DE S I G N E R DR A W N B Y CH E C K E D B Y Know what's below. before you dig.Call R TITLE OF 14 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com CI T Y O F A R L I N G T O N PRE L I M I N A R Y FO O D T R U C K C O U R T 4.03 DR A I N A G E D E T A I L S 12 © 2021 OTAK, INC. PROJECT NUMBER Pl o t t e d : F e b 2 4 , 2 0 2 3 - 4 : 1 8 p m K : \ P r o j e c t \ 2 0 8 0 0 \ 2 0 8 2 5 \ 0 4 C A D \ A C A D \ D w g \ 4 . 0 2 - 4 . 0 3 . d w g L a y o u t N a m e : 4 . 0 3 DRAWING NO. SHEET RE V I S I O N C O M M E N T S NO . BY RE V I E W DA T E DE S I G N E R DR A W N B Y CH E C K E D B Y Know what's below. before you dig.Call R TITLE OF 14 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com CI T Y O F A R L I N G T O N PRE L I M I N A R Y FO O D T R U C K C O U R T SCALE IN FEET 20 0 20 40 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8''W 8''W 8''W8''W S6''SS6''SSSSS6''SS6''SS6''SS6''SS6''SS 1 2 3 C P P P SPEED 10 50325 SD CB RIM = 123.26 FULL OF WATER 50389 SD CB RIM = 123.51 8" PVC N (OUT) IE=122.06 50477 SD CB RIM = 123.44 12" PVC OUT (E) IE=121.64 50506 SD CB RIM = 123.76 12" PVC OUT (E) IE=121.91 3" 3" 3" 3" 3" SAC WESTON HIGH SCHOOL 3" 3" BIKE LANE AHEAD NO PARKING ANY TIME NO PARKING ANY TIME NO PARKING ANY TIME S 50825 SS MH 48" CONE RIM = 124.87 12" PVC IN (SW) IE=112.37 12" PVC OUT (N) IE=112.27 S 50828 SS MH 48" CONE RIM = 124.85 12" CONC IN (N) IE=112.20 12" CONC IN (E) IE=112.10 12" CONC IN (W) IE=111.80 12" CONC OUT (S) IE=111.55 S 50830 SS MH 48" CONE RIM = 124.59 12" PVC IN (S) IE=111.07 12" PVC OUT (NW) IE=110.94 S50833 SS MH 48" CONE RIM = 123.89 12" PVC IN (SE) IE=110.84 18" PVC IN (W) IE=110.59 18" PVC OUT (N) IE=110.49 TVTVTVTVTVTVTVTV TV TV TV TV P P P P P P P P P P P P P P P TV TV TV TV TV TV TV TV TV TV TV TV TV TV FOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FO FO FO FO FO FO FO G G G G G G G G G G G G G G G G G G G G G G G G G P P P P P P P P P P P SS SS SS SS SS SS SS SS P P P P FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO SSW WW W W W W W W AIRPORT BUSINESS PARK 3.5' METAL FENCE W/ 4 STRANDS OF WIRE 8" CONC WALL CITY OF ARLINGTON TV W W W W W W W W 3.5 ' M E T A L F E N C E W / 4 S T R A N D S O F W I R E 123 123 124 124 124 12 4 124 124 12412 4 124 12 4 12 4 125125 124 124 125 124 126 126 127125 125 124 126 126 127 125 125 124 126 126 127 12 512 5 12 4 12 612612 7 12 5 12 6 126 2 1 3 (TYP.) 4TYP.5TYP. CONSTRUCTION NOTES INSTALL SIDE SEWER CLEANOUT PER CITY OF ARLINGTON STD DETAIL SS-08 INSTALL SIDE SEWER MIN 6" DIA. AND MIN 2% SLOPE. INSTALL 8" WATER MAIN PER CITY STD XX. INSTALL FIRE HYDRANT, ASSEMBLY PER CITY STD W-010 AND W-160 45° MJXMJ BEND AND THRUST BLOCK PER CITY STD W-160 1 2 3 4 5 5.01 WA T E R A N D S E W E R P L A N 13 © 2021 OTAK, INC. PROJECT NUMBER Pl o t t e d : F e b 2 4 , 2 0 2 3 - 4 : 1 9 p m K : \ P r o j e c t \ 2 0 8 0 0 \ 2 0 8 2 5 \ 0 4 C A D \ A C A D \ D w g \ 5 . 0 1 . d w g L a y o u t N a m e : 5 . 0 1 DRAWING NO. SHEET RE V I S I O N C O M M E N T S NO . BY RE V I E W DA T E DE S I G N E R DR A W N B Y CH E C K E D B Y Know what's below. before you dig.Call R TITLE OF 14 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com CI T Y O F A R L I N G T O N PRE L I M I N A R Y FO O D T R U C K C O U R T SCALE IN FEET 30 0 30 60 5.02 WA T E R A N D S E W E R D E T A I L S 14 © 2021 OTAK, INC. PROJECT NUMBER Pl o t t e d : F e b 2 4 , 2 0 2 3 - 4 : 1 9 p m K : \ P r o j e c t \ 2 0 8 0 0 \ 2 0 8 2 5 \ 0 4 C A D \ A C A D \ D w g \ 5 . 0 2 . d w g L a y o u t N a m e : 5 . 