Loading...
HomeMy WebLinkAbout17631 63rd Ave Ne_BLD6700_2026 BATTERY ENERGY STORAGE SYSTEM BUILDING PERMIT APPLICATION • Community and Economic Development City of Arlington • 18204 59th Ave NE•Arlington,WA 98223 • Phone (360) 403-3551 The following information is required for Tier 1,Tier 2,and Tier 3 Battery Energy Storage System Permit Applications. Mark each box to designate that the information has been provided. Please submit this checklist as part of the submittal documents. SUBMIT ELECTRONIC FILES FOR EACH OF THE FOLLOWING; Incomplete applications will not be accepted. For Tier 1 projects a Zoning Verification must be completed and approved prior to building permit submittal. Tier 2 and 3 projects require a land use permit. REQUIRED DOCUMENTS ® Site Plan ❑ Architectural Floor Plan ❑ Manufacturer's Specifications, Ratings and Listings ❑ Installation Instructions (including support arrangement and seismic support) ❑ Operations and Maintenance Manual ❑ Details of Fire Suppression, Smoke or Fire Detection, Gas Detection,Thermal Management,Ventilation, Exhaust,and Deflagration Venting Systems,if provided ❑ Details of Hourly Fire-Resistant-Rated Assemblies ❑ Hazardous Mitigation Analysis, if applicable ❑ Emergency Operations Plan:Tier I and Tier 2,if required ❑ Commissioning Plan:Tier 1 and Tier 2, if required Commissioning Report Shall be Provided to the City of Arlington Prior to Final Inspection and Approval Plan Review fee is due at time of submittal and remaining balance will be due at time of issuance. The City of Arlington does not review or inspect electrical systems.Contact Labor and Industries at Inima.gov or 360-416- 3000. A. DEFERRED SUBMITTALS If the project requires any of the following,a Deferred Submittal Request MUST be completed.Deferred submittals require separate applications,plans,and plan review. , 1. Fire Sprinkler 2. Fire Alarm B. SPECIAL INSPECTION AND TESTING AGREEMENT A Special Inspection Firm is required to perform special inspections for the following type of work. *The Special Inspection and Testing Agreement MUST be submitted with the Building Application. ® Reinforced Concrete ❑ Structural Steel and Welding ❑ Bolting in Concrete ❑ High-Strength Bolting ❑ Pre-stressed Concrete ❑ Spray-Applied Fireproofing ❑ Shotcrete ❑ Smoke-Control Systems ❑ Structural Masonry ❑ Other-Specify: ® I acknowledge that all items designated as submittal requirements must accompany my Battery Energy r Storage System Permit Application to be considered a complete submittal. BATTERY ENERGY STRORAGE SYSTEM Type of Permit: ❑ Tier 1 ❑ Tier 2 ® Tier 3 Total System Capacity Rating 100,000 kWh Power Rating 25,000 kW Battery Type Property Address: 17601 59th Ave NE Project Valuation: $781,678 Lot#: N/A Parcel ID No.: 31052200405500 Subdivision: N/A Project Scope of Work:A 25 MW, 100 MWH utility-scale system for adding capacity at the Crosswinds substation IBC Construction Type: IBC Occupancy Type: Building Square Footage: 8457 sgtt total Primary Contact: ❑ Owner ❑ Architect ❑ Engineer Contractor Owner Name: Snohomish PUD No. 1 Maureen Barnes Office No.: Email Address: mlbarnes@snopud.com Cell No.: 425-783-4373 Mailing Address: P. O. Box 1107 City: Everett State: WA Zip: 98206 Architect Name: N/A Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: Professional License Number: Expiration Date: Engineer Name: Clark Kunitsugu, Civil Engineer Office No.: Email Address: clark.kunitsugu@perteet.com Cell No.: Mailing Address: 802 2nd Ave., Suite 302 City: Seattle State: WA Zip: 98104 Professional License Number: 51088 Expiration Date: 12/3/2026 Primary Contractor: Ameresco, Inc., Scott Wentworth, Construction Manager Office No.: Email Address: swentworth@ameresco.com Cell No.: 510-684-7684 Mailing Address: 111 Speen St. #410 City: Framingham State: MA Zip: 01701 L&I Contractor License Number: AMEREI'004PZ Expiration Date: 7-31-2027 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 the laws, rules and regulation of the State of Washington. Scott Wentworth 9/2/2025 S gnature- Print Name Date REV08.2024 Page 2 of 3 BATTERY ENERGY STRORAGE SYSTEM OWNa_ w aka r �'° ryy ,aFan5 X x<K4 e . xs r GENERAL REQUIREMENTS 1. Include all applicable codes on the cover sheet of the project. 2. Include the complete scope of work on the cover sheet of the project. 3. Include a legend or key for the site plan and floor plan. 4. Minimum plan size is 18"x 24"and maximum plan size is 30"x 42". S. Plans shall be on standard drafting paper. 6. All plan sheets shall be the same size and sequentially labeled. 7. Plans are required to be legible with scaled dimensions,indelible ink,blue line,or other professional media. 8. 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. SITE PLAN REQj11REMENTS 1. Drawing shall be prepared to scale,not to exceed 1"=20'. 2. Provide property legal description and show property lines. 3. Provide dimensions from the property lines to building and equipment. 4. Show building and equipment setbacks and easements. S. Provide topographical map of the existing grades and the proposed finish grades with maximum five(5)feet elevation contour lines. 6. Show the location of all underground utilities including water,sewer,gas and electrical. 7. Provide the total number,location(s),and type(s) of ESS. 8. Provide the location of all structures and the location where the system is to be installed. 9. Provide the location and content of required signage. 10. Show conduit/cable routing of battery energy storage system. 11. Include underground trench detail. 12. Show method and location of required ventilation equipment(if required). 13. Flood hazard areas,floodways,and design flood elevations if applicable. FLOOR PLAN REQUIREMENTS 1. Provide location of new equipment for the battery energy storage. 2. Provide the total number,location(s),and type(s) of ESS. 3. Show existing equipment for interconnection. 4. Provide the location and content of required signage. S. Show required working clearances for all existing and new electrical equipment. 6. Show whether the equipment is to be installed indoors or outdoors. 7. Show method and location of required ventilation equipment(if required). B. Show method of protection from physical damage for the battery energy storage system. 9. Show means of access to the battery energy storage system. 10. Denote whether conductors are routed indoors or outdoors. REV08.2024 Page 3 of 3 SNOHOMISH COUNTY PUD 25MW BESS SNOHOMISH COUNTY PUD ARLINGTON ENERGY STORAGE , LLC SITE ADDRESS: 17631 63RD AVE NE CITY OF ARLINGTON ARLINGTON, WA 98223 PERMIT NUMBER: #PWD3936 ZONING CLASSIFICATION — GENERAL INDUSTRIAL (GI) SECTION 22, TOWNSHIP 31 N, RANGE 5E AIRPORT PROTECTION SUBDISTRICT — C USE CLASSIFICATION(S): UTILITIES FACILITIES — ALTERNATIVE ENERGY CITY OF ARLINGTON SYSTEMS CONSTRUCTION DRAWING REVIEW ACKNOWLEDGEMENT LEGAL DESCRIPTION — ALL OF LOTS 1 AND 2 OF PUBLIC UTILITY DISTRICT NO. 1 OF SNOHOMISH COUNTY ARLINGTON BINDING SITE THIS PLAN HAS BEEN REVIEWED AND EVALUATED FOR GENERAL COMPLIANCE WITH THE PLAN, RECORDED IN AUDITOR'S FILE NUMBER 202105145008. CITY OF ARLINGTON CODES AND ORDINANCES. CONFORMANCE OF THE DESIGN WITH SITUATED IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON, ALL APPLICABLE LAWS AND REGULATIONS IS THE FULL AND COMPLETE RESPONSIBILITY SECTION 22 TOWNSHIP 31 NORTH, RANGE 05 EAST, WILLAMETTE OF THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THIS PRINCIPAL MERIDIAN. SHEET. ACKNOWLEDGEMENT OF CONSTRUCTION DRAWING REVIEW DOES NOT IMPLY CITY TAX PARCEL ID #31052200405400 APPROVAL FOR CONSTRUCTION ACTIVITIES THAT REQUIRE OTHER COUNTY, STATE OR DENSITY & DIMENSIONAL CALCULATIONS: N/A FEDERAL PERMIT REVIEW AND APPROVAL. THE PROPERTY OWNER AND LICENSED DESIGN ENGINEER SHALL BE RESPONSIBLE FOR THE ACQUISTION AND COMPLIANCE OF SCREEN TYPES PROVIDED — N, S, E, W, — OPEN CHAIN LINK ALL APPLICABLE PERMITS AND/OR AUTHORIZATION WHICH MAY INCLUDE, BUT ARE NOT FENCE LIMITED TO, WSDFW HYDRAULIC PROJECT APPROVAL (HPA), WSDOE NOTICE OF INTENT (NOI), ARMY CORP OF ENGINEERS FILL PERMITS AND THE REQUIREMENTS OF THE ELECTRIC ONLY — PUBLIC UTILITY DISTRICT NO. 1 OF SNOHOMISH ENDANGERED SPECIES ACT. COUNTY FEMA FLOOD ZONE DESIGNATION — UNSHADED ZONE X BY: DATE: ARLINGTON ENERGY STORAGE, LLC I DEVELOPMENT SERVICES MANAGER 520 WEST SUMMIT HILL DRIVE, SUITE 401 KNOXVILLE, TN 37902 180TH ST NE (LOCAL ACCESS) I THESE APPROVED CONSTRUCTION PLANS EXPIRE AFTER 18 MONTHS FROM THE DATE PROJECT MANAGER, APPLICANT, OWNER — �i SHOWN ABOVE OR UPON EXPIRATION OF PRELIMINARY PLAT OR SITE PLAN APPROVAL. JASON GRIFFIN w, III 1.865.330.7148 I a a Z' w= JGRIFFIN@AMERESCO.COM "' w'Z E J PERTEET INC. o I SHEET INDEX PROJECT SITE 2707 COLBY AVE. SUITE 900 EVERETT, WA 98201 Q — CIVIL ENGINEER e I SHEET# SHEET TITLE SHEET TITLE U 'T PAUL REED, PE Z 425.322.0272 > - -� - - - - I CV1 COVER SHEET a - t _ PAUL.REED@PERTEET.COM 2-3 NT1-NT2 GENERAL NOTES AND LEGEND POWER ENGINEERS, INC. 4 NT3 FENCING NOTES 0 3940 GLENBROOK DRIVE 0 5 EX1 EXISTING CONDITIONS a II III PO BOX 1066 HAILEY, ID 83333 � 6 SP1 SITE PLAN ELECTRICAL ENGINEER JEFF VANSICKEL, PE 7 GR1 GRADING PLAN E 208.288.6311 8 ER1 TESC PLAN JEFF.VANSICKEL@POWERENG.COM III 9-10 MD1-MD2 MISCELLANEOUS DETAILS DAVID EVANS AND ASSOCIATES, INC. ss1 SPACING PLAN 1620 W. MARINE DRIVE SUITE 200 I EVERETT, WA 98201 I I 12 DR1 DRAINAGE PLAN SURVEYOR - - - 13 DP1 DRAINAGE PROFILE GILBERT J LAAS, PLS 425-259-4099 E 14-15 DD1-DD2 DRAINAGE DETAILS VICINITY MAP 16-18 FD1-FD3 FOUNDATION PLANS x - 400 19-24 FP1-FP6 FENCING PLANS �ESLEy City of Arlington PRO K� PLANS PREPARED: JUNE, 2025 ��oF S,,,tiF� � of WASH Building Department E PERTEET P� o ��� Ts� zc APPROVED 2707 COLBY AVENUE,SUITE 900 Kevin Olander- 10/06/2025 SUBMITTAL DATE: JUNE, 2025 EVERETT,WA 98201 GISTS R`� �� GIST,1088 az5.z5z.noo I soo.a15.990o FssNNq` E�\ sTONq` ECG No changes authorized unless approved by the Building Official 9/10/25 5 4 3 2 1 EXISTING LEGEND ABBREVIATIONS LINETYPES AL, ADJUST LINETYPE DESCRIPTION Green.CleanAMERES1CaO4 WATER TONE LINE w ALIGN ALIGNMENT ss ALT ALTERNATE 520 W.SUMMIT HILL DR,STE 401 SANITARY SEWER LINE AP ANGLE POINT SURFACE FEATURES: KNOXVILLE,TN 37902 OVERHEAD UTILITY LINE aH APPROX APPROXIMATELY \ EXISTING BUILDING LINE CONSULTANTS POWER TONE LINE P ASPH ASPHALT PROPOSED BUILDING LINE GAS TONE LINE AVE AVENUE AVG AVERAGE EXISTING DITCH p E RITE ET TELEPHONE TONE LINE T BM BENCH MARK - - - PROPOSED DITCH FENCE, AS NOTED x BOT BOTTOM EXISTING CURB/PAVEMENT/SIDEWALK 2707 COLBY AVENUE,SUITE 900 BTWN BETWEEN EVERETT WA 98201 WATERLINE-PER RECORDS W(R) PROPOSED CURB/PAVEMENT/SIDEWALK 7001 800.615.9900 CB CATCH BASIN 425.252.7 D UNDERGROUND UTILITIES CB1 CATCH BASIN TYPE 1 —xxxxxx— EXISTING FENCE LINE D (PER PLANS) CB2 CATCH BASIN TYPE 2 x x x x x x PROPOSED FENCE LINE MONITOR WELL CG CURB & GUTTER EXISTING GRAVEL .Lp,RWAS STORM DRAIN MANHOLE Op C/L, CL, CL CENTERLINE N COM COMMON — — — EXISTING GUARDRAIL SEWER MANHOLE �S Q e o o GONG CONCRETE I PROPOSED GUARDRAIL v z c SEWER CLEANOUT © CONN CONNECTION SEWER STUB CONST CONSTRUCT --- LAKE/POND 51 8 a �� CATCH BASIN ® CONT CONTINUED/CONTINUOUS — — — — — — — — WETLAND/SWAMP PERIMETER NAsT6E�G�C� SIGN CSBC CRUSHED SURFACING BASE COURSE I I I I I I RAILROAD AREA LIGHT DET DETAIL 9/10/25 DWG DRAWING EXISTING RETAINING WALL GUY ANCHOR E___ E EAST, VERTICAL DISTANCE BETWEEN UTILITY POLE PVI AND ROAD SURFACE PROPOSED RETAINING WALL N EA EACH WATER VALVE •WV EL ELEVATION RIVERBANK/SHORELINE LLJ WATER METER WM EX, EXIST EXISTING VEGETATION LINE m FH FIRE HYDRANT M FIRE HYDRANT Y SO FT FEET/FOOT SURVEY: } CV WATER BLOWOFF VALVE (D G GAS LINE EXISTING CENTERLINE N BOLLARD ■ GE GROUND ELEVATION — — PROPOSED CENTERLINE CV 00 END OF CONDUIT(TYP.) SEC GV GAS VALVE U W O7 HORIZ HORIZONTAL ***----- EXISTING CONTOUR (INTERMEDIATE) Q Uj J ELECTRIC VAULT HIPS HIGH PRESSURE SODIUM — — —***— — — EXISTING CONTOUR (INDEX) � Z J Z Q HEIGHTHT TELEPHONE/FIBER OPTIC VAULT IE INVERTERT ELEVATION *'K* PROPOSED CONTOUR (INTERMEDIATE) LLI LU L\I z IN INCH/INCHES *** PROPOSED CONTOUR (INDEX) Z /R >il— > z EDGE OF CONCRETE EDC INT, INTX INTERSECTION EXISTING EASEMENT LINE z O Q C E CHAIN LINK FENCE CLF K RATE OF VERTICAL CURVATURE PROPOSED EASEMENT LINE O C z CONCRETE GONG (LENGTH (FT) PER DIFF. IN GRADE) L_ L LENGTH OF ARC UTILITIES (PROPOSED) V O V EDGE OF PAVEMENT EP LB POUND Uco EXISTING PROPERTY LINE Z '� UTILITIES/IMPROVEMENTS LBS POUNDS — — EXISTING RIGHT OF WAY CENTERLINE = mJ vJ SHOWN PER P.U.D. PLANS (P) LT LF LINEAL FOOT/FEET ___________ EXISTING RIGHT OF WAY > UTILITIES/IMPROVEMENTS LUMIN LUMINAIRE Q ——————————— EXISTING RIGHT OF WAY (USED) SHOWN PER RECORD DOCS (R) MAX MAXIMUM O o MB MAILBOX PROPOSED RIGHT OF WAY N MH MANHOLE SECTION LINE O M N MIN MINIMUM MON MONUMENT QUARTER SECTION LINE Z N NORTH 16TH SECTION LINE NA NOT APPLICABLE 0 PROPOSED GAS LINE NAD NORTH AMERICAN DATUM Z NAVD NORTH AMERICAN VERTICAL DATUM OR PROPOSED AERIAL POWER 0 Q NO. NUMBER BP PROPOSED BURIED POWER H LLI NITS NOT TO SCALE Q � F OPP OPPOSITE SD PROPOSED STORM DRAIN 2 o PC POINT OF CURVE FM PROPOSED FORCE MAIN Z U 0 W i PT POINT OF TANGENT SS PROPOSED SANITARY SEWER O Q Z Z W PVC POLYVINYL CHLORIDE Z u) > POINT OF VERTICAL CURVE OT PROPOSED AERIAL TELEPHONE Z W Fr W PVI POINT OF VERTICAL INTERSECTION BT PROPOSED BURIED TELEPHONE 0 < LU OO PVMT PAVEMENT LU W NV PROPOSED WATER LINE v PVT POINT OF VERTICAL TANGENT 0 O W LO R RADIUS/RANGE 5 Cc O 3 CUSTOM: E REF REFERENCE Z Q O) � 00 N RR RAILROAD CUT CUT LINE Q r rn O V R B RT RIGHT FILL FILL LINE o R/W, ROW RIGHT OF WAY o SILT FENCE S SOUTH n SD STORM DRAIN CONSTRUCTION FENCE N SEC SECTION —________—__— GROUND GRID z SLJB STREET LIGHTING JUNCTION BOX 0 SPEC SPECIFICATION — — — — — — — — PROPOSED PROJECT BOUNDARY 2 STD STANDARD STILT STREET LIGHT STORM SEWER SYMBOLS w SR STATE ROUTE 0 a a SS SANITARY SEWER G z ST STREET ■ STORM DRAIN CATCH BASIN (TYPE 1) 0 m m 0 STA STATION >------< STORM DRAIN CULVERT f9 r S/W SIDEWALK O w ¢ w E T TOWNSHIP STORM DRAIN CATCH BASIN (TYPE 2) LL wo DATU TOO TOP OF CURB TV TELEVISION STORM DRAIN MANHOLE ■ ENERGY DISSIPATOR k UTIL UTILITY � a VERT VERTICAL ® OVERFLOW STRUCTURE \ 0 W WEST, WATER LINE W/ WITH m INLET PROTECTION NORTH ARROW WA WASHINGTON >: a DATUM WM WILLAMETTE PRINCIPAL MERIDIAN � CITY OF ARLINGTON PROJECT NO.: 1008707 E CONSTRUCTION DRAWING REVIEW ACKNOWLEDGEMENT CAD DWG.FILE: 20230200—CV.dwg DRAWN BY: BAL 0 A THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE City of Arlington CHECKED BY: KWW A CONDITIONS ON THE TITLE SHEET. SHEET TITLE NT Building Department BY. APPROVED GENERAL NOTES DEVELOPMENT SERVICES MANAGER Kevin Olander- 10/06/2025 AND LEGEND No changes authorized unless approved by DATE: THIS APPROVAL VALID FOR 18 MONTHS the Building Official o 0 a U a SHEET 2 OF 24 5 4 3 2 1 5 4 3 2 1 GENERAL CONSTRUCTION NOTES: TESC NOTES: SURVEY NOTES: AMERESCO A)CITY OF ARLINGTON CITY OF ARLINGTON BASIS OF BEARING Green.Clean.Sustainable 520 W.SUMMIT HILL DR,STE 401 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT EDITION OF THE CITY OF ARLINGTON PUBLIC 1. APPROVAL OF THE TEMPORARY EROSION/SEDIMENT CONTROL (TESC) PLAN DOES NOT CONSTITUTE AN BEARINGS SHOWN HEREON ARE WASHINGTON STATE PLANE COORDINATE KNOXVILLE,TN 37902 WORKS STANDARDS AND SPECIFICATIONS, AND THE CURRENT EDITION OF THE WASHINGTON STATE DEPARTMENT APPROVAL OF PERMANENT ROAD OR STORM DRAINAGE DESIGN. SYSTEM, NORTH ZONE, NAD83(2011)[2010.00], VIA GNSS OBSERVATIONS OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. CORRECTED BY THE WASHINGTON STATE REFERENCE NETWORK (WSRN) CONSULTANTS A COPY OF THESE DOCUMENTS SHALL BE ON SITE DURING CONSTRUCTION. 2. A TESC PLAN MEETING THE DOE STORM WATER MANAGEMENT MANUAL ADOPTED BY THE CITY SHALL BE UTILIZING A MULTI-STATION SOLUTION. SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO ANY WORK ON THE SITE. AN APPROVED COPY MUST BE 2. IT IS THE SOLE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR TO OBTAIN A GRADING PERMIT, MAINTAINED ON SITE AND BE READILY AVAILABLE TO THE CITY INSPECTOR AT THEIR REQUEST. THE OBSERVED BEARING OF NOO'13'59"W BETWEEN THE NORTH QUARTER pERTEET RIGHT-OF-WAYPERMIT, AND UTILITY PERMITS, FROM THE CITY. ALL REQUIRED PERMITS FROM OTHER AGENCIES CORNER AND SOUTH QUARTER CORNER OF SECTION 22 WAS HELD. MUST ALSO BE OBTAINED BY THE DEVELOPER/CONTRACTOR. 3. THE TESC BMP'S SHOWN ON THE PLAN MUST BE INSTALLED PRIOR TO ALL OTHER CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT-LADDEN WATER DOES NOT ENTER THE DISTANCES SHOWN HEREON ARE GROUND DISTANCES, OBTAINED BY 2707 COLBY AVENUE,SUITE 900 DRAINAGE SYSTEM, LEAVE THE SITE, OR VIOLATE APPLICABLE WATER QUALITY STANDARDS. MAINTENANCE, SCALING OBSERVED GRID DISTANCES BY A COMBINED SCALE FACTOR (CSF) EVERETT.WA 98201 3. PRIOR E ANY CONSTRUCTION ACTIVITY, THE DEVELOPER/ CONTRACTOR SHALL ATTEND A PRECONFERUCTION REPALCEMENT, AND UPGRADING OF THE TESC PLAN IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL OF 1.000057484. 425.252.77001800.615.9900 D CONFERENCE WITH THE CITY. THE TO SCHEDULING, SHALL SCHEDULE THE PRE-CONSTRUCTION CONFERENCE BY CONSTRUCTION IS COMPLETE AND APPROVED BY THE CITY. D CALLING (360) 403-3500. PRIOR TO SCHEDULING, THE CONTRACTOR MUST SUBMIT AND RECEIVE APPROVAL FOR THE TRAFFIC CONTROL PLAN, CITY PERMITS, TEMPORARY EROSION AND SEDIMENT CONTROL PLAN, VERTICAL DATUM4. THE BOUNDARIES OF THE CLEARING LIMITS, SHOWN ON THE TESC PLAN, SHALL BE CLEARLY FENCED OR PERFORMANCE BOND, COPY OF OTHER AGENCY PERMITS, A COPY OF THE CONTRACTOR'S LICENSE, AND W! FLAGGED IN THE FIELD PRIOR TO STARTING CONSTRUCTION. NO DISTURBANCE BEYOND THE FENCED OR THE VERTICAL DATUM IS GNSS-DERIVED NAVD88, USING GEOID 12B. .Lp,RO S PROOF OF INSURANCE COVERAGE. OF sy FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FENCING AND/OR FLAGGING SHALL BE MAINTAINED BY �4, 4. A COPY OF THE APPROVED CONSTRUCTION PLANS MUST BE ON THE JOB SITE WHEN CONSTRUCTION IS IN THE CONTRACTOR FOR THE DURATION OF THE CONSTRUCTION PROJECT. LEGAL DESCRIPTION: Qe 00 PROGRESS. U C 5. THE TESC FACILITIES SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED SITE ALL OF LOTS 1 AND 2 OF PUBLIC UTILITY DISTRICT NO. 1 OF SNOHOMISH s 5. ALL SITE WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLANS. ANY DEVIATION FROM CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, THESE TESC FACILITIES SHALL BE UPGRADED AND ADDED COUNTY ARLINGTON BINDING SITE PLAN, RECORDED IN AUDITOR'S FILE 51 8 THE APPROVED PLANS WILL REQUIRE PRIOR APPROVAL FROM THE OWNER, THE CITY ENGINEER, AND OTHER TO AS NEEDED, FOR UNEXPECTED STORM EVENTS AND TO REFLECT CHANGED CONDITIONS, AS REQUIRED BY NUMBER 202105145008. GfsT6PE°�C�`�. APPROPRIATE PUBLIC AGENCIES. THE CITY. E�G SITUATED IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON, SECTION /ANAL 6. ALL OF THE LOCATIONS OF THE EXISTING UTILITIES SHOWN IN THE PLANS HAVE BEEN ESTABLISHED BY FIELD 6. THE CONTRACTOR SHALL PROVIDE THE CITY A 24-HOUR EMERGENCY CONTACT PHONE NUMBER OF THE 22 TOWNSHIP 31 NORTH, RANGE 05 EAST, WILLAMETTE PRINCIPAL MERIDIAN. 9/10/25 SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE AND CONTRACTOR'S CERTIFIED EROSION CONTROL SUPERVISOR PRIOR TO STARTING CONSTRUCTION. NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS. 7. THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS NECESSARY TO SURVEY NOTES ENSURE CONTINUED FUNCTION AND OPERATION. N 7. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL CASTINGS AND UTILITIES DURING CONSTRUCTION AND 1. PURPOSE OF THIS SURVEY INITIAL FIELDWORK (BOUNDARY AND I.J..I SHALL CONTACT THE UNDERGROUND UTILITIES LOCATE SERVICE (1-800-424-5555 OR 811) AT LEAST 48 8. BETWEEN OCTOBER 1 AND APRIL 30, DISTURBED AREAS THAT ARE TO BE LEFT UNWORKED FOR MORE THAN TOPOGRAPHY) WAS PERFORMED IN OCTOBER 2018. SUBSEQUENT FIELD 120 HOURS PRIOR TO CONSTRUCTION. TWO (2) DAYS SHALL BE IMMEDIATELY COVERED BY MULCH, SOD OR PLASTIC COVERING. BETWEEN MAY 1 SURVEYS TO UPDATE IMPROVEMENTS IN DESIGNATED AREAS WERE AND SEPTEMBER 30, DISTURBED AREAS THAT ARE TO BE LEFT UNWORKED FOR MORE THAN SEVEN (7) DAYS PERFORMED IN JANUARY 2019, FEBRUARY 2019, JANUARY 2020, JUNE N 8. INSPECTION AND ACCEPTANCE OF ALL WORK WILL BE ACCOMPLISHED BY REPRESENTATIVES OF THE CITY OF SHALL BE IMMEDIATELY COVERED BY SEEDING OR OTHER APPROVED METHODS. 2020, SEPTEMBER 2020, DECEMBER 2021, AND JANUARY 2021. THE ARLINGTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE AND SCHEDULE APPROPRIATE PURPOSE OF THIS SURVEY WAS TO MAP TOPOGRAPHIC ELEMENTS FOR (v 9. SEDIMENT DEPOSITS SHALL BE REMOVED FROM ALL CATCH BASINS, PRE-TREATMENT/SEDIMENT POND, AND PLANNING AND DESIGN PURPOSES ONLY. Ln INSPECTIONS, ALLOWING PROPER ADVANCE NOTICE. THE INSPECTOR MAY REQUIRE REMOVAL AND REPLACEMENT CV 00 OF ITEMS THAT DO NOT MEET CITY STANDARDS OR WERE CONSTRUCTED WITHOUT INSPECTION. SEDIMENT TRAPS UPON REACHING A DEPTH OF 12 INCHES. 2. METHODOLOGY FIELD MEASUREMENTS FOR THIS SURVEY WERE Q Uj J Ill 9. THE CONTRACTOR SHALL KEEP THE ON-SITE AND OFF-SITE STREETS CLEAN AT ALL TIMES BY CLEANING WITH 10. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED PERFORMED USING LEICA GS14 GNSS RECEIVERS AND LEICA TS15ROBOTIC TOTAL STATIONS. THIS SURVEY COMPLIES WITH THE MAXIMUM Z J Q A SWEEPING AND/OR VACUUM TRUCK. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR WITH THE NECESSARY EROSION CONTROL MEASURES, SHALL PROVIDE ADEQUATE STORAGE CAPACITY, AND ALLOWABLE RELATIVE ACCURACY AND MINIMUM LINEAR TRAVERSE LLJ LJJ APPROVAL FROM THE CITY INSPECTOR. SHALL BE CLEANED OUT ENTIRELY ONCE THE SITE IS STABILIZED. IF THE PERMANENT FACILITY IS TO CLOSURES PER W.A.C. 332-130-085 AND 332-130-090. Ill \ N ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM, THE FACILITY SHALL NOT BE USED AS A TEMPORARY S BASIN.z 10. THE CONTRACTOR SHALL MAINTAIN TWO (2) SETS OF "AS- BUILT"PLANS SHOWING ALL FIELD CHANGES AND SETTLING3. PROPERTY LINES SHOWN HEREON ARE BASED ON READILY AVAILABLE ZQ Z MODIFICATIONS. IMMEDIATELY AFTER CONSTRUCTION COMPLETION, THE CONTRACTOR SHALL DELIVER BOTH PLATS, SURVEYS, AND RIGHT OF WAY PLANS OF PUBLIC RECORD. ALL z O Q CE COPIES OF RED-LINED PLANS TO THE CITY. THE CITY WILL FORWARD ONE OF THE COPIES TO THE DESIGN 11. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMINATING GRASSES SHALL BE DIMENSIONS AND COORDINATES ARE IN U.S. SURVEY FEET AND GROUND Q O r z ENGINEER. APPLIED AT AN APPROXIMATE RATE OF 120 LBS PER ACRE. DISTANCES UNLESS OTHERWISE NOTED. O R O � 12. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM 4. MONUMENTATION VISITATION ALL SURVEY MONUMENTS AND OTHER 0 U THICKNESS OF 3 INCHES, OR 3,000 POUNDS PER ACRE. Z I- M SURVEY MARKERS SHOWN HEREON AS FOUND WERE VISITED IN OCTOBER = - '^ (.O Z 13. SOIL STOCKPILES SHALL BE STABILIZED WITHIN 24 HOURS. WHEN ACTIVELY WORKING WITH THE SOIL OF 2018. C/) _j vJ rJY STORM DRAINAGE NOTES: STOCKPILE, STABILIZATION BY GROUND COVER BMPS SHALL OCCUR AT THE END OF EACH WORK DAY. 5. ENCUMBRANCES THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT � LL LL CITY OF ARLINGTON 14. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND OF A TITLE REPORT; ANY EASEMENTS OR RESTRICTIONS OF RECORD Q oI MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE WHICH MAY BE REVEALED IN A TITLE REPORT HAVE NOT BEEN INCLUDED 0 1. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE APPROVED PLANS THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. HEREON. _ N AND CITY STANDARDS AND SPECIFICATIONS. ANY DEVIATION FROM THESE PLANS WILL REQUIRE PRIOR O N1 APPROVAL FROM THE OWNER, THE CITY ENGINEER, AND OTHER APPROPRIATE PUBLIC AGENCIES. 6. IMPROVEMENTS IMPROVEMENTS SHOWN HEREON ARE THE RESULT OF 15. MAINTENANCE AND REPAIR OF TESC FACILITIES AND STRUCTURES SHALL BE CONDUCTED IMMEDIATELY UPON MULTIPLE FIELD VISITS OVER ATHREE-YEAR PERIOD, PLUS DIGITAL PLAN Z 0 N RECOGNITION OF A PROBLEM OR WHEN THE TESC MEASURES BECOME DAMAGED. i 2. ALL PIPE MATERIALS SHALL MEET THE REQUIREMENTS OF THE CITY STANDARDS AND SPECIFICATIONS. DATA PROVIDED BY SNOHOMISH COUNTY PUBLIC UTILITY DISTRICT NO. 1. CIS ACCEPTABLE STORM DRAINAGE PIPE MATERIALS INCLUDE CONCRETE, PVC, HDPE, AND DUCTILE IRON. CURRENT LOCATION OF IMPROVEMENTS MAY BE DIFFERENT FROM THAT 16. UPON COMPLETION OF THE PROJECT, ALL BMP'S SHALL BE REMOVED FROM THE SITE AND RIGHT OF WAY. CORRUGATED METAL PIPES (GALVANIZED ALUMINUM OR STEEL) ARE NOT ACCEPTED BY THE CITY. ALL PIPE SHOWN HEREON. JOINTS MUST HAVE GASKETS AND SHALL BE WATER TIGHT UNLESS OTHERWISE DIRECTED BY THE CITY. IF ARE REQUIRED TO REMAIN PLACE FOR FURTHER PROTECTION, ARRANEMENTS FOR REMOVAL SHALL B BE MADE WITH THE CITY INSPECTOR. Z O Q REFERENCES:- 3. PIPE BEDDING MATERIAL SHALL BE 5/8-INCH MINUS CRUSHED GRAVEL FOR ALL PIPE TYPES, EXCEPT 17. THE DUFF LAYER AND NATIVE TOPSOIL SHALL BE RETAINED IN AN UNDISTURBED STATE TO THE MAXIMUM Q DUCTILE IRON. BEDDING MATERIAL FOR DUCTILE IRON PIPE SHALL MEET THE REQUIREMENTS OF THE CITY'S EXTEND PRACTICABLE. ALL AREAS SUBJECT TO CLEARING AND GRADING THAT WILL NOT BE CONVERED BY 1. RECORD OF SURVEY, AF#201303075003 STANDARDS AND SPECIFICATIONS (CHAPTER 4). IMPERVIOUS SURFACE, INCORPORATED INTO A DRAINAGE FACILITY OR ENGEINEERED AS STRUCTURAL FILL OR 2. RECORD OF SURVEY, AF#200501145210 W H o SLOPE SHALL, AT THE PROJECT COMPLETION, DEMONSTRATE THE REQUIREMENTS ESTABLISHED IN T5.13 OF 0 W 3. BINDING SITE PLAN, AF #201112205001 Z 4. ALL TRENCH BACKFILL IN AREAS OF PAVEMENT OR STRUCTURAL LOADING SHALL BE COMPACTED TO AT LEAST THE 2014 SWMMWW, POST CONSTRUCTION SOIL QUALITY AND DEPTH. Z Z W fr 4. BOUNDARY LINE ADJUSTMENT, AF #9807025001 W Q _ W i 959 OF THE MAXIMUM DRY DENSITY. ALL OTHER AREAS SHALL BE COMPACTED TO AT LEAST 909 OF 5. BOUNDARY LINE ADJUSTMENT, AF #200409245131 Z W Z MAXIMUM DRY DENSITY. 