0 2 DRAWING NO. SHEET RE V I S I O N C O M M E N T S NO . BY RE V I E W DA T E DE S I G N E R DR A W N B Y CH E C K E D B Y Know what's below. before you dig.Call R TITLE OF 14 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com CI T Y O F A R L I N G T O N PRE L I M I N A R Y FO O D T R U C K C O U R T 1 2 3 C P P P 3" 3" 3" 3" 3" 3" 3" S S 3.5' METAL FENCE W/ 4 STRANDS OF WIRE 8" CONC WALL 3.5 ' M E T A L F E N C E W / 4 S T R A N D S O F W I R E 6.01 LA N D S C A P E P L A N 15 © 2021 OTAK, INC. PROJECT NUMBER Pl o t t e d : F e b 2 4 , 2 0 2 3 - 4 : 2 0 p m K : \ P r o j e c t \ 2 0 8 0 0 \ 2 0 8 2 5 \ 0 4 C A D \ A C A D \ D w g \ 6 . 0 1 . d w g L a y o u t N a m e : 6 . 0 1 DRAWING NO. SHEET RE V I S I O N C O M M E N T S NO . BY RE V I E W DA T E DE S I G N E R DR A W N B Y CH E C K E D B Y Know what's below. before you dig.Call R TITLE OF 14 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com CI T Y O F A R L I N G T O N PRE L I M I N A R Y FO O D T R U C K C O U R T SCALE IN FEET 30 0 30 60 LEGEND INSTALL 24" DEEP ROOT BARRIER CONSTRUCTION NOTES 24" DEEP ROOT BARRIER ACER RUBRUM 'BOWHALL'/BOWHALL RED MAPLE SEE DWG 6.02 FOR TREE PLANTING DETAIL ACER RUBRUM 'FRANK JR.'/REDPOINT MAPLE SEE DWG 6.02 FOR TREE PLANTING DETAIL FRAXINUS OXYCARPA 'RAYWOOD'/RAYWOOD ASH SEE DWG 6.02 FOR TREE PLANTING DETAIL SEEDED LAWN MIX SEE DWG 6.02 FOR MIX COMPOSITION GROUNDCOVER MIX SEE DWG 6.02 FOR MIX COMPOSITION AND DETAIL 1.RESTORE ALL GRASS AREAS DISTURBED DURING CONSTRUCTION. 2.SEE PLANTING DETAILS AND PLANT SCHEDULE ON DWG 6.02 GENERAL NOTES 1 TREES BOTANICAL / COMMON NAME SIZE QTY Acer rubrum 'Bowhall' / Bowhall Red Maple 3" Cal.27 Acer rubrum 'Frank Jr.' / Redpointe® Maple 3" Cal.25 Fraxinus oxycarpa 'Raywood' / Raywood Ash 3" Cal.10 SEEDED LAWN MIX QTY Festuca rubra arenaria 'Garnet' / Garnet Creeping Red Fescue 124,200 sf Festuca rubra commutata 'Windward' / Windward Chewings Fescue Lolium perenne 'Bandalore' / Bandalore Perennial Ryegrass Lolium perenne 'Hancock' / Hancock Perennial Ryegrass Lolium perenne Fiesta 4 / Fiesta 4 Perennial Ryegrass GROUND COVER MIX QTY Ajuga reptans 'Chocolate Chip' / Chocolate Chip Ajuga 915 sf Allium senescens 'Blue Eddy' / Blue Eddy Allium Helleborus x glandorfenss 'COSEH 5500 / Ice N' Roses Bianco Hellebore Liriope muscari 'EXC 051' / Purple Explosion Lilyturf Narcissus 'Crewenna' / Crewenna Daffodil PLANT SCHEDULE 6.02 LA N D S C A P E D E T A I L S 16 © 2021 OTAK, INC. PROJECT NUMBER Pl o t t e d : F e b 2 4 , 2 0 2 3 - 4 : 2 1 p m K : \ P r o j e c t \ 2 0 8 0 0 \ 2 0 8 2 5 \ 0 4 C A D \ A C A D \ D w g \ 6 . 0 2 . d w g L a y o u t N a m e : 6 . 0 2 DRAWING NO. SHEET RE V I S I O N C O M M E N T S NO . BY RE V I E W DA T E DE S I G N E R DR A W N B Y CH E C K E D B Y Know what's below. before you dig.Call R TITLE OF 14 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com CI T Y O F A R L I N G T O N STATE OF WA SHINGTONCURTIS R . LAPIERRE LICENSED LANDSCAPE ARCHITECT NO. 474 EXP . 01/08/2023 PRE L I M I N A R Y FO O D T R U C K C O U R T TREE PLANTING DETAIL SCALE SCARIFY TO DECOMPACT SUBBASE 24" OF TOPSOIL TYPE A INSTALL ROOT BARRIER TO 24" DEPTH FROM 2" BELOW EDGE OF PLANTING BED SET ROOTBALL ON COMPACTED TOPSOIL TYPE A TO PREVENT ROOTBALL SETTLING. CUT AND REMOVE TWINE AND BURLAP FROM TOP AND SIDES OF ROOTBALL. REMOVE ALL WIRE BASKETS. 3" OF LANDSCAPE MULCH (PLACE IN A 3' RADIUS RING AROUND EACH TREE AND KEEP MULCH 4" FROM BASE OF TRUNK) ROOT CROWN 2" ABOVE FINISH GRADE FINISHED GRADE SHALL BE 1" BELOW EDGE OF PLANTING BED TREE PER PLAN AND SPECIFICATIONS PICNIC AREA GROUND COVER, GRASS, AND PAVER DETAIL SCALE GROUNDCOVER PLANTING DETAIL SCALE SPACING DETAIL SCALE 1 2 3 C P P P TVTVTVTVTVTVTVTV TV TV TV TV P P P P P P P P P P P P P P P TV TV TV TV TV TV TV TV TV TV TV TV TV TV FOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FO FO FO FO FO FO FO G G G G G G G G G G G G G G G G G G G G G G G G G P P P P P P P P P P P SS SS SS SS SS SS SS SS P P P P FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO SSW WW W W W W W W TV W W W W W W W W 7.01 IR R I G A T I O N P L A N 17 © 2021 OTAK, INC. PROJECT NUMBER Pl o t t e d : F e b 2 4 , 2 0 2 3 - 4 : 2 1 p m K : \ P r o j e c t \ 2 0 8 0 0 \ 2 0 8 2 5 \ 0 4 C A D \ A C A D \ D w g \ 7 . 0 1 . d w g L a y o u t N a m e : 7 . 0 1 DRAWING NO. SHEET RE V I S I O N C O M M E N T S NO . BY RE V I E W DA T E DE S I G N E R DR A W N B Y CH E C K E D B Y Know what's below. before you dig.Call R TITLE OF 14 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com CI T Y O F A R L I N G T O N STATE OF WA SHINGTONCURTIS R . LAPIERRE LICENSED LANDSCAPE ARCHITECT NO. 474 EXP . 01/08/2023 PRE L I M I N A R Y FO O D T R U C K C O U R T SCALE IN FEET 30 0 30 60 IRRIGATION LEGEND POINT OF CONNECTION AT NEW 1-1/2" WATER METER BACKFLOW PREVENTER IRRIGATION CONTROLLER IRRIGATED AREA: (97,800 SF / 2.24 AC) AREA TO BE IRRIGATED WITH A COMBINATION OF HUNTER MP ROTATOR HEADS AND STREAM ROTORS ON POP-UP SPRAY BODIES NON-RRIGATED AREA: (24,850 SF 0.57 AC) FUTURE DEVELOPMENT AREA 1.POINT OF CONNECTION WILL INCLUDE NEW 1-1/2" WATER METER, FLOW METER, MASTER VALVE AND BACKFLOW PREVENTER IN GROUND VAULT. 2.EXISTING STATIC PRESSURE REQUIRED AT POINT OF CONNECTION 88 P.S.I. 3.SYSTEM OPERATING PRESSURE 40 P.S.I. 4.IRRIGATION CONTROLLER WILL BE LOCATED IN UTILITY ROOM OF RESTROOM BUILDING WITH A RAIN SHUT-OFF DEVICE MOUNTED ON THE BUILDING EXTERIOR ROOF. GENERAL IRRIGATION NOTES City of Arlington Council Agenda Bill Item: #3 Attachment Gleneagle Reservoir Roof Approval Drawings DEPARTMENT OF ORIGIN Public Works – Jim Kelly EXPENDITURES REQUESTED: $670,000.00 BUDGET CATEGORY: Water Capital Budget – Reservoir Repairs BUDGETED AMOUNT: $1M (2023) LEGAL REVIEW: DESCRIPTION: Emergency Repair of the Gleneagle Reservoir Roof HISTORY: City staff has been working with consultants and coordinating with the Department of Health (DOH) on the repair of the Gleneagle Reservoir Roof. CST Covers has been working on the roof design and structural layout is complete. They need to make the construction and shop drawings for City of Arlington and DOH approval. This Council Agenda Bill contains a proposal for the procurement and installation of a low-rise aluminum The Global Leader in Aluminum Structures    879 West 190th Street, Suite 1100  |  Gardena, CA 90248  Telephone: (310) 353‐5100  |  Fax: (310) 353‐5101  www.cstcovers.com  March 3, 2023      Attention:  City of Arlington, WA  James Kelly, PE | Public Works Director  425.754.7431              Reference:  Clear Span Low Profile Aluminum Roof   (1) 100‐ft dia. Low rise column supported aluminum dome over an existing water reservoir      Glen Eagle Reservoir – Arlington Utility Department      Arlington, CA       CST Inquiry Number: 188149      CST will furnish all materials, and specific equipment to completely design, fabricate, deliver and install the above‐mentioned  aluminum low profile roof, in general accordance with project specifications and as stated herein.      A.  ALUMINUM ROOF COMPLETE AND CONSISTING OF THE FOLLOWING:  1. Triangulated cover space truss, and structural shapes:  6005A‐T61, 6061‐T6 or 6063‐T5 aluminum extrusions.  2. Triangular cover closure panels, and peripheral flashing: 0.050” (1.27mm) 3003‐H16 aluminum sheet.  3. Fasteners:  316‐series stainless steel.  4. Anchors:  316‐series stainless steel.  5. Sealant and gaskets: Silicone by Pecora, or equal.  6. Perimeter Counterflashing: Solid aluminum counterflashing with 0.032” thick nylon reinforced silicone fabric  7. Cover Finish:  Mill Standard.    INCLUDED APPURTENANCES:   One (1) 3‐ft x 4‐ft single leaf access hatches, hold open arm, lockable latch, 10‐LFT of handrail and step plate.   One (1) 30‐inch dia. Apex gravity vent w/24 mesh SS insect screen and a 12‐inch‐high curb.   One (1) 6‐inch dia. flanged nozzle w/blind for level sensor as supplied [by others].   