6. RECORD OF SURVEY, AF#200008085001 - Z W Fr W 5. ALL PIPE SHALL BE PLACED ON STABLE EARTH. IF IN THE OPINION OF THE CITY INSPECTOR, THE EXISTING 7. BOUNDARY LINE ADJUSTMENT, AF #200406095007 0 Q I­- Q C:)TRENCH FOUNDATION IS UNSATISFACTORY, THEN IT SHALL BE EXCAVATED BELOW GRADE AND BACKFILLED WITH 8. RECORD OF SURVEY, AF#9608015001 O W :5 >2 N GRAVEL BEDDING MATERIAL TO SUPPORT THE PIPE. 9. RECORD OF SURVEY, AF#8604155004 W Q V > W r LO n 10.RECORD OF SURVEY, AT#7609290249 > Q O N O 6. LOT DRAINAGE SYSTEMS, STUB-OUTS AND ANY DRAINS BEHIND THE SIDEWALK MUST BE INSTALLED AS 11.RECORD OF SURVEY, AT #200203135003 Cc Q � N = W N E REQUIRED PRIOR TO SIDEWALK CONSTRUCTION. STUB-OUTS SHALL BE MARKED WITH A 2"X4"WITH 3 FEET CO n VISIBLE ABOVE GRADE AND MARKED "STORM". LOCATION AND DEPTH OF THESE INSTALLATIONS SHALL BE U) 0 Q r rn 0o B SHOWN ON THE AS-BUILT PLANS SUBMITTED TO THE CITY. B 0 6. ALL CATCH BASINS SHALL BE TYPE 1 UNLESS OTHERWISE SHOWN ON THE PLANS AND APPROVED BY THE o CITY. THE USE AND INSTALLATION OF INLETS IS DISCOURAGED. o 7. ALL CATCH BASINS WITH A DEPTH OF 5 FEET (RIM TO INVERT) OR GREATER SHALL BE TYPE 2 CATCH Z N BASINS EQUIPPED WITH 3/4-INCH DIAMETER SAFETY MANHOLE STEPS OR A MANHOLE LADDER PER CITY STANDARD DETAILS. 8. ALL GRATES SHALL BE MARKED "OUTFALL TO STREAM -DUMP NO POLLUTANTS". ALL SOLID COVER SHALL BE MARKED "DRAIN". ALL CATCH BASINS AND MANHOLES SHALL BE EQUIPPED WITH LOCKING FRAMES AND LIDS p a OR GRATES PER CITY STANDARD DETAILS. G G Z p m O 9. ALL GRATES LOCATED IN THE GUTTER FLOW LINE (INLET AND CATCH BASIN) SHALL BE DEPRESSED 0.1 FOOT m y a o BELOW PAVEMENT LEVEL. f9 N w y ¢� 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL MANHOLE, INLET AND CATCH BASIN FRAMES - LL w o AND GRATES/COVERS TO GRADE JUST PRIOR TO CURB INSTALLATION AND/PAVING. i 11. ALL RETENTION/DETENTION FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION r x WITH, ALL CONSTRUCTION ACTIVITY, UNLESS OTHERWISE APPROVED BY THE CITY. ;2 o 12. DETENTION/RETENTION PONDS WITH SIDE SLOPES STEEPER THAN 3:1 OR WITH A MAXIMUM WATER DEPTH \ GREATER THAN 3 FEET SHALL BE ENCLOSED WITH A VINYL COATED CHAIN LINK FENCE. CITY OF ARLINGTON ¢ 12 BIO-FILTRAOPERATIONTION PRIOR TO, ORNSODDED IIN CONJUNCTION O TRIPS JUNCTONALL BE CONSTRUCTED,WITH, ASPHALT PAVING. THE VEGETATION OETATION SEEDED INAND EIN CONSTRUCTION DRAWING REVIEW ACKNOWLEDGEMENT BIO-SWALE MUST BE WELL ESTABLISHED BEFORE PAVING BEGINS. PROJECT NO.: 1008707 E 13. STORM WATER RETENTION/DETENTION FACILITIES, STORM DRAINAGE PIPE AND CATCH BASINS SHALL BE THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CAD DWG.FILE: 20230200-CV.d.g FLUSHED AND CLEANED BY THE DEVELOPER PRIOR TO THE CITY'S ACCEPTANCE OF THE PROJECT. CONDITIONS ON THE TITLE SHEET. City of Arlington DRAWN BY: SAL A 14. WHEN INFILTRATION FACILITIES ARE CONSTRUCTED, COMPACTION OF SOIL IS NOT ALLOWED, AS THE DESIGN IS Building p De artment CHECKED BY: KWW BASED ON NATURAL SOIL IN THE ORIGINAL LOCATION. VEHICLES SHALL NOT BE DRIVEN OVER THE BY: INFILTRATION AREA DURING CONSTRUCTION. APPROVED SHEET TITLE NT2 DEVELOPMENT SERVICES MANAGER 15. IF THE CONTRACTOR ENCOUNTERS GROUNDWATER OR SOIL CONDITIONS DIFFERENT FROM THAT SHOWN IN THE Kevin Olander- 10/06/2025 GENERAL NOTES PLANS DURING INFILTRATION SYSTEM INSTALLATION, THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR. AND LEGEND DATE: THIS APPROVAL VALID FOR 18 MONTHS No changes authorized unless approved by the Building Official 0 N O 0 Q U a SHEET 3 OF 24 5 4 3 2 1 5 4 3 2 1 SEC. 22, T. 31 N, R. 5 E, W.M. GENERAL NOTES FENCE PANEL INSTALLATION AME RESGreen.Clean SustainableC0A 1. THE CHAMELEON 6300 SERIES EXPANDED METAL FENCE PANEL USED SHALL CONFORM TO SNOW.SUMMIT HILL DR,STE 401 1. THE CONTRACTOR SHALL FIELD VERIFY EXISTING SITE CONDITIONS INCLUDING LINEAR 1. NSTALLATON: KNoxvILLE,TN 37soz THE FOLLOWING SPECIFICATION: FOOTAGE OF FENCING REQUIRED. a. INSTALLATION AND LAYOUT OF THE JOB SHALL BE APPROVED BY THE OWNER 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE ACCURACY OF UTILITY - HOT-DIP ZINC-COATED GALVANIZED - MEET OR EXCEED ASTM A123 AND ASTM PRIOR TO INSTALLATION. coNsuLrANrs LOCATIONS SHOWN. THE CONTRACTOR SHALL CONTACT THE UNDERGROUND UTILITIES F2548.50-13R (EXPANDED METAL FENCE SYSTEMS FOR SECURITY PURPOSES). b. THE FENCE SHALL BE COMPLETELY INSTALLED ACCORDING TO THE DRAWINGS LOCATION SERVICE (1-800-424-5555) NOT LESS THAN TWO (2) OR MORE THAN TEN AND SPECIFICATIONS. �) PERTEET (10 WORKING DAYS BEFORE THE SCHEDULED DATE FOR COMMENCEMENT OF ANY - 6300 SERIES MESH FABRIC USED SHALL MEET THE FOLLOWING: c. POSTS SHALL BE SET IN 3,000 PSI CONCRETE. ) 2707 COL8V AVENUE,911201SUITE 900 EXCAVATION THAT MIGHT AFFECT UNDERGROUND UTILITIES. d. FASTENERS SHALL BE PEENED, SCARFED, WELDED OR BREAKAWAY NUTS USED EVERETT,WA 0018201 a. WIDTH OF PANEL (SWD) - 4ft (1,219mm) THROUGH 12ft (3,658mm) AT OWNERS'REQUEST. azs.zsz.77ooleoo.elsseoo D 3. DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED AND USE A ZINC RICH PAINT IN b. LENGTH OF PANEL (LWD) - 4ft (1,219mm) THROUGH 12ft (3,658mm) ACCORDANCE WITH ASTM A780. 2,438mm 4. STOCKPILING OF EXCAVATED MATERIAL DIRECTLY ON SITE GRAVEL SURFACE WILL NOT BE NOTE: 1 OF THE 2 DIMENSIONS CANNOT EXCEED 8ft ( ) 2. PANELS, POSTS, RAILS, AND CONNECTIONS: IAESLEy ALLOWED. A BARRIER SHALL BE PLACED BETWEEN THE STOCKPILE AND THE GRAVEL. c. MESH DIAMOND - 0.923in (23.44mm) x 2.000in (50.8mm) a. DIAMOND FASTENERS®ARE USED WITH EACH THREADED FASTENER. DIAMOND J °F WASH F 5. DESIGN LOADS ARE AS FOLLOWS: d. MESH OPEN AREA - 67% FASTENERS ARE INSTALLED ON THE ATTACK SIDE OF THE MESH WITH MESH TO e. MESH STRAND WIDTH - 0.1.50in (3.81 mm) RAIL ATTACHMENT AND BEHIND THE MESH WITH ATTACHMENT TO FINISH PLATES&i. ° a. WIND PER ASCE 7-16 b. USE A MINIMUM OF FIVE (5) 5/16" X 1-1/2-IN CARRIAGE BOLTS AND NUTS RISK CATEGORY IV f. MESH STRAND THICKNESS - 0.134in (3.40mm) PER RAIL BETWEEN LINE POSTS. aoeas . EXPOSURE CATEGORY B g. WEIGHT - 1.78lbs/sf2 (8.69 kg/m2) C. FENCE POST SPACING AND SUPPORT RAIL SPACING SHALL BE SET IN oFF�sONgt EE � WIND SPEED 109 MPH h. WEIGHT (GALV) - 1.964lbs/sf2 (9.58 kg/m2) ACCORDANCE WITH THE CONTRACT DOCUMENTS. b. SOIL PER 2018 IBC 1807.3.2.1 UNCONSTRAINED METHOD i. PRODUCED BY AMICO SECURITY d. SPLICE AND COVER PLATES IN NECESSARY SHALL BE ATTACHED USING MINIMUM TOLERANCES: SWD = -0 + 0.25in (6.4mm) PER 12in (304.8mm) OF DIMENSION 5/16"X 1-1/2"-IN CARRIAGE BOLTS. BOLTS SHOULD BE CONNECTED IN ALL i. 150 PSF/FT PER TABLE 1806.2 LWD - -0 + 0.25in (6.4mm) PER 12in (304.8mm) OF DIMENSION PRE-PUNCHED RECTANGULAR HOLES IN THE PLATES. � ii. TWICE THE TABLE VALUE USED AS ALLOWED IN 1806.3.4 e. FINISH PLATES®ATTACH TO POSTS USING TAMPER RESISTANT 1/4-IN X 1-IN W 2. FRAMEWORK: SELF TAPPING SCREWS m 6. DURING CONSTRUCTION THE OWNER MUST HAVE FULL AND UNIMPEDED ACCESS THROUGH a, FOR ROUND POSTS, STEEL SHALL CONFORM TO ASTM A-653 AND BE COLD ROLLED f. MESH PANELS SHALL BE ATTACHED TO AMICO FINISH PLATES WITH 3: CY) ONE OF THE VEHICLE GATES. VEHICLE GATES SHALL NOT BE WORKED ON FOR A MINIMUM YIELD STRENGTH OF 35,000 PSI FOR SCHEDULE 40 (STD. PIPE) PRE-PUNCHED RECTANGULAR HOLES AND SHALL ALLOW 5/16 IN. X 1-1/2 IN. :Ei >_ N SIMULTANEOUSLY. PRIOR TO DEMOLISHING A VEHICLE GATE THE CONTRACTOR SHALL POSTS AND 50,000 PSI FOR SS40 POSTS. FOR SQUARE & RECTANGULAR POSTS, CARRIAGE BOLTS TO SECURE MESH PANELS. Lo G N SUBMIT A WRITTEN REQUEST TO THE ENGINEER A MINIMUM OF 5 WORKING DAYS IN STEEL SHALL CONFORM TO ASTM A-653 AND BE COLD ROLLED FOR A MINIMUM g. FASTENERS SHALL BE PEENED, SCARFED OR WELDED TO PREVENT EASY CV cr 00 ADVANCE. YIELD STRENGTH OF 50,000 PSI FOR ASTM A500 GR. C STEEL. REMOVAL. C) w J w 0) 7. EXISTING AND FUTURE OVERHEAD POWER LINES ARE NOT SHOWN ON THE DRAWINGS. b. HORIZONTAL RAILS SHALL BE A DESIGN IN WHICH RAILS ARE CONTINUOUSLY h. PLACE CONCRETE AND SET POSTS IN THE CONCRETE SUCH THAT THE POST IS z J Z Q 8. COORDINATE STAGING AND STOCKPILING LOCATIONS WITH OWNER PRIOR TO FASTENED TOGETHER FORMING A CONTINUOUS RAIL IN FRONT OF LINE POSTS. RAILS PLUMB AND IN LINE. MAXIMUM VARIATION FROM PLUMB SHALL BE 0.5 INCH. LU W CONSTRUCTION. SHALL BE ATTACHED TO VERTICAL POSTS WITH AMICLAMPS®. RAILS SHALL BE MAXIMUM OFFSET FROM TRUE POSITION SHALL BE 1 INCH. FOOTINGS THAT PRE-PUNCHED TO ALLOW 5/16-IN. DIAMETER BOLTS FOR RAIL TO RAIL AND MESH ARE EXPOSED SHALL BE SLOPED TO DIRECT RAINWATER AWAY FROM THE POST. TO RAIL ATTACHMENT. DRILL A CONDENSATION DRAIN HOLE IN ALL POSTS ABOVE THE CURB LINE AND Z p Q Q z C MATERIALS C. NUMBER OF AMICO INFINI-RAILS®RAILS REQUIRED SHALL BE SHOWN ON DRAWINGS. FILL THE LOWER SECTION WITH FOAM TO PREVENT DAMAGE DURING FREEZING 0 d. RAILS SHALL BE PRE-PUNCHED AT REGULAR INTERVALS ALLOWING THE REQUIRED TEMPERATURES. p O Cc o . SURFACE ROCK SHALL BE 1-1/2" CRUSHED LEDGE ROCK MEETING THE FOLLOWING NUMBER OF ATTACHMENT POINTS. U z � C9 Z e. NON INFINI-RAILS® ARE NOT ACCEPTABLE FOR THIS APPLICATION. 3. FABRIC: 2 - (n GRADATION REQUIREMENTS: (/� Ir J FABRIC SHALL BE INSTALLED SO THAT THE BOTTOM OF PANELS IS NO MORE THAN ° 3. FITTINGS: 2-IN ABOVE GRADE. TOP OF PANELS SHALL BE LEVEL AND CONFORMING TO :Ei QIr a 2. AGGREGATE FOR THE SURFACE ROCK SHALL CONFORM TO THE FOLLOWING BONNEVILLE AMICO SECURITY FITTINGS SHALL BE USED TO SECURE THE WIRE MESH FABRIC TO THE GRADE. O Q POWER ADMINISTRATION TEST REQUIREMENTS: SELECTED FRAMEWORK. FITTINGS SHALL BE MADE FROM PRESSED STEEL, IN ACCORDANCE _ M WITH THE STRENGTH STANDARDS AS MANUFACTURED BY AMICO SECURITY AND SIZED TO 4. BARBED WIRE O o THE SPECIFIC FRAMEWORK. a. BARRIER SHALL HAVE BARBED ARMS ATTACHED TO POSTS ALLOWING THREE Z N STRANDS OF BARBED WIRE THAT EXTEND 12-IN. ABOVE FABRIC HEIGHT. GRADATION SIEVE PERCENT SIZES (PER PASSING (BY 4. FINISH PLATES: b. BARBED ARM TO BE POSITIONED TO THE ATTACK SIDE OF THE BARRIER. AASHTO T27) WEIGHT) a. PRE-PUNCHED SHALL HAVE A MINIMUM THICKNESS OF 0.80-IN. AND EXTEND THE Z Q 1" 100% HEIGHT OF THE 6300 SERIES MESH. F LLi?� N 5/8" 10-20% b. FINISH PLATES HAVE PRE-DRILLED HOLES FOR ATTACHMENT TO POSTS AND MESH. 5. GATES: < > H a. GATES SHALL BE INSTALLED SO THAT THE BOTTOM MAINTAINS A MINIMUM a 1/4 0-5% GATES CLEARANCE OF ONE (1) INCH ABOVE THE ROCK OR CONCRETE DRIVEWAY. O Z Z LU LU LL Q - Lu b. THE GATE IS TO SWING OR ROLL FREELY THROUGHOUT THE ENTIRE GATE RANGE Z_ U) Z > 1. GATE FRAMES SHALL BE OF A WELDED CONSTRUCTION AND DESIGNED TO OPERATE UNDER OF MOTION. Cc ¢ LU Q U) ccw o THE ADDED WEIGHT OF THE SPECIFIED HIGH SECURITY MESH PANELS AND WIND LOADING. c. GATE ACCESS CONTROL COMPONENTS PROVIDED BY AND INSTALLED BY OTHERS. W Q p 3. THE SURFACE ROCK SHALL BE WASHED BY THE SUPPLIER AT LEAST THE HIGH SECURITY MESH FABRIC SHALL FIT FLUSH ON ALL SIDES OF THE GATE FRAME LU 0 U w T LO ALLOWING NO OPEN SPACES BETWEEN THE FABRIC AND THE GATE FRAME. > - O N 3 ONE TIME PRIOR TO BEING STOCKPILED BY THE SUPPLIER. WASHING SHALL BE Ir > (n N ~ N E EQ U) (.0 00N ACCOMPLISHED BY MACHINERY SPECIFICALLY USED TO PROCESS AGGREGATE SUCH 2. NON-CRASH RATED MAN GATES: U) 0 Q T U) 0) B AS POWERSCREEN. THE CONTRACTOR SHALL PROVIDE WRITTEN DOCUMENTATION OF a. PROVIDE AMICO SWING TYPE MAN GATE ALLOWING AN OPENING OF 4-FT X 7-FT AS HOW THE SUPPLIER WASHES THE AGGREGATE. THE ROCK SHALL BE COMPACTED NOTED ON DRAWINGS. 0 TO 90% DENSITY AFTER PLACEMENT. b. LOCKING DEVICE SHALL BE PADLOCK AND CHAIN WITH GATE KEEPER 0 0 O U ° 3. GATES (NON CRASH RATED SLIDE GATES): ( )2 PROVIDE. SPEC. TYPE & LIMITATIONS a AMICO AMIGUARD®8000 SERIES CANTILEVER SLIDING GATES ALLOWING City of Arlington Z TEST NUMBER OPENINGS OF 30-FT AND 48-FT X 7-FT REQUIRED HEIGHT OF FENCE AS NOTED IN Building Department C G DRAWINGS. o m o LOS ANGELES WEAR ASTM C131 500 REV, 20 APPROVED m a ° b. GATE CONSTRUCTION SHALL BE AMICO APPROVED ALUMINUM CANTILEVER GATE $ N F SOUNDNESS, SODIUM MOUNTED TO 6-IN X 6-IN X 3/16-IN WALL THICKNESS, LENGTH AS NOTED IN Kevin Olander- 10/06/2025 N o LL w.E ASTM C88 6 DRAWINGS. - o SULFATE 5 CYCLES No changes authorized unless approved by x DURABILITY AASHTO T210 80 MIN FINISH the Building Official o r o BONNEVILLE POWER OHM-METER 5000 0 MINIMUM 1. 