One (1) OSHA‐compliant‐center‐safety‐line system(s), which includes an eyebolt that is located at the dome  center and a 5/16‐inch SS wire rope cable with ends finished with a SS thimble and three wire rope clips.  One end  of the wire rope cable will attach to the eyebolt at the dome center and the other end will be fitted with a  carabineer that attaches to the gauger’s platform. All metallic components shall be aluminum, or 300 series SS.  Personal protective equipment is not included.    B.  MISCELLANEOUS ITEMS INCLUDE THE FOLLOWING:  1. Crate and freight to jobsite.  2. Roof approval drawings and calculations stamped by a State Professional Engineer.  3. Dimensional survey should CST deem it necessary to only verify existing tank/basin dimensions prior to cover  fabrication. New tanks will require the purchaser to submit a copy of the As Built drawings to confirm tank dimensions.   4. AWWA water leak test. Water and hose provided by the Owner.  5. Labor to be employed will be Non‐Union Ironworkers.  6. Local Prevailing Wages have been included in this quotation.      Glen Eagle Reservoir – Arlington Utility Department 3‐Mar‐23  SF#188149  One (1) 100‐ft Low Profile Clear Span Aluminum Dome    Page | 2  C.  PRICE IS BASED & CONTINGENT UPON  1. Tank(s) to be covered being out‐of‐service, drained and cleaned (by others) during the cover installation.  2. Weather conditions that allow construction procedures to be performed. Temperatures below 40 degrees Fahrenheit  and/or precipitation may interrupt the crew’s ability to weatherseal (i.e., caulk) the dome(s).  Persistent bad weather  for any period longer than 48 hours may be grounds for a crew move‐in/move‐out, which will be charged to the  purchaser at the rate stated in the Scope of Work.  3. The dome(s) being considered as “water‐tight,” not “gas‐tight”.  4. Work area(s) not being considered confined space.  5. The top of the tank wall shall be level as possible and at a constant elevation as prepared by the purchaser to accept  the cover. Out of roundness shall remain within 3‐inch on the radius. The vertical elevation of the top of wall may not  vary more than 1/4‐inch from pier to pier.  6. Any duct work that penetrates the dome(s) is being routed to avoid interference with the dome’s structural members.   7. The  area  is  being  well  drained  with  adequate  space  adjacent  to the  foundation  for  the  storage  of  material  and  erection equipment. Area should be accessible and suitable for heavy trucks, cranes, and manlifts for the duration of  the project and to allow sufficient bearing for unencumbered 360 access around the structure(s) for construction  equipment. This area must be for the exclusive use of CST’s crew and any additional work not related to the dome (i.e.  dike work, pipe racks, etc.), should be installed once the dome structure is in place.  8. All walls being level and at a constant elevation (by others);  9. Shipping the materials for all structures at the same time. Should the Purchaser elect to stagger (or sequence) the  delivery  of  the  covers,  the  contract  price  shall  be  adjusted  to  reflect  the  subsequent  packing  inefficiencies  and  resulting increased number of shipping containers.  10. Reservoir to be covered being out‐of‐service, drained and cleaned (by others) during the cover installation.    11. All walls being level, smooth and at a constant elevation [by others].  12. The top of tank to be clean, smooth and free from exposed rebar and grout.   13. Having sufficient access for manlift usage on site. This may require portions of the fence to be taken down temporarily  until those sections are completed.  Fence removal and reinstallation [by others].    14. CST will secure material and equipment inside the fence but is not responsible for site security. The area should be  accessible and suitable for the required crane, boom truck, forklifts and manlifts for the duration of the project and  allow sufficient access around the structure. This area must be for the exclusive use of CST crew and any additional  work, not related to the cover [concrete work] should be installed before the cover structure arrives onsite.    15. Work area(s) not being considered confined space.  16. Purchaser/Owner providing sufficient road access wide enough to allow crane mobilization.   17. CST’s material types as specially listed within Section A of this proposal.   18. Dome height being 6 to 7 feet from top of tank wall to top of dome apex. [excluding appurtenances heights]  19. CST submitting approvals based on the dimension information provided.  20. According to the existing plans this vertically post tensioned concrete tank has quite a bit of tendon cups at the top of  wall spaced around 2‐8” OC. We highly recommend that the purchaser/owner consider adding a concrete ring beam  wall at the top of the tank to avoid potential interference with our pier shoe anchors.   D.    INSTALLATION INCLUDES:  1. CST Installation is based on performing the work on a continuous, uninterrupted basis (with prevailing wages and one  (1) move‐in/move‐out of equipment and crew(s) per tank. In the unlikely event that additional move‐in/move‐outs are  required, they will be invoiced as contract extras at a rate of $8,500 each plus the cost of any additional equipment  mobilization such as crane, scaffolding, man‐lift, etc.)  2. Purchaser providing and maintaining work areas for CST use as follows:   Prepare and maintain a stabilized, level, dry, dewatered, and compacted area for dome assembly.   Well drained area with adequate space adjacent to the foundation for the storage of material and use of  erection equipment.   Accessible and suitable for heavy trucks, cranes, and man‐lifts for the duration of the project.   Glen Eagle Reservoir – Arlington Utility Department 3‐Mar‐23  SF#188149  One (1) 100‐ft Low Profile Clear Span Aluminum Dome    Page | 3   Allow sufficient bearing for unencumbered 360 access around the structure(s) for construction equipment.   These area(s) must be for the exclusive use of CST crew and any additional work not related to the dome (i.e.,  dike work, pipe racks, etc.) must be installed by the Purchaser after the dome structure is in place.   2. Installation based on building the cover in place inside the reservoir from the existing reservoir floor. Material and  equipment will be placed inside of the water reservoir with a crane supplied by CST prior to installation. Material  bundle weight ~8,000lbs. equipment weight ~25,000lbs. The tank floor must be accessible for this erection method,  should existing floor need protection, the purchaser shall install plywood to protect the floor seals.   3. Crane‐lift installation pricing is based on the following:   An area of 30‐ft wide and 30‐ft in length shall be prepared by Purchaser for Crane pad.    Standard outrigger matting is provided by Crane Company and is included in our price.    Purchaser is responsible to make any ground or soil improvements to achieve permissible ground bearing  pressure for safe use of the crane, including the Purchaser providing a clear and stabilized path from the  nearest access road to allow CST to roll in the crane without the need for dirt work or crane mats.    This pricing is based on the availability of (1) [crane description and crane vendor upon whose cost CST’s  price is based], any change to equipment due to site changes or availability of crane will be a contract extra.    Pricing is based on one (1) move in/move out of crane.    One (1) day(s) of crane usage is included. Additional days will be at standard time (8 hours) daily rate.   In the event of rain, wind or customer delays, the applicable crane rental rate will be utilized.    