1 INISH FOR ALL MATERIALS SHALL BE AMICO'S 4-6 MIL POWDER COATED FINISH. \ ADMINISTRATION a. COAT ALL FENCING COMPONENTS W/ RAIL 9005 JET BLACK AMICOAT PER CITY OF ARLINGTON (COA) REQUIREMENTS CITY OF ARLINGTON ROCK RESISTIVITY TO 6% LOSS o WEATHERING BY DMSO BARBED WIRE CONSTRUCTION DRAWING REVIEW ACKNOWLEDGEMENT PROJECT NO.: 1008707 CAD DWG.FILE: 20230200-FP.dwg THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE DRAWN BY: BZ 1. EACH POST SHALL BE PROVIDED WITH BARBED ARMS AS REQUIRED. CONDITIONS ON THE TITLE SHEET. CHECKED BY: PWR ASHEET TITLE NT3 A 2. THREE STRANDS OF BARBED WIRE SHALL BE DESIGN NUMBER 12-2-4-14R, CLASS 3 BY: COATING. DEVELOPMENT SERVICES MANAGER FENCING PLAN o � N DATE: THIS APPROVAL VALID FOR 18 MONTHS NAVD88 0 1 N O Know what's below. DATUM Call before you dig. SHEET 4 OF 24 5 4 3 2 1 5 4 3 2 1 SEC. 22, T. 31 N, R. 5 E, W.M. i -- ________________=_=_____ ---_-___-__,_4Q_--_-_-_---------_-___-_= AMERESCO Green.Clean Sustainable'9U --- 520 W.SUMMIT HILL DR,STE 401 I KNOXVILLE,TN 37902----------------------- ` II CONSULTANTS ELECTRIC ANSFORMER PAD O2. 135. - - - - - - - - - - - - - - - - - - - - - - - - - - - I! TEMP POWER '"__. �) PERTEET METER RACK I I \ I £ i A-51764 _ --- SUITE 90 ory --ory _____on—yt—mow __ -- 425.252.77001800.615.9900 D 2707 COLeV AVENUE, 0 `` \ EVERETT WA 98201 ory 36 HOT BOX W(R) --------------------- orv—�—ory ory on ory w A-52 66 •:; \\ or o7 ary ary , � OF WA y w n TRAINING YARD WATER CON ECTION z C ^ _ > A I STORM CB 8 DI TOP 20 w w-1$w w w—mow __ _� U t TOP: 134.69 FL 36"CPP E:130.1 r� —7 !__-----(-)_ - W(R)— — — W(R)— 51 8 UNABLE TO OPEN FL 12"CPP W: 131.1 8'61--------- () —_—yy ) _ d(R R) W(R) ________ -_-_-_______ B D —�____________________135--___-___________ ----------------- ________________ •r_____W(R)____ ONA`T�ENG\ v W(R) R W(R) W(R) E9 — `' ___________________________ ____135_______ ___ -- LT PROPOSED PROJECT BOUNDARY I 9/10/25 F STORM CB •1S STORM sD—ID�. I—S .I so - - __---__- ________ F-51646 p— � -_ TOP: 134.6 � sow � � � � � � �-__ - EASEMENT . -_I s 50� sD�sD-Sp _________-- _ ♦ -____________________________ s� __ FL 6"E:`�33.0 _______________________________________________________ FLOW sD Sp `Sp—sD P11 W F-517 f 1 36"HDPE FOR FIRE STORAGE —�4I I m FL 6' W: 132.8 I . 1 FL 12"N: 132.7 OF CONTAMINATED STORM �' -/ ^p CB TO: 36.39 RYWEL TOP' 3619 • C2 FL s"S: 1 327 (PREVIOUSLY REMOVED) FL 12•'DIPPE'128.3 M •I : L3 I� I F 8:3 FL 12 DIP W. 128.3 ________ LO I I I , o L 36"C _ ______________________________________________________________ _ PP e_____ W. 12 13. A _____ __________________________________________ ___ LU ____ GRAVEL ____________ m !TI I t---_____________________ _______-_____-_-___________________ _______________________ STORM CB II / - - ____________________________________________________________________________________________________________________________-_________ �, 3 / SOLAR PANEL ARRAY --- ' � TOP: 134.26 II� _-_---- �� �// 1� m f _t_________________ �.e\ I I I e • FL 6"N: 132.7 _____________________________________-____________________________________________________________________J x I \\ I FL 6"W: 132.8 _______________________________________________- F__________ - - ° w p f z w 'I c ------ ' i `---}--f------;\------------------------------------------------------------------ F I : z p Q Co A ''i PGS ------------------------------------------------------------------------------------------------------------------------------------------------------------------------- �I p -------------------------------------------- z STORM CB (P)I I `. I Ir \ GENERATOR r-___,1V.__ �_..R _ L_�_______",_ v TOP: 134.35 O z O cM0 Zi � 3UG LINES I � �\\ __________________________________________ _________________ ____ I \ oI FL 6"E: 132.9 I i i I� __________________________________________________________________________________________________________ \ SOLAR PANEL ARRAY __________________ '^ J \ TRANS 0 ER ` ____________________________________________________ _______ v) — \ ------------�—________________________________________________________________________________________________________________ __________________________________________________- __________ ________-_-_________ ___ 3 \ \ l -__�I________________-____-_1__-_________ F �z III I _ ---------------------------------------------------------------------------------------Y ________________________________________________________________________________________________________________ X A \ r I I Ell o '� I ❑ E10 __________________ ___ GRAVEL _____________________________________________________ -52165 ; CONIC PAD W/EQUIP RACK -------------J- SOLAR PANEL ARRAY -----------____-___-----_____ r _________________________________________________________________________ _________________________________________________________ =13433' II --------------------------------- TOPF_______�_ r----------------------------- - ------------------------------ i - - - - - --------------------- ti o Q o o -- LLi 3: ____________________________ / 0 ________ __________________________________________________________________________________________________ _ _______________________________________________________ _______________________________________________ _________________________________________________ _ o F I A-51923 I SOLAR PANEL ARRAY W E Q . I ��_ ____ L LIL / f I E ._ - �I 'I ' Z� _______Y __ ___ __ __ __ _ ___________________________ _____E l -r - - - -  ____________________ W M - - ______ CE ^ OoMo3 _y-___- ---_--_-_--_--_--_I--------------__-____- GRAVEL / . I I i W A-52164 C6 SOLAR PANEL ARRAY _ _ __ __________________________________________________ _E _________________________________________ Cn QTO Cn co _________________ ___________ ____________ _ ____________ _ _____________________B A-51765 _________________________________ __ A-51922 ____________________________________________________________________ _ ___________ ___________-__________________________________ ___________C7 ________ ------------------------------------- / _______ _ ____ ____ V B r�Vy arva,E� zIF ::.-LS crh.. ..hI_ ;i::.•:.: _ _ ____ _ _SOLAR PANEL ARRAY __ _ _ ----------- 11 P43 _ U________ ______/_-_-__ ________ _ / ____ FA-51763 _ __________________ ____________________________ O________________________________- ---- --------- ----------------------------------------- - - ------ _ KoN- m' kmN¢ o ------------\_ ----------------- -- ------- ----------GRAVEL o __ _----------- ________________ ________AR Y ____----_____________________ _____________ ________________________ _ 13 - ______________________________ F-51509 ________ s ---__4__ _____ T - dwO _________________ ASPHALT ____�°r WATER LNEWEASEMENT w w w w ... _ ..... . a •• ... ........................ .......... w L.6_� ---- w - w i3 - ------ .. - r :`•' i ————y ______________ _ .: � I o m MONITORING WELL B-4� _----------GRADE®WELL: 134.6 MENT _ City of Arlington 1E c 1— •• �• 'I' TQP°A3E: ,346_ Building Department TOP PVC: 134.4 - p PROJECT NO.: 1008707 E CITY OF ARLING�TON _-_____ ____________13d----- --_-_-___ APPROVED CAD DWG.FILE: 20230200-EX.dwg Kevin Olander- 10/06/2025 DRAWN BY: BL CONSTRUCTION DRAWING REVIEW ACKNOWLEDGEMENT CHECKED BY: NH A No changes authorized unless approved by A GENERAL NOTES:� THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE *SURVEY PROVIDED BY DAVID EVANS AND ASSOCIATES INC. (1620 W. MARINE the Building Official SHEETTITLE EX1 O CONDITIONS ON THE TITLE SHEET. VIEW DRIVE, SUITE 200, EVERETT, WA 98201. 425-259-4099) SURVEY DATED EXISTING 09/28/2022. SEE GENERAL NOTES SHEET 3 FOR SURVEY NOTE INFORMATION. *SOLAR PANELS AND FIRE STORAGE SYSTEM WITHIN PROJECT BOUNDARY HAVE SCALE CONDITIONS BY. BEEN REMOVED SUNCE THIS 03/22/2022 SURVEY. NAVD88 , DEVELOPMENT SERVICES MANAGER 20 0 20 40 N FEET DATE: THIS APPROVAL VALID FOR 18 MONTHS Know what's below. DATUM Call before you dig. SHEET S OF 24 5 4 3 2 1 5 4 3 2 1 SEC. 22, T. 31 N, R. 5 E, W.M. AMERESCO A Green.Clean.Sustainable 520 W.SUMMIT HILL DR,STE 401 KNOXVILLE,TN 37902 MANHOLE FOR CONDUIT CONNECTION. TO BE CONSULTANTS LOCATED IN THE FIELD AT THE END OF THE �) PERTEET CROSSWINDS CONDUIT 2707 COLeV AVENUE,SUITE 900 PROPOSED SITE LOCATION. EVERETT,WA 911201 DBOUNDARY 1000kVA PADMOUNT 425.252.77001800.615.9900 D TRANSFORMER 4000kVA PADMOUNT SCALE TRANSFORMER PRO K (UNLESS OTHERWISE NOTED) GROUND GRID 20 0 20 40 0e w^Sti FEET Qe o� U z C s 51 8 4 GISTER�O�C�� AL ENG 9/10/25 ---- --�x�x�__- (n- ❑ R45' 1 — — — — — —X� 'X` - ----- � — — — — — — ------- — ------- — W 120 ❑ — — — — I BESS CIRCUIT 1 ❑ PERIMETER CV ❑ BATTERY I I BESS CIRCUIT 2 I FENCE SEE i PACK ❑ BESS CIRCUIT 3 i ( � W J W 0-)CV Lu U � _ — — — FENCING PLAN i (TYP)z ❑ — — — — — — — — — — — — — — — — — - -- — I BESS CIIRCUIT 4 XII SHEETS 2 J — — — — — — FP1FOR � W W W STATION SERVICE FURTHER > TRANSFORMER INFORMATION) Q F-1 Z OQOC POWER 7.0' ii - - - - CONTROL � O �- - - - - - - - - - - - - — — — — -- - -- — — — — — — HOUSE RELOCATED z 0 CO Z 5'x28' HYDRANT ❑ I F-1 0. � � ❑ � 420 SOFT � � � W S — — — _ BATTERY FIRECENTER O Q — — FUTURE DEVELOPMENT MAINTENANCE AREA ❑ O — -- -- — — — — — J L . . _ _� 2280 SOFT (BY OTHERS) R45' i El ❑ I PARKING ❑ PROPOSED PAVEMENT Z - - - - - - - - - - - - - - - - - - - - - - - 8' +� >3: g - - - - - - - - � I R45' 20 Cc � Cc 0ZZ LU a i ° --►{ 1 1' Imo- II LL Q W m Zw -- - - --- 20 ® _ _ ® _ I ZZW < w x—x—x—x—x—x—x x x x O > LU o V xx—x—x—x—x—x—x—x—x—x x—x—x- -x—x—x—x—x— ___ R45' > w - c� o, ---——-- X—x—X—x LU> o O w r N m X X x x x x x x x x X XLID E GATE (SEE FENCING 2500kVA PADMOUNT CAMERA CABINET E) ¢ U) = N B PLAN SHEETS TRANSFORMER (BY OTHERS) PROPOSED PROJECT BOUNDARY U) 0 a T rn rn v FP1-FP6 FOR B FURTHER GATE (SEE FENCING INFORMATION) PLAN SHEETS FP1-FP6 ❑ FOR FURTHER o ❑ ❑ INFORMATION) Z 0 C z ❑ ❑ PARCEL ID: 31052200405400 p m m O o N y a r EXISTING PAVEMENT N o LL o o F X � Q Y Q CITY OF ARLINGTON PROJECT NO.: 1008707 E PARCEL ID: — --- CAD DWG.FILE: - �w9 0 CONSTRUCTION DRAWING REVIEW ACKNOWLEDGEMENT 3105zzoo4o1600 ---- DRAWN BY: 5L CHECKED BY: NH A THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE -- -- SHEET TITLE SP1 A o CONDITIONS ON THE TITLE SHEET. 1800 oPARCEL ID: 31052200401100 City of Arlington -- -- • SITE PLAN BY: 21 DEVELOPMENT SERVICES MANAGER Building Department PARCEL ID: 31052200401000 APPROVED 1 o DATE: THIS APPROVAL VALID FOR 18 MONTHS Kevin Olander- 10/06/2025 Q No changes tauthoriz d nlesaapprovedby Know what'sbelw. 9 Call before you dig. SHEET 6 OF 24 5 4 3 2 1 5 4 3 2 1 SEC. 22, T. 31 N, R. 5 E, W.M. AMERESCO A Green.Clean.Sustainable 520 W.SUMMIT HILL DR,STE 401 \135 KNOXVILLE,TN 37902 CONSULTANTS - - - %� - - - - - - - - - - - - - - -❑;3\ - y3 - - - - - - �) PERTEET 2707 COLBV AVENUE,SUITE 900 M \ �� EVERETT WA 98201 SCALE 425.252.77001800.615.9900 D 135 — \\�� I-/ 20 0 20 40 — — — FEET oRO h -136------ ' � I / QQ o� \ ----136____-_---_-- --- TRAINING YARD WATER CON ECTION�K // � I U z C BATTERY PADS 0% SLOPE 136-__-- �/_-// / 51 a (NP) / cls" \� -135— — — — — — — — — — 136------- -----'13 -------\ 9/10/25 ■ sD -135 >E135' (n \ 36 5 50—SD—SD----SD—SD—SD SD—SD—SD __ — —__ SD T�__—__----------_—�_�----__ � 1 ' ___ — — --tx 120 D I I I \ LU — I go LO ------ \\\\ _ \ 3 00 136---- NUwrn7a - - - - - - 7a C) W JZ Q� z � - - - - - - - - -1- - - - — — — — _I 2 836 --- w wEl } > � Q < Z C pO p i 0 I� UzCO ZH_ — 3 I ❑ I I cn oC J o L- . a a o O ❑ � • ❑ El I z D I I z — I - - — - - - - - - - - - - - E � I O LLI a I - - - - - - - - - - - � < a 5 M Q z z w ❑ I y0 — --— �j1 0 'v '� /I / Z Z W x—x—x—X—X— 'S rn W CI)—�- x —x—x—x —x—x—x—— _x— 1 �y9 ��o ¢ ¢ 0 0 x—x x—x—x— I r W Q N a) - x—x—x _ x—x—X—x I w V W LID o B N \\ 36\ I (40 ¢ � CA0) QI 3S I B i ° 0 O r L /1 o l A 136--------- — — a � ---136 \--- / U p � m O El Tills, r 1 \ 135 E rn - o --- 3 - - — — —135- — — — — — — — / I n o x \ - - _ 135 -133 ---------- -- ro \o a a _ a s PROJECT NO.: 1008707 CITY OF ARLINGTON CAD DWG.FILE: 20230200—GP.dw9 0 CONSTRUCTION DRAWING REVIEW ACKNOWLEDGEMENT TOTAL CUT: 353 CU. YD. DRAWN BY: CHECKED BY: NH A 1. City of Arlington TOTAL FILL: 1703 CU. YD. A THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE Building Department SHEET TITLE GR1 o CONDITIONS ON THE TITLE SHEET. APPROVED TOTAL NET: 1350 CU. YD. GRADING PLAN BY: Kevin Olander- 10/06/2025 DEVELOPMENT SERVICES MANAGER NAVD88 o No changes authorized unless approved by 1 the Building Official DATE: THIS APPROVAL VALID FOR 18 MONTHS Know what's below. DATUM Call before you dig. SHEET 7 OF 24 5 4 3 2 1 5 4 3 2 1 SEC. 22, T. 31 N, R. 5 E, W.M. ---------------- AMERESCO A _---------------------, Green.Clean.Sustainable 520 W.SUMMIT HILL DR,STE 401 137 ----------------- KNOXVILLE,TN 37902 // CONSULTANTS \ I 3� pERTEET \ L---_ 2707 COLBY AVENUE,SUITE 900 n --136 EVERETT,WA 98201 425.252.7700 1800.615.9900 D STABILIZED CONSTRUCTION ENTRANCE PER BMP C105 (TYR) 135- — -1 PRO K \ \73S i / WAS 136 ----- i / --- Qe o C \ INTERCEPTOR DIKE / I /c1sTeltiEG���, _AND SWALE PER 136--------- �N/iL EN — — --936�-- BMP C200 (TYP) ------�\ i � 9/10/25 yes 35 y =135 LSD+� i�3S hL SOkL 35CN �,A-13 - _ _ Cn Cn �SI�rL Js �,SAy_ �sCFL 45py H� 136/ W ❑❑ I -�SnLC H= m ❑ �s I I \� I� �Gli � �N ❑ '� CM El --------- 00 + \ i --136----- - 136- ------------ 9 I \ N LU CA ,3 � W J W LU C W _ I I INSTALL NO GRAVEL\ I I z O Q E 1 ❑ r I l WEST OF THIS LINE I O O p Ir z 0 I U Z I— coco Z C� m Cn J � Q O Q ❑ o I M ❑ O o I I �� SEDIMENT TRAP PER BMP C240 I C/) T \ TBD O I I F LL 3: ❑ TBD _ _ _ _ _ F 2 H i U 0 W a b5 M LLQZW W i I ZC4 uj Z > Z W Lu O SF Cc HVS^=i75F - >- LUQ a)� F �IVS = TCS VJ-=HTTr— N Lu // F�-�77tlsF�-�'IVST'� V9f SF I / > 9 O O Lu Lu O N \ STORM DRAIN INLET PROTECTION HIGH VISIBILITY SILT FENCE / Q (q � N N ❑ \ -�RER BMP C220 (TYP) PER BMP C103 I \ rn 0 Q r O B n \\136.