Dirt work, road work, matting or steel plates, if required, are not included in the price. Any work to the dike  areas, if required, is not included in CST’s price.    If conditions are muddy or become muddy, mats may/will be brought in to make the area suitable for dome  assembly.   4. Purchaser providing CST with a suitable area around the perimeter with adequate access for a man‐lift needed for the  flashing installation.  5. Crane and tools required for erection to be provided by CST.  6. Labor to be employed will be Non‐Union Ironworkers.  7. Local Prevailing Wages have been included in this quotation.  8. CST field crew will perform a water test after completion of the dome(s) to ensure water tightness. Purchaser/owner is  to coordinate and supply water source, 1.5‐inch diameter fire hoses and water pumps needed to provide 50 psi water  pressure at the apex of the dome to perform the water test.  9. Certificate of proper installation only if CST performs the installation.  E.  GENERAL NOTES   1. If the project is tax‐exempt, the purchaser must provide CST with a tax‐exempt certificate.  If the project is not tax‐ exempt, the purchaser must furnish CST with a resale certificate.  Otherwise, CST will charge applicable sales and use  taxes to the purchaser as a contract extra.  2. Because CST is not a local contractor, the punchlist for the aluminum cover (if any) shall be provided to CST for action  while we are still mobilized at the site.  Additional mobilizations for punchlist(s) generated after we have demobilized  shall be considered a contract extra.  F.  ITEMS NOT INCLUDED:  1. Stainless Steel Columns   2. Bottom tank floor protection.  3. Matte Finish, or Painted Finish.  4. New or modification of any existing ladders/stairs items.   5. Electrical, mechanical, or plumbing work of any kind.  6. Any sales tax, building permits, bonds, P&P bonds, duties, and special fees other than specified herein.  7. Extra labor and materials if dimensions or conditions are different than specified.  8. Demolition of existing roof.  Glen Eagle Reservoir – Arlington Utility Department 3‐Mar‐23  SF#188149  One (1) 100‐ft Low Profile Clear Span Aluminum Dome    Page | 4  9. Design and construction of a new concrete perimeter stem wall.    10. Cleaning and disinfection of tank.  11. Verification of the tank’s ability to accept the roof.  Maximum reactions at all roof attachment points will be provided  for verification of the tank’s ability to support the roof.    12. Designer of record.  CST is a specialty contractor responsible for the design, fabrication, and construction of the roof  only.  Others shall provide a designer of record responsible for ensuring all designs meet or exceed the specifications  and appropriate building code requirements.   13. Any surface preparation interior or exterior on the walls.   14. All stairways, walkways, platforms, handrailing, walkway grating, stairway grating, checkered plate, etc.; (except as  specifically noted).  15. Protection (tarping, plywood, mats, etc.) of basin / tank floor and/or interior surfaces  16. Union installation  17. Warranty for buyout items (non‐CST manufacture) such as louvers, vents, fans, motors, etc. are the responsibility of  the manufacturer of the specific item and not included in CST warranty agreement.  18. Preparation, matting, landscaping or earthwork of area to be used for crane access and set‐up.  19. Earthwork or landscaping repair of area used for crane set‐up and setting of the cover after completion of the  structure.  G.  TOTAL LUMP SUM PRICE: LOW RISE CLEAR SPAN ROOF    CST Delivered Materials and Installation:   $ 610,000    H.  DESIGN CONSIDERATIONS:  Design is based on and in accordance with the project plans and specification.   