- 1 CONSTRUCTION ROAD/PARKING AREA o A STABILIZATION PER BMP C107 / ❑ ® o of \ ------ — - a �\ 136----------- z PARCEL ID: 31052200405400 ---------- ----136- / \ o s N O m a F _ ❑ El N -135- — — n - - n a o w \ .135 1 n o a 0 w x 134---- j m N m f--_ o co LEGEND: Y a m STORM DRAIN INLET PROTECTION PER BMP C220 PROJECT NO.: 1008707 CITY OF ARLINGTON CAD a GRAVEL CONSTRUCTION ENTRANCE DRAWN 0 CONSTRUCTION DRAWING REVIEW ACKNOWLEDGEMENT B.FILE: - w9 DRAWN BY: CHECKED BY: NH INTERCEPTOR DIKE AND SWALE PER BMP C200 City/of Arlington /4 I THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE 7 g SHEET TITLE ERi o CONDITIONS ON THE TITLE SHEET. HvsF HIGH VISIBILITY SILT FENCE PER BMP C103 Building Department APPROVED TESC PLAN BY: EXISTING CONTOUR SCALE DEVELOPMENT SERVICES MANAGER Kevin Olander- 10/06/2025 NAVD88 PROPOSED COUNTOUR No changes authorized unless approved by 20 0 20 40 o the Building Official FEET DATE: THIS APPROVAL VALID FOR 18 MONTHS -———- PROPERTY LINE Know what's below. DATUM Call before you dig. SHEET H OF 24 5 4 3 2 1 2 1 NOT TO SCALE Typical V-Shaped Channel Cross-Section Drain grate do A AMERESCO� ��Q°��p ° �p �• Green.Clean.Sustainable dp 0 °o°O°°O�•O• /-°��'O• 520 W.SUMMIT HILL DR,STE 401 p• pop �•o' p� O Concrete block KNOXVILLE,TN 37902 With Rock a•o p °O O . °Op'o Center o 0 8 0 oO r o QOo •OOQD CONSULTANTS ho (150-225mm) .��� �p °moo° m) P E RTE E T O• ������ o a Gravel backfill Key in Fabric ogoa QO°000 2707 COLBY AVENUE,SUITE 900 Grass-Lined EVERETTWA98201 °U Q�../�` > 425.252,7700 1 800.615.9900 D D Filter Fabric o • �O° � 0. 4 �op n7P,6 •o,oa nV_7��•°oo s o4C� Q�� G dW"" 4 '-4 100'min. Typical Parabolic Channel Cross-Section �raQ� 6-11 °���IN 00 O- �ao Qj9 y\p 51 8�O With Rock Center 7�° A �NA�T�EN% for Base Flow Itr\ 9/10/25 Install driveway //Z/I FJ X�t� vIP11�`17 , 1, '' �✓ \/\�// \� Plan View culvert if there is a // \ // 6"-9"�, Cn roadside ditch present q ry \\\j\/ (150-225mm) \\/ / /\ Concrete block LU uar spalls With Channel Key in Fabric /\� Filter Fabric Wire screen or Liner Overflow filter fabric CY) Gravel backfill — oo water Ponding height � � N Geotextile o" .e Water N � U 00 j\%/\\%/\\%\�� Z J Z Q Typical Trapezoidal Channel Cross-Section \i\\�\��\��\�� Drop inlet w w l Ii> C Design Depth O Notes: Driveway \ /15'min. / / O Z0 Cc shall meet 12"minimum thickness N/ \ //�/ Section A-A _ M the requirements of the \ \ \\: (9 Z permitting agency. \.• IV 6 N //\/ Notes: C= J J / 1. Drop inlet sediment barriers are to be used for small,nearly level drainage areas.(less Cc 2. It is recommended that Provide full width Overcut channel 2"(50mm)to allow \\�\\�\\/�\/, \�\\�\\/ than 5%) � Q Q the access be crowned of ingress/egress bulking during seedbed preparation 2. Excavate a basin of sufficient size adjacent to the drop inlet. O S so that runoff drains off area and growth of vegetation. With Rock Center 3. The top of the structure(ponding height)must be well below the ground elevation 2 M the pad. Filter Fabric for Base Flow downslope to prevent runoff from bypassing the inlet.A temporary dike may be O o necessary on the downslope side of the structure. Z NOT TO SCALE NOT TO SCALE C/) p ¢ Stabilized Construction Access Typical Grass-Lined Channels Block and Gravel Filter 2 o o S Revised June 2016 O Z U W DEPARTMENT OF W ¢ Z Z W DEPARTMENT OF DEPARTMENT OF Z Cl)W 9 W , ECOLOGY ECOLOGY ECOLOGY ¢ MM Revised June 2018 Revised June 2016 O> Q 2 o v State of Washington State of Washington State of Washington } W — N o1 j Q W r N > 0 O H O E ¢ 0n 'D U) CIDN B B 0 0 M O Z O U K r i z o o m m 4 N W F Q N ¢ W E n LL o W X � Q Y Q PROJECT NO.: 1008707 CITY OF ARLINGTON CAD DWG.FILE: 20230200-MD.dwg 0 CONSTRUCTION DRAWING REVIEW ACKNOWLEDGEMENT DRAWN BY: BL CHECKED BY: NH A THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE A SHEET TITLE MD1 o CONDITIONS ON THE TITLE SHEET. City of Arlington MISCELLANEOUS BY: Building Department DETAILS DEVELOPMENT SERVICES MANAGER APPROVED NAVD88 Kevin Olander- 10/06/2025 DATE: THIS APPROVAL VALID FOR 18 MONTHS No changes authorized unless approved by / the Building Official Know what's below. DATUM Call before you dig. SHEET 9 OF 24 5 4 3 2 1 5 4 3 2 1 Joints in geotextile fabric shall be AM E R E SCO 4 spliced at posts.Use staples,wire rings Green.clean.Sustainable or equivalent to attach fabric to posts 520 W.SUMMIT HILL DR,STE 401 KNOXVILLE,TN 37902 2"x2"by 14 Ga.wire or equivalent, if standard strength fabric used CONSULTANTS lk �) PERTEET 2707 COLBY AVENUE,SUITE 900 EVERETT,WA 98201 D425.252.77001800.615.9900 D PRO K �, `E OF WASy U z z C -- TT-------- TF Surface area determined 4'Min. I I I at top of weir 51 8 a �� Minimum 6'max I 1'Min. Overflow 01sTe \� 4"x4"trench I _ i_ 1'Min NNqL ENG u 9/10/25 Post spacing may be increased G ' 1'Min. to 8'if wire backing is used 2"x2"wood posts,steel 3.5-5 (n fence posts,or equivalent ! Flat Bottom 1.5'Min. LLu 3/4"-1.5" m Washed gravel Discharge to 3 N 2"x2"by 14 Ga.wire or equivalent, Note:Trap may be formed by berm or by Geotextile stabilized N if standard strength fabric used partial or complete excavation. conveyance, � 9 p 2"-4"Rock outlet,or level N cr (-) 00 spreader Q LU J LU 0-) \� Rip Rap z J Z Q / Geotextile fabric W LLi LLI \\�/\ 2'min z Q Q z O Q p Backfill trench with /\ U z I.— � z native soil or Y4"- // = J (n 1.5"washed gravel \�12"min\\j\\j\\/`` J Minimum \/%�//VA��/ Q 0 4"x4"trench 0 2 2"x2"wood posts,steel O fence posts,or equivalent NOT TO SCALE NOT TO SCALE (/) llll�� r1� z Q O w 3: Silt Fence Cross Section of Sediment Trap Z 0 W % � o Vow al c W DEPARTMENT OF DEPARTMENT OF O Q Z w W ECOLOGY ECOLOGY ZZWCcW Q State of Washington Revised July 2017 State of Washington Revised June 2016 Or MM W Q p V j 9 Q W r N � > (n O H O E Z:) QU) � 5 W N ,n W < W V B B 0 0 M O Z 0 U K r i z 0 C G z o m m 4 N W F Q N ¢ W E N LL O o W X � Q Y Q PROJECT NO.: 1008707 CITY OF ARLINGTON CAD DWG.FILE: 20230200—MD.dw9 0 CONSTRUCTION DRAWING REVIEW ACKNOWLEDGEMENT DRAWN BY: BL CHECKED BY: NH A THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE SHEET TITLE MD1 A o CONDITIONS ON THE TITLE SHEET. City Of Arlington Building Department MISCELLANEOUS BY: APPROVED DETAILS DEVELOPMENT SERVICES MANAGER Kevin Olander- 10/06/2025 NAVD88 0 1 DATE: THIS APPROVAL VALID FOR 18 MONTHS No changes authorized unless approved by o the Building Official Know what's below. DATUM Call before you dig. SHEET 9 OF 24 5 4 3 2 1 5 4 3 2 1 SEC. 22, T. 31 N, R. 5 E, W.M. AMERESCO A Green.Clean.Sustainable 520 W.SUMMIT HILL DR,STE 401 KNOXVILLE,TN 37902 CONSULTANTS �) PERTEET 2707 COLBV AVENUE,SUITE 900 EVERETT WA 98201 D425.252.77001800.615.9900 D MANHOLE FOR CONDUIT CONNECTION. TO BE LOCATED SCALE EEO ROA e IN THE FIELD AT THE END OF THE CROSSWINDS CONDUIT 20 0 20 40 zC LOCATION. FEET 51 8 4 GROUND GRID NNAL ENG 9/10/25 r— -- --- ----- ------- ------- ---- — --- — -- -- — _ r --x�x--- 3.00' � 6.50' x— ;x� (TYP.) LU 34.80' — — — — — — — — - 15.00 — — — — ' ------- — ------- �- W (TYP.) _6.50' m (TYP.) PERIMETER FENCE CM ❑ I (SEE FENCING PLAN CV 5.42' ❑ 3.00, SHEETS FP1-FP6 L 00 i23.42' 6.00' .) (TYP.) -II I FOR DETAILS) WQ ZCO�-) _ .50' CwJ F (TYP.)- — _ - - -(TYP. 15.00' .50' 8.00' o zJZ Q (TYP. CD W W STATION SERVICE ° W TRANSFORMER Z Q3.00' TYP.) 15.00 6 Cz I POWER 6.00' 15.00' I I Q CONTROL(TYP.)_ - - - - - — (TYP.) — — — — — — — — — — — — 7.00' RELOCATED OZ � M 4000' 60.00' HOUSE = Cp Z 28.00' HYDRANT ( � J ❑ 3.00' Ir (TYP.) O Q g 13.67' - — — — 25.00' I- 2 — -20.00'- 15.00' FIRE COMMAND CENTER 25.00'M I Q i I (TYP.) (TYP.)- — (TYP.) — — L . . — . . El (BY OTHERS) 0 I I 3.00' BATTERY (TYP.) i MAINTENANCE AREA I O < - - - - - Ld ¢ > F FUTURE DEVELOPMENT 8.00' 20.00' 12.00' CEO Z QOILU 36.35' 12.00' (TYP.) 20.00' (TYP.) I w ¢ Z Z Lu i (TYP.) (TYP.) (TYP.) I Z U 9 w w rn x—x—x—x—x—x—x—x—x—x—x —x—x—x—x—x—x— ¢ H ¢ 0 0 GATE (SEE FENCING x—x—x—x x—x—x—x—x—x—x—x—x—x—x—x—x—x—x—x— O w ¢ N o) x—x—x—x—x—x GATE (SEE FENCING o U w r N N PLAN SHEETS — — ---___ x—x—x— w U 3 FP1-FP6 FOR --- PLAN SHEETS FP1-FP6 Ir > U N L N LO FURTHER FOR FURTHER r=n o ¢ CO r=n rn v B INFORMATION) CAMERA CABINET INFORMATION) B 0 (BY OTHERS) M O Z U K r i z 0 C G z o m m 4 N W F Q N ¢ W E N LL O o W X � Q Y Q PROJECT NO.: 1008707 CITY OF ARLINGTON CAD DWG.FILE: 20230200-SS.dwg 0 CONSTRUCTION DRAWING REVIEW ACKNOWLEDGEMENT DRAWN BY: BL CHECKED BY: NH A THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE C E Ss1 A o CONDITIONS ON THE TITLE SHEET. City Of Arlington SHEET Building Department SPACING PLAN BY: APPROVED DEVELOPMENT SERVICES MANAGER Kevin Olander- 10/06/2025 NAVD88 o No changes authorized unless approved by 1/ DATE: THIS APPROVAL VALID FOR 18 MONTHS o the Building Official Know what's below. DATUM Call before you dig. SHEET OF �d 5 4 3 2 1 5 4 3 2 1 SEC. 22, T. 31 N, R. 5 E, W.M. ----------+__=== AMERESCO 4 I Green.Clean.Sustainable 520 W.`\ SUE N 3790MI DR,STE 401 KN XV CONSULTANTS O O + �) PERTEET 0 VII, _134' 36_ AVENUE,SUITE 900 EVERETT,WA 98201 SCALE 425.252.7700 1800.615.9900 D � J 36— 20 0 20 40 PRO K FEET �E�oe w ASy J z 0 __________ 4 (3800 SF) ____________T____________ __ _____-,__ U z C ------ _ -. -_____________ __�_______________- 51 8 EANOUT #1 i �-t3s � -__ -'�'-----------"-- —_ '---------- 'LEANOUT #2 I I ��NAL 9/10/25 EN6 r -------� �— — — _ _ -------------------- ----- -- CLEANOUT #3[ _ _ =_ -- (V� — -- -- -- -- — — — — I �\ I � I - - - - - - - - I I m II � -------- Fl - - _ - - - 3 - -i3g N II + � . n — — — — — — — - - — — — — — — - - - - -----o W rn00 C) W i � J STA 1+35.9 (0.0'RT) I I Z Z Q 0- W -W CB# 99, SOLID LID o I I I ❑ I i - -" >�� W CLEANOUT #4 I I — -- ❑ I I Z Q < Z OQ C z / CLEAN LIT #6 I — —- — — — — — — — — — — — — — S I 1.2 (0.0') 3 — — — — — — — I I I I O R O CDS# 100 Z CLEANOUT #5 CO C0 Z�O!I � cf) 3 � J 5 = I i — — — — — — — — — — — — — — — — I L_ . . p Q Q y, l STA 1+63.4 (0.2'RT) CB# 101 CLEANOUT #81 ❑ I O o � Z \ I 5 CLEANOUT #7 I I �69 CLEANOUT 09 h O — — — — — — — — — — -- — — s` CLEANOUT #10 0 2x00 — — — — — — — — — — — — — — — — — � 6+00� Q CLEANOUT #12 3+00 o CLEANOUT #13 4+00 5+00 — ���5 SD 0 Cos �iA i I ,C OQ Z V _.CLEANOUT #11 5 W � ,y0 cP a' 1 / Z Z W CLEANOUT #14 W Z W CI) 1 5 1 _-- / � W Q � 00 W Q) STA 3+29.4 (0.0') 2 2 5 I I � p 0 � W r N STA 2+27.9 (0.0') CB# 103 STA 4+65.2 (0.8'RT) STA 5+14.7 (3.7'RT) STA 6+02.0 (10.2'RT) Q N Lo B CH# 102 - +_____ CB# 104 CB# 105 CB# 106 I. rn 0 Q rA a7 V / h N o I \ o / I g o __________ — L _ ------------------------------------- O 4 Z K k � I p � p, � T , / I _ _---------------133----733------------------- CONSTRUCTION NOTES: GENERAL NOTES. m LEGEND: INSTALL CATCH BASIN TYPE 1 PER CITY OF ARLINGTON 1. REFER TO SHEET NT2 FOR THE OF CITY OF ARLINGTON'S City of Arlington Y O STD PLAN SD-020. STORM DRAINAGE NOTES. CATCH BASIN TYPE 1 Building Department OINSTALL CATCH BASIN TYPE 2 PER CITY OF ARLINGTON 2. ALL PROPOSED CATCH BASINS SHALL HAVE VANED GRATES PER APPROVED PROJECT NO.: 1009707 STD PLAN SD-030. CITY OF ARLINGTON STD PLAN SD-070 UNLESS OTHERWISE CATCH BASIN TYPE 2, CDS UNIT CITY OF ARLINGTON O INSTALL CDS UNIT PER DETAIL ON SHEET DD1 WITH NOTED. 0 Kevin Olander- 10/06/2025 CAD DWG.FILE: 20230200-DR.dwg VANED GRATE. DRAWN BY: DL CONSTRUCTION DRAWING REVIEW ACKNOWLEDGEMENT 4 3. STORM SEWER PIPE MATERIAL SHALL BE PER CITY OF —SD—SD— STORM DRAINAGE PIPE No changes authorized unless approved by INSTALL INFILTRATION TRENCH PER DETAIL ON SHEET ARLINGTON DESIGN AND CONSTRUCTION STANDARDS AND CHECKED BY: NH A DD2. SPECIFICATIONS. CONTRACTOR TO SELECT PREFERRED MATERIAL —UD—UD— UNDERDRAIN PIPE the Building Official A THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE FROM THE CITY'S APPROVED LIST UNLESS A SPECIFIC MATERIAL SHEET TITLE DR7 CONDITIONS ON THE TITLE SHEET. 5O INSTALL DUCTILE IRON STORM SEWER PIPE. IS SPECIFIED. o -—————- INFILTRATION TRENCH BOUNDARY 4. ALL UNDERDRAIN PIPE SHALL BE 6" DIAM. AND INSTALLED PER DRAINAGE PLAN o BY: WSDOT STANDARD SPEC SECTION 7-01.3(2). CLEANOUTS SHALL • CLEANOUT a BE INSTALLED PER DETAIL ON SHEET DD1. DEVELOPMENT SERVICES MANAGER NAVD88 0 5. RECTANGULAR SOLID LOCKING LIDS, WHERE APPLICABLE SHALL 1 BE PER CITY OF ARLINGTON STD PLAN SD-080. DATE: THIS APPROVAL VALID FOR 18 MONTHS Know what's below. DATUM Call before you dig. SHEET 12 OF 24 5 4 3 2 1 5 4 3 2 1 AMERESCO A Green.Clean.Sustainable 520 W.SUMMIT HILL DR,STE 401 KNOXVILLE,TN 37902 150 150 CONSULTANTS STA 1+40.32 (0.02 RT) STA 4+65.25 (0.85' RT) STA s+14.73 (3.65' RT) p E RTE E T GE:133.81 GE:138.59 GE:138.58 IE:132.81 (W) IE:133.06 (W) 145 2707 COLeV AVENUE,SUITE 900 99. T1+ . SOLID LID IE:131.21 (S) EXISTING GRADE IE:132.81 (E) IE:133.06 (E) EVERETT,WA 98201 14 STA 1+35.74 (0.00' ) E:131.21 (N) AT CL OF PIPE azs.zsz.noo 1800.615.9900 D GE:133.86 CB#106, TYPE 1 D IE:131.18 (S) PROPOSED STA 6+02.01 IE:131.18 N CB 103 TYPE 1 GRADE AT CL OF (1GE:3557 IIE:13118 (E) STA 3+29.39 (0.00' ) IE:133.50 (W) CB 101 TYPE 1 PIPE IE:131.18 (E) GE:136.51 140 WA ti G 14 STA 1+63.30 (0.00' ) =34. 00' ) IE:132.13 (W) GE:134.10 IE:132.13 (E) IE:131.32 (SE)IE:131.32 (N)135 -------------- -- 135 a1STE��°�� -- - 136LF 12" sD 00.507 50 12" sD ® so% �NNq� ENG 101 LF 12" IP ®0.5O% 5 130 130 U) w 12023LF 12" DIP 00.50% 61LF 12" DIP 00.50% 125 125 � >- cV sLF 1 z" sD ®o.so% Lo G N cal rr U 00 Lu 0-)120 120 � Z LU J Z Q LL1 LLI LLI z0QQZ C ::D O E O O OC O UZ1-2Q0Z 150 150 150 150 150 150 U=) Cc J Q PROPOSED O Q o GRADE AT CL OF = " 145 PIPE 145 145 145 145 PROPOSED 145 O M CLEANOUT #1 CLEANOUT #2 GRADE AT CL OF CLEANOUT #8 z STA 0+65.00 (7.32' LT) PIPE U) STA 0+65.01 (0.00' ) GE:134.74 EXISTING GRADE STA 1+66.21 (10.50' EXISTING GRADE CLEANOUT #3 AT CL OF PIPE GE:134.34 GE:134.60 AT CL OF PIPE IE:131.18 (E) STA 0+64.99 (14.64' LT) IE:131.18 (N) IE:131.18 (E) IE:131.18 (S) 140 140 GE:134.93 `+v a 140 IE:131.18 (S) 1 40 140 IE:131.18 (W) IE:131.18 (S) 0 LLI < EXISTING GRADE CB#99 AT CL OF PIPE IE:131.18 (W) Q " # PROPOSED GRADE AT CL OF HORIZONTAL SCALE U o W cos 100 135 PIPE-- 135 135 - 135 20 0 20 a 135 135 oQZWW ---- ----- ap z z w DC w MM 71LF 6" LID 00. 0% 1 O 71L 6" UD 00. 0% 1 71LF LID 00.0 % FEET 0 < < v 130 130 130 130 130 130 > o p W r 10 3 VERTICAL SCALE Cc rn N H N LO E 25LF 6" UD ®0.00% Q (n CO =) 00 CV B SLF 12" SD 00.50% CLEANOUT #5 rn o Q T U) 0) 125 125 25 STA 1+35.75 (7.24' 00 125 25 CLEANOUT #6 125 s o 5 10 B STA 1+35.75 (14.48' LT) FEET o IE:131.18 (W) GE:134.32 IE:131.18 (N) IE:131.18 (W) IE:131.18 (E) IE:131.18 (N) N 120 20 I11:131.18 (S) IE:131.18 (S) 0 20 120 120 120 r i 0 z o C G z 0 m m 4 N W F Q N ¢ W E N LL O o W X � Q Y Q PROJECT NO.: 1008707 0 CITY OF ARLINGTON CAD DWG.FILE: 20230200-DP.dwg DRAWN BY: CONSTRUCTION DRAWING REVIEW ACKNOWLEDGEMENT CHECKED BY: NH A THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE SHEET TITLE DPI A o CONDITIONS ON THE TITLE SHEET. City of Arlingtonju DRAINAGE PROFILE BY. Building Department DEVELOPMENT SERVICES MANAGER APPROVED NAVD88 Kevin Olander- 10/06/2025 DATE: THIS APPROVAL VALID FOR 18 MONTHS No changes authorized unless approved by the Building Official Know whars below. DATUM Call before you dig. SHEET 13 OF 24 5 4 3 2 1 5 4 3 2 1 AMERESCO A Green.Clean.Sustainable CAST IRON 520 W.SUMMIT HILL DR,STE 401 LOCKING RING KNOXVILLE,TN 37902 AND COVER CONSULTANTS CEMENT CONIC\t 30" SQ CENTER OF CDs STRUCTURE,SCREEN AND CLASS 4000 FIBERGLASS SEPARATION SUMP OPENING HMA ROADWAY OR CYLINDER AND INLET P GRAVEL SURFACE �) PERTEET 2707 COLBY AVENUE,SUITE 900 /I�\\ EVERETT,WA 98201 D — ——— C-4 " o 0 0 425.252.7700 1800.615.9900 D — F1% O I�~ PR K — 16 6„ CAP p' SLEEVE 1l I__I I QQ ° i TOP SLAB ACCESS 20' U z c (SEE FRAME AND COVER FIBER51 DETAIL) JOINT 14" CAST IRON 3isTe�`�°��`` Fj PACKING LOCKING RING AL PVC ENG PVC HYDRAULIC SHEAR 48"[12191 I.D.MANHOLE AND COVER 9/10/25 PLATE STRUCTURE NOTES: 1.CLEANOUT, PIPE, AND FITTINGS SHALL BE THE 0 SAME MATERIAL AS THE UNDERDRAIN. W SITE SPECIFIC 2.A SANITARY TEE, SWEEP, OR STRAIGHT TEE IS m PLAN VIEW B-B UNDERDRAIN NOT ACCEPTABLE. N.T.S. DATA REQUIREMENTS PIPE 3 M ELEVATION VIEW :E N STRUCTUREID CDS#100 L N WATER QUALITY FLOW RATE(CFS OR Us) 0.152 CV 00 U CONTRACTOR TO GROUT PEAK FLOW RATE(CFS OR Vs) 1.717 C LEAN O UT DETAIL C) J wrn TO FINISHED GRADE RETURN PERIOD OF PEAK FLOW(YRS) 100 ::DZ Z J Z GRADE �/ �j„ SCREEN APERTURE(2400 OR 4700) N.T.S. RINGS/RISERS ��� LLJ LL LU PIPE DATA I.E. MATERIAL DIAMETER ,R o INLET PIPE 1 131.21 TBD 12" Z v Q Z FIBERGLASS SEPARATION Z O Q O C E CYLINDER AND INLET OUTLET PIPE 131.21 TBD 12" z RIM ELEVATION 133.81 O /IS O Ir I— ANTI-FLOTATION BALLAST U Z CMO '^ J III N NOTES/SPECIAL REQUIREMENTS: (n vJ J B INLET PIPE OUTLET PIPE B RECTANGULAR VANED GRATE PER CITY OF ARLINGTON LL STD PLAN SD-070. Q S O d --- --_ --- _ o � O -- -- C/) PERMANENTPOOL GENERAL NOTES ELEV. 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. O Q 2. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS,PLEASE CONTACT YOUR CONTECH LLl � OIL BAFFLE SKIRT Q ° F ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.contechES.com 2 3. CDS WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS O Z Cc 0 z Lu W i SEPARATION N DRAWING. LL ¢ — Z W SCREEN 4. STRUCTURE SHALL MEET AASHTO HS20 AND CASTINGS SHALL MEET HS20(AASHTO M 306)LOAD RATING,ASSUMING Z Z W oC w rn PVC HYDRAULIC GROUNDWATER ELEVATION AT,OR BELOW,THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM p < � < o a SHEAR PLATE ACTUAL GROUNDWATER ELEVATION. w w U N o1 5. PVC HYDRAULIC SHEAR PLATE IS PLACED ON SHELF AT BOTTOM OF SCREEN CYLINDER. REMOVE AND REPLACE AS > > O o H E; N E NECESSARY DURING MAINTENANCE CLEANING. E) o a t rn v B SOLIDS STORAGE SUMP ELEVATION A-A INSTALLATION NOTES N.T.S. A. ANY SUB-BASE,BACKFILL DEPTH,AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CDS MANHOLE Z STRUCTURE(LIFTING CLUTCHES PROVIDED). C. CONTRACTOR TO ADD JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS,AND ASSEMBLE STRUCTURE. D. CONTRACTOR TO PROVIDE,INSTALL,AND GROUT PIPES. MATCH PIPE INVERTS WITH ELEVATIONS SHOWN. Z E. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT,HOLDING WATER TO FLOWLINE INVERT C G Z MINIMUM. IT IS SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED. o N CDS PRETREATMENT UNIT W N y 2 � NTS N LL o w X � Q Y Q PROJECT NO.: 1008707 CITY OF ARLINGTON CAD DWG.FILE: 20230200—DD.dwg 0 CONSTRUCTION DRAWING REVIEW ACKNOWLEDGEMENT DRAWN BY: BL CHECKED BY: NH A THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE SHEET TITLE DD1 A o CONDITIONS ON THE TITLE SHEET. City of Arlington Building Department DRAINAGE DETAILS BY: APPROVED DEVELOPMENT SERVICES MANAGER Kevin Olander- 10/06/2025 NAVD88 o No changes authorized unless approved by 1/ DATE: THIS APPROVAL VALID FOR 18 MONTHS U the Building Official Know what's below. DATUM Call before you dig. SHEET 14 OF 24 5 4 3 2 1 5 4 2 1 5.25' 7.25' 7.25' 5' 4" ASPHALT SUBSTATION GRAVEL SURFACING ON SITE AMERESCO 4 Green.Clean.Sustainable r Q 4" CSBC a 520 W.SUMMIT HILL DR,STE 401 a KNOXVILLE,TN 3790E a � a Q 0 Q Q 0 Q 0 CONSULTANTS 5 MPORTED BACKFILL, DEPTH VARIES 6" TEE CONSTRUCTION -MAH00 Q GEOTEXTILE FOR IIIIIIIIIIIIIIIIII MAHE —III �) PERTEET SEPARATION EVER COLWY AVENUE,SUITE 900 EVERETT WA 98201 D GRAVEL BACKFILL FOR DRAINS O O O O O O O O O 425.252.77001800.615.990E D � Q Qo0 Qo Qo0 Q Qo0 � � � � � 000000000000000000E �` °` 0 U zC 6" TEE � Q00 Q0 Q00 Q0 Q0 O O O O O O 0.5' ��NA� ENG Q0o 0000o QO�O�� 9/10/25 00 Q QO QO QO QO QO 0 6" CROSS 0 0 w Q 0 0 0 0 E 00 0 0 0000000E O 120 M A 71, 0o QO0 QO QO0 QO QO0 n INVERT EL: 131.18 cL N /1 SECTION A—A 6" UNDERDRAIN PIPE, r1� C� 00 N.T.S. TYP. THROUGHOUT cV U SEE BELOW TRENCH AS SHOWN LU —j LJJ 0) p Q QOO QO QOO QO QOO LEFT FOR PIPE 6" CROSS U }CUT MA—TONE 6" CROSS w LU ; �1 w 00 QZ C o Q QO0 QO QO0 QO QO0 6" CROSS v �` 6„ TEE : O L z 6„ CROSS In QO0 QO0 QO0 QO Z O� C� O Q OJ � coZ 0 Qo0 Qo Qo0 Qo Q 0 0 0 0 0 12" INLET PIPE 0 0 0 0 00 0ILL j Q QO QO QO 6" CROSS Q00 Q00 QO Q00 QO 0 0 0 0 0 E 00Q� Qo Qo0 Qo Qo0 Qo Qo0 Qo0 Qo0 Qo Qo0 Qo 0 0 0 0 E 0 2Lu 000 000 � o Lu Lu 00 Qo Qo0 Qo Qo0 Qo Qo Qo Qo Qo ZQZW 6" TEE O ¢ H Q o 0 QO Q QO Qo0 QO QO0 25 CLEANOUT, TYP., QO QO QO QO QO it > o H o N 00 (o PER DETAIL DD1 00 00 00 QO 31' aj 0 ¢ CO cp CID v B O O j 0 B Qo0 Qo0 Q Q 0 Q Q 0 Qo0 Qo0 Qo Qo0 Qo 000 000 000Qo of Qo Qo0 Q 0 Qo0 Qo Q Qo0 Qo0 Qo Qo0 Qo U a Z o� �o� �on �o� QD QD QD QD QD o m N 6" TEE s SEE ABOVE i RIGHT FOR PIPE 0 0 0 O O _ w x CUT MATCHLINE 37 LF UNDERDRAIN BETWEEN THE TWO UNDERDRAIN MANIFOLDS Q O Q O Q Q O Q o Q Y Q CITY OF ARLINGTON 6" CROSS O O O O 4' PROJECT NO.: 1008707 Q 0 0 Q 0 Q CAD DWG.FILE: CONSTRUCTION DRAWING REVIEW ACKNOWLEDGEMENT - w9 DRAWN BY: 0 CHECKED BY. NH A THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE 6" CROSS SHEET TITLE DD2 A N CONDITIONS ON THE TITLE SHEET. City of Arlington DRAINAGE DETAILS BY: 1.75' 10.75' 7.25' 5' Building Department DEVELOPMENT SERVICES MANAGER INFILTRATION TRENCH DETAIL APPROVED NAVD88 DATE: THIS APPROVAL VALID FOR 18 MONTHS N.T.S. Kevin Olander- 10/06/2025 � o No changes authorized unless approved by Q the Building Official Know what'sbelOW. DATUM Call before you dig. SHEET 15 OF 24 5 4 3 1 5 4 3 2 1 SEC. 22, T. 31 N, R. 5 E, W.M. GENERAL NOTES: AMERESCO� Green.Clean.Sustainable 520 W.SUMMIT HILL DR,STE 401 1. ALL SLAB FOUNDATIONS SHALL BE CAST-IN-PLACE CONCRETE. KNoxvILLE,TN 37902 2. ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF CONSULTANTS 4,500 PSI AT 28 DAYS IN ACCORDANCE WITH ASTM C39. 3. ALL REINFORCING SHALL BE DEFORMED NEW BILLET STEEL IN � PERTEET ACCORDANCE WITH ASTM SPECIFICATION A-615. GRADE 60 IS REQUIRED FOR BARS #6 AND LARGER WITH GRADE 40 OR 60 2707 COLBY AVENUE,SUITE 900 FOR BARS #5 AND SMALLER. EVERE71rWA911201 D 4. MINIMUM COVER FOR REINFORCING SHALL BE 3 INCH. 425.252.7700 1800.615.9900D 5. EXPOSED CONCRETE SHALL BE FORMED AND FINISHED. EDGES SCALE �IESLEy SHALL BE CHAMFERED 3/4 INCH. WAS �i P4,OF Ni c(�tc` 6. CONCRETE TO BE PLACED AGAINST UNDISTURBED EARTH '` o UNLESS OTHERWISE APPROVED BY THE ENGINEER OF RECORD. 20 0 20 40 7. TOP SURFACE OF CONCRETE SLABS SHALL BE TRUE PLANES FEET �p 40e65 WITHIN A TOLERANCE OF 1/16 INCH IN 10 FEET. 1 F,f'RFclsreae 8. A LAYER OF ORGANICS IS EXPECTED V-3' BELOW GRADE. 48-102 53'-102' 48'-103"' S��NA� E�6 FOUNDATIONS TO BE OVER EXCAVATED BELOW THIS LAYER 4T2C- 53'-101 AND REPLACED WITH COMPACTED STRUCTURAL FILL. 24-11 26'-114"' 4 , 9. CSBC TO BE COMPACTED TO AT LEAST 95% DENSITY PER ASTM D 1557. LLl 1 I m S4- 47 X54... Nxi XFMRI 3, XFMR FOUNDATION SCHEDULE •'I SLAB r-s- xFMR' (� 00TOP OF CONCRETE BA TERY S AB s Ae V-54'• CVLABEL EQUIPMENT ___ _ S1 BATTERY SLAB C) LLJ JBATTERYSLAB X9 'ELEVATION (FT) -_ SS BATTERY SLABS1 TESTA MEGAPACK 2 XL (1 PER SLAB) 135.86 IT --_-S9 --_ - ----S1,3 BATTER Z J Z Q S2 (FUTURE) TESLA MEGAPACK 2 XL 135.80 ' Ir -- --- } w L LU XFMR S4 (FUTURE) TESLA MEGAPACK 2 XL 135.74 28-74 SXLAAB1 3-74 SLAB 1'-51 XFMR STATION SERVICE- XFMR ~ Z v Q Z Z0Q CS3 (FUTURE) TESLA MEGAPACK 2 XL X6 TRANSFORMER O E BATTERY SLAB SLAB 1 -54 z S5 TESTA MEGAPACK 2 XL (2 PER SLAB) 136.24 S2 BATTERY SLAB BATTERY SLAB X10 I X13 (� --� -- - _S�_-_ S10 BATTERY SLAB BATTERY SLAB O v O � ��rr�� o S6 TESLA MEGAPACK 2 XL (2 PER SLAB) 136.21 - - ----_�_-_ S14 (� (Y� V S7 TESLA MEGAPACK 2 XL (2 PER SLAB) 136.14 I I -5�---- --- = z Q0 Z_ J BATTERY S8 (FUTURE) TESLA MEGAPACK 2 XL 136.37 28-4 XFMR! 5... I XFMR 1 MAINTENANCE � Jm J ER S9 TESLA MEGAPACK 2 XL (2 PER SLAB) 136.64 SLAB I SLAB 1'-54 XFMR 1 BUILDING CONTROL < BATTERY SLAB X3 X7 I SLAB' 1'-5 CONTROL S22 HOUSE O Q o S10 TESLA MEGAPACK 2 XL (2 PER SLAB) 136.65 _ - - S3 BATTERY SLAB BATTERY SLAB X11 I HOUSE o - _ _ _ S7 BATTERY SLAB = S11 TESLA MEGAPACK 2 XL (2 PER SLAB) 136.86 -1 -----1-----_ _ S11 S15 BATTERY SLAB o S12 (FUTURE) TESTA MEGAPACK 2 XL 137.16 I - ------I----- _ -519 - - - - S13 TESLA MEGAPACK 2 XL (2 PER SLAB) 137.03 U) XFMR S14 TESLA MEGAPACK 2 XL (2 PER SLAB) 137.08 28-54 XFMR! 5 SLAB SLAB -54 XFMR I � I i1,_54„ S15 TESLA MEGAPACK 2 XL (2 PER SLAB) 137.57 BATTERY SLAB X4 BATTERY SLAB X12 ______ S4 S8 BATTERY SLAB BATTERY SLAB Q a S16 TESLA MEGAPACK 2 XL (2 PER SLAB) 137.98 --- - --_ S12 BATTERY SLAB -1---- - -r --- ---__ S16 FCC H W S17 TESLA MEGAPACK 2 XL (2 PER SLAB) 137.51 --- _-_ Sz0 CABINET a > H o/ S18 TESLA MEGAPACK 2 XL (2 PER SLAB) 137.98 I S24 Cc 0 (.) 