Project Location:  Arlington, WA   Building Code:  Latest ASCE 7‐16 & AWWA D108   Live Load:  20psf    Ground Snow:  25psf    Basic Wind Speed:  98mph Ult [3sec gust]   Seismic:  Per ASCE 7‐16  Note: Some codes & standards reduce load criteria within the calculations for certain scenarios. For CST to design per the  requested and/or required codes and standards, the reductions (when applicable) must be considered. It is the specifying.  engineer’s responsibility to notify CST of any code or standard reductions not to be considered prior to placing the order.  Otherwise,  CST  will  calculate  as  per  the  requested  code(s)  and standard(s)  and  the  customer  will  accept  CST’s.  Interpretation of the specified standard or code. Code changes or changes due to interpretation post order will result in a  charged change order and/or potential delays.  I.  VALIDITY:  1. This proposal is offered for your acceptance no later than 30 days from the date issued.   2. The prices quoted are based on the current material costs of metals.  Due to the current unprecedented volatility in the  metals market, CST reserves the right to review pricing for any orders received and adjust our price accordingly.  3. Pricing is based upon the expectation that CST will be able to complete its scope of work by 10/2023.  In the event that  others delay or change the project schedule, CST reserves the right to adjust the contract price.  J.  TERMS OF PAYMENT:  See “CST Industries Terms and Conditions of Sale for CST Industries Product Lines” included with this proposal.  30% upon placement of order by the purchaser. This will allow advance bill of materials to run parallel with submittals.  30% due when order is being released to the shop for fabrication,  20% due upon receipt of invoice at shipment, or if shipment is delayed by the purchaser, after completion of order.  20% due and based upon a mutually agreed schedule and percentage complete.   No Retainage, No Bond  Glen Eagle Reservoir – Arlington Utility Department 3‐Mar‐23  SF#188149  One (1) 100‐ft Low Profile Clear Span Aluminum Dome    Page | 5  K.   SHIPPING INFORMATION:    The point of origin is Conroe, Texas.    FOB: Arlington WA  Freight  quote  based  on  the  current  costs  of  shipment.  Due  to  the  current  unprecedented  volatility  in  gas  and  freight  charges, CST reserves the right to review pricing at the time of shipment and adjust the freight price.    Estimated freight is pre‐paid and add and includes a 9% processing fee.  L.  SCHEDULE:    Submittal drawing preparation, material delivery and installation as mutually agreed after CST has reviewed the proposed  CPM schedule for the project.   Approx: (Note:  Delivery is contingent upon availability of materials at the time of order)   4‐6 weeks for submittal package after fully executed contract.   2‐3 weeks for city review and approval.    12‐14 weeks for procurement, fabrication, and commencement of delivery, after release for fabrication.   4‐6 weeks for Installation once material arrives onsite.  M.  WARRANTY    See “CST Industries Limited Warranty” included with this proposal.  Material and work are guaranteed for a period of one (1) year from the date of completion.  Faulty workmanship or  defective material shall be reported within one (1) year from the date of completion.       Respectfully submitted,  Edgar Saenz    Region Manager ‐ Water/Wastewater  CST Industries, Inc.  Direct: (310) 353‐5162  Email: esaenz@cstindustries.com  Glen Eagle Reservoir – Arlington Utility Department 3‐Mar‐23  SF#188149  One (1) 100‐ft Low Profile Clear Span Aluminum Dome    Page | 6    Glen Eagle Reservoir – Arlington Utility Department 3‐Mar‐23  SF#188149  One (1) 100‐ft Low Profile Clear Span Aluminum Dome    Page | 7    Glen Eagle Reservoir – Arlington Utility Department 3‐Mar‐23  SF#188149  One (1) 100‐ft Low Profile Clear Span Aluminum Dome    Page | 8    x x x