0 W -_-r-_-_- -_- SLAB S19 TESLA MEGAPACK 2 XL (2 PER SLAB) 138.37 I LL Q - W W S20 TESLA MEGAPACK 2 XL (2 PER SLAB) 138.60 I I CAMERA Z Z 0n Fr W O) _ X1 1000kVA PADMOUNT TRANSFORMER 136.00 1 1 CABINET I 0� W Q M X2 (FUTURE) 1000kVA PADMOUNT TRANSFORMER 135.93 5236 O Lu ¢ N Q1 LU v X3 (FUTURE) 1000kVA PADMOUNT TRANSFORMER 135.89 > ; Q o TO N X4 (FUTURE) 1000kVA PADMOUNT TRANSFORMER 135.89 � Q U 5 " LO N B X5 4000kVA PADMOUNT TRANSFORMER 136.44 U) Q T X6 4000kVA PADMOUNT TRANSFORMER 136.37 0 X7 4000kVA PADMOUNT TRANSFORMER 136.36 0 ry XS (FUTURE) 4000kVA PADMOUNT TRANSFORMER 136.68 0 X9 4000kVA PADMOUNT TRANSFORMER 137.28 0 X10 4000kVA PADMOUNT TRANSFORMER 137.52 X11 4000kVA PADMOUNT TRANSFORMER 137.88 o X12 40001,VA PADMOUNT TRANSFORMER 138.26 o a G S21 POWER CONTROL HOUSE 136.66 � C Z E S22 BATTERY MAINTENANCE BUILDING 138.73 0 N a S23 iCAMERA CABINET - 1 137.75 f9 N S24 FIRE COMMAND CENTER (FCC) CABINET 136.38 m LL wo *X13 STATION SERVICE TRANSFORMER N/A j *STATION SERVICE TRANSFORMER TO BE SET ON PRECAST VAULT SUPPLIED u, x BY SNOHOMISH COUNTY PUB a (VAULT, OPEN BOTTOM CONCRETE 1 PADMT XFMR - MID: 766206) Y Q PROJECT NO.: 1008707 CITY OF ARLINGTON CAD DWG.FILE: 20230200-1`1).dwg 0 CONSTRUCTION DRAWING REVIEW ACKNOWLEDGEMENT DRAWN BY: A City of Arlington CHECKED BY: NH THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE Building Department SHEET TITLE FD1 o CONDITIONS ON THE TITLE SHEET. APPROVED FOUNDATION PLAN BY: Kevin Olander- 10/06/2025 DEVELOPMENT SERVICES MANAGER No changes authorized unless approved by NAVD88 o the Building Official 1 DATE: THIS APPROVAL VALID FOR 18 MONTHS Know what's below. DATUM Call before you dig. SHEET 16 OF 24 5 4 3 2 1 5 4 3 2 1 SEC. 22, T. 31 N, R. 5 E, W.M. 3 0.5 AMERESCO A Green.Clean.Sustainable 520 W.SUMMIT HILL DR,STE 401 KNOXVILLE,TN 37902 CONSULTANTS A �) PERTEET 2707 COLBY AVENUE,SUITE 900 EVERETT WA 98201 D425.252.77001800.615.9900 D 3" MAX. REVEAL �ESLEy (20) #6 BARS (EACH LAYER) 3" MIN. COVER (TYP) woe WASN��c�� SPACED EVENLY (9.5" O.C.) o FINISHED GRADE 40885 -—-— - - - - - - - - - - - - - - - - - - 202" GISTFF�SNNAt SE�G� 8" MIN. COVER 00 0 0 0 T O T 0 0 0 0 O O O O a 7" MIN., II 10" MAX. 21 I II I II 111111111=III 000 OO 000 (� 000000 CID � � cY, I_I 3" MIN. COVER I_I N IIIIII _ _ IIIIII ow � wrn I_I I_I I_I I_I I_I I_I I_I I_I I_ I_I I_I I_I I_I I_I I_I I_I I_I I_I I_I I I I_I I z J z Q A III III-1 -1 -1 =1 =1 =1 -1 =1 -1 -1 =1 =1 -1 -1 =1 =1 =1 =1 =1 II II II II } LU Ili> z 8" 12" z O Q a 0 C z BATTERY SLAB —S1—S20 — PLAN FIRM NATIVE SOIL OR CSBC SECTION A—A N.T.S. COMPACTED STRUCTURAL FILL N.T.S. O V O I ~ zCf) (/) J O Q Q o M O O Z (14) #6 BARS (EACH LAYER) (10) #6 BARS (EACH LAYER) SPACED EVENLY (9.25" O.C.) SPACED EVENLY (8.75" O.C.) 148" Z a 22" O Q N 3" MAX. REVEAL < LLJ Q � F OC � V0W a #6 BARS 0 Q Z LLI W FINISHED GRADE 3" MIN. COVER (TYP) Cc Q W Cc W 0 O � Q � 0 � > N 8" MIN. COVER Q7 > 0 0 > Lu N 3 —_ - - _— 139" a � n/ 4 a � � On N ~ Nln -- - - - - - - -- 93" 4a.. (n Q Cn 00 V B �_ 7" MIN., HTf 21' B 10" MAX.PRIMARY CONDUIT WINDOW PRIMARY CONDUIT WINDOW 0 9.75" 19 75 III IIIIII 3" MIN. COVER Z — g v U '0 50" 32.75" 7.25" 7.75" k I—III—III—III—III—III—III III—III III—III I I I g g g g III III=III=III III=III=1 1=III=III=III III m o p N u d o 8" E FIRM NATIVE SOIL OR CSBC COMPACTED STRUCTURAL FILL 4000kVA XFMR SLAB — X5—X12 — PLAN SECTION B—B w 1000kVA XFMR SLAB — X1—X4 — PLAN N.T.S. N.T.S. m N.T.S. Y Q PROJECT NO.: 1008707 0 CITY OF ARLINGTON CAD DWG.FILE: 20230200-FD.dw9 CONSTRUCTION DRAWING REVIEW ACKNOWLEDGEMENT DRAWN BY: DL A o City of Arlington CHECKED BY: NH THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE Building Department SHEET TITLE FD2 N CONDITIONS ON THE TITLE SHEET. APPROVED BY: Kevin Olander- 10/06/2025 , FOUNDATION PLAN DEVELOPMENT SERVICES MANAGER No changes authorized unless approved by NAVD88 o the Building Official o DATE: THIS APPROVAL VALID FOR 18 MONTHS Know what's below. DATUM Call before you dig. SHEET 17 OF 24 5 4 3 2 1 5 4 3 2 1 SEC. 22, T. 31 N, R. 5 E, W.M. 28 G AMERESCO A Green.Clean.Sustainable 520 W.SUMMIT HILL DR,STE 401 KNOXVILLE,TN 37902 PRIMARY CONDUIT WINDOW 2'-11 3/4" (18) #6 BARS (EACH LAYER) 3' MAX. REVEAL CONSULTANTS A SPACED EVENLY (9.25" O.C.) 15'-0" 4 3" MIN. COVER (TYP) 7 2 �) PERTEET FINISHED GRADE 2707 COLBY AVENUE,SUITE 900 EVERETT,WA 98201 D E425.252.77001800.615.9900 D 8" MIN. COVER 000T0000T0000000C "EWAS~ � of cF� a ° 7" MIN., 21.. o 0" MAX. III—I 000C� 000000 (Ib000000 III—II �oFRFG4088 1Ea���� III— 3" MIN. COVER III— ��NAL E� III _ IIIIII _ _ IIEl IIII c�r� =1 1ll=III Ell IIIll=IIIll=IIIll=IIIll=IIIll=IIII=IIIll=IIIll=IIIll=III=ll III=III=III III=III=III=III III=III III mIII1 1 1 1 1 1 - 1 1=1 1=1I1=1 1=1I1=1 1=1 1=1 1=1 1=1 1=1 1=1I I IIIco II N FIRM RMSTRTIVE OILFOR CSBC SECTION A—A CV U 00 COMPACTED N.T.S. � LU J LU A } w LU z z0Qa0 C z POWER CONTROL HOUSE SLAB — S21 — PLAN (2) #6 BARS (EACH LAYER) 3'-4" N.T.S. SPACED EVENLY (10.5" O.C.) (-5 Ir z 0 M A 4,25" = J CO C9 Z d 40'_0„ 3.25" O Q Q i 0 M O i (10) #6 BARS (EACH LAYER) - - - - - - - - - - 1'-0"— 1'-8" z A SPACED EVENLY (9.25" O.C.) W < A a > � CONDUIT WINDOW C 0 Coso H Vw LL w W CAMERA CABINET SLAB — S23 — PLAN Z w FCc w N.T.S. O � ~ a rW ¢ o N Q1 LU > 0 O W N _—_— —_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ g'_0" > Q Cn ONO N n (n � Qrrn � V B B 0 4'-4" 0 M O A Z 6 (3) #6 BARS (EACH LAYER) o SPACED EVENLY (7.5" O.C.) Z Q 0 a G U � Z 6" ¢p s m O A o N y w F ¢ 2._0.. y ¢ w E rn LL o x BATTERY MAINTENANCE BUILDING SLAB — S22 — PLAN N.T.S. A CONDUIT WINDOW Y Q FIRE COMMAND CENTER (FCC) SLAB — S24 — PLAN PROJECT NO.: 1008707 CITY OF ARLINGTON N.T.S. CAD DWG.FILE: 20230200-FD.d-9 CONSTRUCTION DRAWING REVIEW ACKNOWLEDGEMENT DRAWN BY: CHECKED BY: NH A THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE SHEET TITLE FD2 A o CONDITIONS ON THE TITLE SHEET. City of Arlington Building Department FOUNDATION PLAN BY: APPROVED DEVELOPMENT SERVICES MANAGER Kevin Olander- 10/06/2025 NAVD88 o ju- theDATE: THIS APPROVAL VALID FOR 18 MONTHS No changes authorized unless approved by Building Official Know what's below. DATUM Call before you dig. SHEET 18 OF 24 5 4 3 2 1 5 4 3 2 1 SEC. 22, T. 31 N, R. 5 E, W.M. AMERESCO A Green.Clean.Sustainable 520 W.SUMMIT HILL DR,STE 401 KNOXVILLE,TN 37902 CONSULTANTS ❑ PERTEET 2707 COLBY AVENUE,SUITE 900 EVERETT WA 98201 D425.252.77001800.615.9900 D SCALE �ESLEy WAs/y7�C�� A 404.9'8.9' 20 0 20 40 ~ ° FEET 40885 �OFF�RFGISTS 392.0' SNNAt ECG ❑GROUND GRID BOUNDARY 7.6' t- �-�--e-x--B-x--a-- —�x--e— 3.0' LLI 4' PEDESTRIAN GATE (SEE SHEET 24) 3-1/2" OD LINE POST (TYP.) '�5.2' N ❑ ❑ Lo N ❑ 3-1/2" OD PEDESTRIAN GATE POST (TYP.) CV 00 Uwrn � Z J Z Q 88.0' 4' PEDESTRIAN GATE (SEE SHEET 24) LU �LU i ❑ > ❑ ❑ O l 64.0' = 0 Q o 0 C z D (4) 6x6x3/16" HSS CANTILEVER GATE POSTS I O 0 I I (TYR) U M C31 149.4' Z '^ 20 Z vJ a 146.8' O Q Q 0 SHEET 23)30' CANTILEVER GATE (SEE _ M ❑ o 48 ® i ❑ 43.2' ' CANTILEVER GATE (SEE SHEET 22) `o I (1) 6x6x3/16" HSS CANTILEVER GATE POSTS z Q I 69.2' I (NP) p i 4" OD CORNER POST (TYP.) 2 Q 0 5.3' I U 0 W ACCESS ROAD 4' PEDESTRIAN GATE (SEE SHEET 24) + O Q Z Z W i + Z Z LU W Cr)x-�x�xa—xa—x}— 11 O Ij Q < p 5.3' - - _ _ - -�x-�x—ax—ax—G-x�X--EX X�-X�-X,�- 4.5' N Q) i_x!x�x�x�—x�—x�x�� > 0 L) W N 3 � Q W N E On 'D � ry SITE BOUNDARY U) 0 Q r Cn 07 V B 392.0' 3.0, 0 0 n 5.1 0 5.1' Z C 406.2' 0 U K r i z 0 ¢ G FENCE NOTES: NOTE: POST WIDTH AND o m N DIAMETER NOT TO SCALE o V, r ❑A INSTALL (49) 8'W X 7'H PANELS, 8' OC SPACING (392') INSTALL (1) 8'-11"W X 7'H PANEL, 8.9 OC SPACING (8.9') m LL o USE (1) 10'W X 7'H PANEL AND CUT AS NEEDED INSTALL (1) PEDESTRIAN GATE (4') w X ❑ Q B INSTALL (8) 8'W X 7'H PANELS, 8' OC SPACING (64') INSTALL (1) 5'-3"W X 7'H PANELS, 5.2' OC SPACING (5.2') USE (1) 8'W X 7'H PANELS AND CUT AS NEEDED INSTALL (1) 4'-6"W X 7'H PANEL, 4.5 OC SPACING (4.5') Y USE (1) 8'W X 7'H PANEL AND CUT AS NEEDED INSTALL (1) PEDESTRIAN GATE (4') INSTALL (1) CANTILEVER GATE W/ 48' OPENING (69.2') PROJECT NO.: 1008707 CITY OF ARLINGTON CAD DWG.FILE: 20230200-1`P.dwg E ❑C INSTALL (49) 8'W X 7'H PANELS, 8' OC SPACING (392') Lilt of Arlington DRAWN BY: BZ CONSTRUCTION DRAWING REVIEW ACKNOWLEDGEMENT NSTALL (2) 5'-2"W X 7'H PANELS, 5.1' OC SPACING (10.2') y g USE (2) 8'W X 7'H PANELS AND CUT AS NEEDED Building Department CHECKED BY: PWR A A THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE INSTALL (1) PEDESTRIAN GATE (4') APPROVED SHEET TITLE FPi o CONDITIONS ON THE TITLE SHEET. ❑INSTALL (11) 8'W X 7'H PANELS, 8' OC SPACING (88') Kevin Olander- 10/06/2025 FENCING PLAN o BY INSTALL (1) 7'-7"W X 7'H PANEL, 7.6 OC SPACING (7.6') No changes authorized unless approved by USE (1) 8'W X 7'H PANEL AND CUT AS NEEDED the authorized BuildingOfficial DEVELOPMENT SERVICES MANAGER INSTALL (2) 5'-6"W X 7'H PANELS, 5.5 OC SPACING (11') NAVD88 , USE (2) 8'W X 7'H PANELS AND CUT AS NEEDED 1 o INSTALL (1) CANTILEVER GATE W/ 30' OPENING (43.2) DATE: THIS APPROVAL VALID FOR 18 MONTHS Know what's below. DATUM Call before you dig. SHEET 19 OF 24 5 4 3 2 1 5 4 3 2 1 SEC. 22, T. 31 N, R. 5 E, W.M. TYPICAL CORNER POST — PLAN AMERESCO Green.Clean.Sustainable 520 W.SUMMIT HILL DR,STE 401 1. INFINIRAIL SCALE: NONE KNOXVILLE,TN 37902 2. FASTENERS (APPROX. EVERY 16" ON INFINIRAIL) CHAMELEON CONSULTANTS 3. SPLICE PLATE (5" WIDTH) CHAMELEON COVER PLATE--� BRACKET �) PERTEET 4. 6300 BLACK SERIES MESH - SHOWN (8' X 7' PANEL) OOOOOO INFINIRAIL 5. CHAMELEON BRACKET OOOOOOOOOOOO 2707 COLBY AVENUE,SUITE 900 EVERETT,WA D 6. BARBED WIRE TOPPER 18201 D 425.252.7700 1800.615.9900 7. LINE POST „ ,6 CHAMELEON" OD �E WAS 8. CORNER POST 6300 BLACK SERIES MESH 4 �h of SCALE: NONE STRAP o fRFOosrEaE��C�� MESH-------- SONAR SCH. 40 PIPE 8'-011 Cf 6 NOTE: CHAMELEON LU m 1-2 ' 45°' BRACKETS MAY BE co FLIPPED OVER TO KEEP > N 611 INFINIRAILS PARALLEL. N U 00 0000 0000000 o W J w rn 2 � Z JZ Q LU LU i } z Lug z Q C ::D 00 31-01, U O Ir o � z � Q0Z 5 4 Q Q a O 0 0OUTSIDE 71-211 71—OII o000000 0000000 0o O M O Z 3 � � c z n 0 Q w3: N 3'-011 Q > l— 0 o� oVoCosw Qzzw °C / ZWc6E >W TYPICAL FENCE PROFILE °C a H Q o 0 11 SCALE: NONE Cq UJ O o �_ oLO 6" �2 ZD U) � � 0oN n U) � < U) 0) B o ° 7 ° 0 N GROUND LINE P-x / 8 Z 0 T-1/2" OD POSTS (TYP) o 5'-0"(TYP) ° ° ° 5'-0"(TYP) ° 4" OD POSTS (TYP) U Z K 0 m m NOTE: POST SPACING VARIES (SEE SHEET 19) g N F N LL O E 81-011 CJ o TYPICAL FENCE ELEVATION — OUTSIDE VIEW (TYP) (TYP) SCALE: NONE a s PROJECT NO.: 1008707 CITY OF ARLINGTON CAD DWG.FILE: 20230200-1`P.dwg 0 CONSTRUCTION DRAWING REVIEW ACKNOWLEDGEMENT DRAWN BY: BZ CHECKED BY: PWR A THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE SHEET TITLE FP2 A o CONDITIONS ON THE TITLE SHEET. City Of Arlington Building Department FENCING PLAN BY: APPROVED DEVELOPMENT SERVICES MANAGER Kevin Olander- 10/06/2025 NAVD88 o No changes authorized unless approved by 1/ DATE: THIS APPROVAL VALID FOR 18 MONTHS o the Building Official Know what's below. DATUM Call before you dig. SHEET 20 OF 24 5 4 3 2 1 5 3 2 1 SEC. 22, T. 31 N, R. 5 E, W.M. AMERESCO A Green.Clean.Sustainable 520 W.SUMMIT HILL DR,STE 401 KNOXVILLE,TN 37902 CONSULTANTS �) PERTEET 2707 COLBY AVENUE,SUITE 900 EVERETT WA 98201 D425.252.77001800.615.9900 D �IESLEy °F wasN��c�� h O ATTACK SIDE SECURE SIDE 40885 �OFF�RFGISTS 5/16"CARRIAGE BOLT secuRESIDE ATTACK SIDE SNNgI ROUND WASHER —ROUND POST � SERIES 6300 MESHLU -SHOWN 120 m FLAT WASHER NOTE: BARBED WIRE TOPPER NOT SHOWN � >_ N CHAMELEON BRACKET Lo G CV 5/16"HEX NUT N rr U 00 INFINIRAIL ® C) LU J W � Z J Z Q 0- LU LU LU a CHAMELEON STRAP—. } Z OQ Z C 4 o O 0O 00 Ir UZI.— cMoZ 3 FENCE ASSEMBLY EXPLODED VIEW (ROTATED) cn � SCALE: NONE Q Q a O i o 0 M O s z j SECURE SIDE o ATTACK SIDE << O Q H LL Q > _ POST o 0 ~ Vow II ¢ — Z w INFINIRAIL CHAMELEON STRAP Z Z W oC w rn w rn O > Q 2 o 1 N Q1 Lu > 00 w N j o H o E E) < U) ONON CHAMELEON BRACKET rn p Q r 0) rn B o FASTENER ASSEMBLY B 0 DETAIL A - % ASSEMBLED VIEW o (MESH AND COVER PLATE REMOVED FOR CLARITY) c~ ISOMETRIC VIEW — FOR REFERENCE ONLY N SCALE: NONE o a a ASSEMBLED VIEW C Z SCALE: NONE o N a N W F Q N ¢ W E N LL O W X � Q Y Q PROJECT NO.: 1008707 CITY OF ARLINGTON CAD DWG.FILE: 20230200-FP.dwg E CONSTRUCTION DRAWING REVIEW ACKNOWLEDGEMENT DRAWN BY: BZ CHECKED BY: PWR A THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE City of Arlington SHEET TITLE FP3 o CONDITIONS ON THE TITLE SHEET. Building Department APPROVED FENCING PLAN BY: Kevin Olander- 10/06/2025 DEVELOPMENT SERVICES MANAGER NAVD88 o No changes authorized unless approved by o DATE: THIS APPROVAL VALID FOR 18 MONTHS the Building Official Know what's below. onruM Call before you dig. SHEET 21 OF 24 5 4 3 2 1 3 2 1 SEC. 22, T. 31 N, R. 5 E, W.M. AMERESCO A Green.Clean.Sustainable 520 W.SUMMIT HILL DR,STE 401 KNOXVILLE,TN 37902 2"SQ.ALUMINUM TUBE MICROBOX CONSULTANTS EXTERNAL FRAMEWORK SAFEGLIDE TRACK 69'-2"OVERALL GATE LENGTH INSIDE � PERTEET 2707 COLBY AVENUE,SUITE 900 EVERETT WA 8201 D + 425.252.7700 1800.615.9900 D OUTSIDE FENCE LINE FENCE LINE WAS �EWAS h ° MANUAL VEHICLE CANTILEVER SLIDING GATE W/ 48' OPENING — PLAN SCALE: NONE �p p 40885 FF�S�NAt GISTeE�G� 48'-8"GATE PROPER 20'-6"COUNTER BALANCE U) L LU m V-2" } N Ln N c\I U 00 j% �, � zJ W rn ZQ 6'7" } LLJ LLI ; a Q Z a C ::D 00 Uz M0 2"X 3"ALUMINUM TUBE 1/8"X2"X12"ALUMINUM ANGLE MESH SUPPORTS 2"SQ.ALUMINUM TUBE INTERIOR 6300 MESH 4-10" L5"GRADE _ — ~ c9 Z EXTERNAL FRAME WORK VERTICAL&DIAGONALS (/) J J 5'-0" (TYP) 48'OPENING 19'POST FACE-TO-FACE 6"x6"x3/16"HSS POSTS(TYP) Q a MANUAL VEHICLE OPENING CANTILEVER SLIDING GATE W/ 48' OPENING — ELEVATION 6300 SERIES MESH Q SCALE: NONE 4'9 3/4"(W)X 6-2 3/4"(H)QTY: 10 4'-0" (TYP) �r Z (/) STAINLESS STEEL TAMPER-PROOF p SECURITY FASTENERS Q � Cc 0 00 LU LLQzwILL ® o ZZWLLW rn OWQ < o v MESH PANELS > fn o E � ¢ Cn W � ONON LEADING EDGE MIDDLE BARB COUNTER BALANCE SAFEGLIDE TRACK cn o ¢ r cn v B BARB ARM (1) ARM (6) BARB ARM (1) EXTRUSION & GATE STOP B 0 1/8"X 2"ALUMINUM FLATSTOCK BOLTED OVER MESH INTERIOR VERTICALS& 0 1 2" 1/2"X2"X12" z TYP. MESH SUPPORTS o y U o Z Q O C G ® ® z 9 � � p m m O ® MESH WASHER o PLATE DETAIL LL o = BAFFLE KIT(2) SIDE VIEW SAFEGLIDE ADJUSTABLE GATE SAFEGLIDE HANGER SAFEGLIDE SAFEGLIDE SINGLE n w X CATCH BRACKET (4) TRUCK (4) WHEEL GUIDE (4) m Y Q PROJECT NO.: 1008707 CITY OF ARLINGTON CAD DWG.FILE: 20230200-FP.dwg E CONSTRUCTION DRAWING REVIEW ACKNOWLEDGEMENTBZ DRAWN BY: A 1P City of Arlington CHECKED BY: PWR THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE Building Department SHEET TITLE FP4 o CONDITIONS ON THE TITLE SHEET. APPROVED FENCING PLAN BY: Kevin Olander- 10/06/2025 DEVELOPMENT SERVICES MANAGER No changes authorized unless approved by NAVD88 1 the Building Official o DATE: THIS APPROVAL VALID FOR 18 MONTHS Know what's below. DATUM Call before you dig. SHEET _ OF �d 5 4 3 1 3 1 SEC. 22, T. 31 N, R. 5 E, W.M. 43'-2"OVERALL GATE LENGTH AMEeREStCa0 SAFEGLIDE TRACK 520 W.SUMMIT HILL DR,STE 401 INSIDE KNOXVILLE,TN 37902 V-3" CONSULTANTS FENCE LINE OUTSIDE FENCE LINE � PERTEET 2"X 4"ALUMINUM TUBE EXTERNAL FRAMEWORK 2707 COLEY AVENUE,SUITE 900 MANUAL VEHICLE CANTILEVER SLIDING GATE W/ 48' OPENING — PLAN EVERETTWA98201 DSCALE: NONE 425.252.77001800.615.9900 D 30'-8" GATE PROPER - 12'-6" COUNTER BALANCE - J pEwn a, F O 40885 V-2" ��FfRFG1 E\1 - - - - - - - - - - - - - - - - - - - - - - - - — - - - - — — — - - - - - - - - - - - - S�NA� E�6 U) LU 6300 MESH 120 7' N 6-7" � U N o0 � or) � z _JZQ 0- LLJ LLI LU a Q Z C 4 � � � 0 0 z 2"X 4"ALUMINUM TUBE 1/8"X2"X12"ALUMINUM 2"X 3"ALUMINUM TUBE 2"SQ.ALUMINUM TUBE 5"GRADE Z 0 � EXTERNAL FRAMEWORK ANGLE MESH SUPPORTS INTERIOR VERTICALS 4'-4 INTERIOR DIAGONALS = � Z J 6-0" (TYP) 30' OPENING 11' POST FACE-TO-FACE 6"x6"x3/16" HSS POSTS(TYP) C/) Ir _j a O Q < o `l (TYP) 6300 SERIES MESH 0Z N MANUAL VEHICLE OPENING CANTILEVER SLIDING GATE W/ 30' OPENING — ELEVATION 4'-3 3/4" (W) X 6'-2 3/4" (H) QTY: 7 c/) 1'-3° SCALE: NONE Z s` p Q Q > 3:n F_� � � H o U 0 W a Q Z W W STAINLESS STEEL o > LU Q < o TAMPER-PROOF rLu — LU ® SECURITY FASTENERS > o w N 5 (n o H o B LEADING EDGE MIDDLE BARB COUNTER BALANCE U) a T "' °' B BARB ARM (1) ARM (6) BARB ARM (1) 0 M MESH PANELS Z 0 U 1/8"X 2"ALUMINUM N FLATSTOCK BOLTED $ G Z OVER MESH INTERIOR o m m °- 12"TYP. o N ® VERTICALS& 1/2"X2"X12" o e ® ® MESH SUPPORTS N LL o w X Q BAFFLE KIT(2) SAFEGLIDE ADJUSTABLE SAFEGLIDE HANGER SAFEGLIDE SAFEGLIDE SINGLE SAFEGLIDE TRACK MESH WASHER SIDE VIEW GATE CATCH BRACKET(4) TRUCK(4) WHEEL GUIDE (4) EXTRUSION &GATE STOP PLATE DETAIL Y a PROJECT NO.: 1008707 CITY OF ARLINGTON CAD DWG.FILE: 20230200—FP.dw9 E CONSTRUCTION DRAWING REVIEW ACKNOWLEDGEMENT DRAWN BY: CHECKED BY: PWR A THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE City of Arlington SHEET TITLE FP5 A CONDITIONS ON THE TILE SHEET. Building Department APPROVED FENCING PLAN BY: DEVELOPMENT SERVICES MANAGER Kevin Olander- 10/06/2025 NAVD88 o No changes authorized unless approved by DATE: THIS APPROVAL VALID FOR 18 MONTHS the Building Official Know what's below. onruM Call before you dig. SHEET 7, OF ?g 5 4 2 1 5 4 3 2 1 SEC. 22, T. 31 N, R. 5 E, W.M. AMERESCO A Green.Clean.Sustainable 520 W.SUMMIT HILL DR,STE 401 KNOXVILLE,TN 37902 CONSULTANTS GENERAL NOTES 1. CENTER SIGNS HORIZONTALLY ON DRIVE GATE THAT IS VISIBLE FROM FRONT. 2 LETTER STYLE, �) PERTEET A. IDENTIFICATIONS HE SPECIFIED NARROW BOLD.ADJUST LETTER STYLE TO FIT SIGN LENGTH IF THE SPECIFIED STYLE WILL NOT FIT WITHIN THE SPECIFIED LENGTH. 2707 COLeV AVENUE,SUITE 900 B. ADDRESS SIGN:HELVETICA MEDIUM EVERETTWA98201 C. OWNER NAME SIGN:HELVETICA MEDIUM 425.252.7700 1800.615.9900 3'-3/4" LOR LETTER BLACK D 0 BACKGROUND:WHITE �IESLEy FENCE LINE gO INSIDE FENCE LINE 3,-0, J of WASAlit �F 2"MIN CENTER LETTERING 2"MIN 0 31/4 3/ �T-2 " r'-2 " 31/1" z A g 0 0 OUTSIDE �� 40885 FF�SNN GISTS A� PEDESTRIAN GATE ELEVATION — PLAN = SCALE: NONE ' Cn qR Cf) F VINYL LETTERING Lij N 120 VI 0.J LE EKING TAL PLATE m DIA HOLE,TYP (Y) 3-1/2" HINGE GAP 0-3/4"GAP Lo N L N � FLU 00 IN LU V-211 IDENTIFICATION SIGN DETAIL o Z J BOLT-ON HINGE SCALE: 1" = 1'-0" 0- LLI LLi LU &HINGE STOP P— Z Q Q Z Ci ::D 0 E 6300 SERIES MESH 2"MIN CENTER LETTERING 2"MIN �O O Cc 7- 31/4" 1'-211" 1'-23/4" 31/4" z 0 Z I__J � Z = L7 2"SQ.ALUMINUM TUBE INTERIOR g_gLQ = J FULCRUM LATCH Q VERTICALS COVERED WITH 1/8"X2" QO 8 ALUMINUM WASHER PLATE OVER MESH 6-5„ _ M z' O a VINYL LETTERINGz F ON 0.125"POLYMETAL PLATE � f 1/8"X2"X12"ALUMINUM = s6'DIA HOLE,TVP U) ANGLE MESH SUPPORT ADDRESS SIGN DETIAL o Q SCALE: 1" = 1'-0" F L 3: 2"X 3"ALUMINUM TUBE < EXTERIOR FRAMEWORK U o W Oo Q Z W W 3"GRADE 2"MIN CENTER LETTERING 2"MIN Z Z WCc W 31/4" 1'-2V" 1'-2vW, 31A" z O � < 2 O V 2"SQ.ALUMINUM TUBE SUPPORT W o U w T (REMOVE PRIOR TO INSTALLATION) > a 3 4-0 (TYP) 10 4'OPENING = > cn C4 N Ln E SNOHOMISH COUNTY PUD ZD Q U) (p OD N B 3 1/2"OD POSTS(TYP) WWW.SNOPUD.COM Q r B qR\ VINYL LETTERING F \ ON 0.125"POLYMETAL PLATE o \\ FAC DIA HOLE,TYP 6300 SERIES MESH V-611 z 3'-0 1/2" (W) X 6-4 3/4" (H) QTY: 1 (TYP) OWNER NAME SIGN DETAIL 1- 0 SCALE: 1" = 1'-0" i z PEDESTRIAN GATE ELEVATION — OUTSIDE VIEW C z SCALE: NONE o N a N W F Q N ¢ W E N LL O 12 6 0 1 o j 1"= T-0" SCALE IN FEET nW x � r 12 6 0 1 2 3 0 3/4"= 1'-0" SCALE IN FEET \ Y Q PROJECT NO.: 1008707 CITY OF ARLINGTON CAD DWG.FILE: 20230200-FP.dwg E CONSTRUCTION DRAWING REVIEW ACKNOWLEDGEMENT DRAWN BY: IS CHECKED BY: PWR A City of Arlington A I THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE SHEET TITLE FP6 CONDITIONS ON THE TITLE SHEET. Building Department APPROVED FENCING PLAN BY: Kevin Olander- 10/06/2025 DEVELOPMENT SERVICES MANAGER NAVD88 o No changes authorized unless approved by 1 the Building Official o DATE: THIS APPROVAL VALID FOR 18 MONTHS Know what's below. DATUM Call before you dig. SHEET G- OF T'g 5 4 2 1 CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT 17631 63RD AVE NE Permit#: 6700 PERMIT EXPIRES 180 DAYS AFTER Parcel#: 31052200405400 DATE OF ISSUANCE. Scope of Work: Foundation only for A 25 MW, 100 MWH utility scale system for Valuation: 781678.00 adding capacity at the Crosswinds Substation OWNER APPLICANT CONTRACTOR PUBLIC UTILITY DISTRICT NO I Ameresco Inc. Ameresco,Inc PO BOX 1107 111 Speen St,#410 111 Speen St,#410 EVERETT,WA 98206 Framingham,MA 01701 Framingham,MA 01701 510-684-7684 510-684-7684 LIC:602 062 980 EXP: 10/31/2025 LIC:AMEREI*004PZ EXP:07/31/2027 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: COMMERCIAL BUILDING CODE YEAR: 2021 STORIES: 0 CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order,state or federal law,or any order,proclamation,guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.IBC 110/IRC 110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. to 24 0 �Gl.GL. 10/21/2025 Applicant Signature Date Building Official Date CONDITIONS Adhere to the approved plans.Inspections required. The property owner shall ensure that the construction project complies with all applicable zoning codes and regulations.The property owner shall also ensure that the construction project does not cause any adverse impact on the surrounding environment or community.The property owner shall be responsible for obtaining all necessary permits and approvals from the relevant authorities before commencing construction.The property owner shall ensure that the construction project complies with all applicable design review requirements. THIS PERMIT AUTHORIZES 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 10/24/2025 Processing/Technology $25.00 10/24/2025 Building Permit $6,887.00 10/24/2025 State Surcharge-Commercial $25.00 10/24/2025 Building Plan Review $4,478.06 Total Due: $11,415.06 Total Payment: $11,415.06 Balance Due: $0.00 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon INSPECTION INFORMATION I Pass/Fail Permit#: 6700 Permit Date: 09/05/25 Permit Type: COMMERCIAL BUILDING Project Name: Snohomish County PUD BESS Applicant Name: Ameresco Inc. Applicant Address: 111 Speen St, #410 Applicant, City, State, Framingham, MA 01701 Zip: Contact: Scott Wentworth Phone: 510-684-7684 Email: swentworth@ameresco.com Scope of Work: Foundation only for A 25 MW, 100 MWH utility scale system for adding capacity at the Crosswinds Substation Valuation: 781678.00 Square Feet: 0 Number of Stories: 0 Construction Type: Occupancy Group: ID Code: Permit Issued: 10/24/2025 Permit Expires: 05/17/2026 Form Permit Type: COMMERCIAL BUILDING Status: COMPLETE Assigned To: Kristin Foster Property Parcel# Address Legal Description Owner Name Owner Phone Zoning Section 22 Township 31 Range 5 Quarter SE LOT 1 31052200405400 17631 63RD AVE NE CITY ARL BSP FILE NO PUBLIC UTILITY 184 SPUD00000142 REC AFN DISTRICT NO 1 GOVERNMENT 202105145008 BEING A PTN NE1/4 SE1/4 SD SEC Contractors Contractor Primary Contact Phone Address Contractor Type License License# Ameresco,Inc Scott Wentworth 510-684-7684 111 Speen St, CONSTRUCTION COA 602 062 980 #410 CONTRACTOR Ameresco,Inc Scott Wentworth 510-684-7684 111 Speen St, CONSTRUCTION L&I AMEREI*004PZ #410 CONTRACTOR Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status This inspection was 11/12/2025 CO3. changed from the 12 due to 11/17/2025 BUILDING Approved FOUNDATION/SLAB weather delays Plan Reviews Date Review Type Description Assigned To Review Status 09/05/2025 COMMERCIAL BUILDING Approved BUILDING 09/05/2025 COMMERCIAL No civil comments. Development Approved BUILDING Services Manager 09/05/2025 COMMERCIAL No land use concerns. PLANNING Approved BUILDING Fees Fee Description Notes Amount Processing/Technology $25.00 Building Permit Table 4-1 $6,887.00 State Surcharge-Commercial Commercial Only $25.00 Building Plan Review Table 4-2 $4,478.06 Total $11,415.06 Attached Letters Date Letter Description 10/21/2025 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 10/21/2025 Ameresco,Inc. 317997 Kristin Foster $11,415.06 Outstanding Balance $0.00 Notes Date Note Created By: 04/27/2026 expiration notice sent LaNay Hendrick 03/27/2026 Expiration notice sent LaNay Hendrick Uploaded Files Date File Name 09/26/2025 28467059-20250926 BLD6700 Plans.pdf 09/05/2025 28135039-20250904 BLD6700 Application.pdf