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APPROVED PLN BLD ENG REV1 RESUB1 BLD2022-0061+Site_Plan+3.28.2023_12.50.02_PM+34483641 � 2 1 3 1 4 5 6 Fire Approves with SCHEDULE ALL INSPECTIONS THROUGH.MYBUILDINGPERMIT.COM Conditions 03/3Q/2023 _ _ _ _ _ kfitterer Conditions marked on plans OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. North Ldrilj.-lr'•� plan 91 i7 ca lay r x C4i[+v �t Tli1< BOWL OFEDMONDS ELECTRIC VEHICLE CHARGING STATION Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. ENGINEERING DIVISION APPROVED AS NOTED MY 03/31 /2023 VV v City of 4yrnnWQgd Municioni Golf course' Yost ParkEdmonds >Ar mdway High h ;Chpol Way I Edmunds Cpnipus AT Esperance WESTGATE zzvnstsvrr SHElRw OO.'D � FOREST III VICINITY MAP SCALE : NOT TO SCALE WINCO FOODS 21900 HIGHWAY 99 - EV EDMONDS, WA 98026 OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE r �r"flirVt7+' a � s S'E.A'TTLE• kIENIGHTS M._ J ±,+�haISw 2 1 W Hwy 94. Edrrimds. WA 98026 Q CEDAR VALLEY _7 '} r 2,2,n�+ RW } rf MOrrnflake Terrao r Hika h p. SITE LOCATION Nile Shrnw Gulf Cmirse Go gle BLYMYER DRAWING LIST SHEET NUMBER SHEET TITLE CS-1 COVER SHEET G-000 EXISTING SITE PLAN G-001 OVERLAY SITE PLAN G-100.0 PROPOSED SITE PLAN G-101.0 GENERAL ARRANGEMENT G-103.0 EQUIPMENT DETAILS G-103.1 EQUIPMENT DETAILS G-104.0 PARKING STALL DETAILS E-1.0 ELECTRICAL NOTES SYMBOLS AND ABBREVIATIONS E-2.0 ONE —LINE DIAGRAM E-3.0 ELECTRICAL SITE PLAN E-6.0 WARNING SIGNS E-7.0 ELECTRICAL DETAILS E-7.1 ELECTRICAL DETAILS E-8.0 GROUNDING DETAILS E-8.1 TRENCH DETAILS E-8.2 TRENCH RESTORATION DETAILS E-10.0 EQUIPMENT SPECIFICATIONS E-10.1 EQUIPMENT SPECIFICATIONS S-1.0 STRUCTURAL DETAILS S-2.0 STRUCTURAL DETAILS L-100.0 LANDSCAPE PLAN Mr►Cr�19�k� Te.rfitue n i K i I errace C*cork Palk Tall — — — — — — — — — SCOPE OF WORK • INSTALL (1) DELTA 350KW HP CHARGERS AND CABINETS • INSTALL (2) DELTA 10OKW CITY CHARGERS • INSTALL EVGO PROVIDED SIGNAGE • INSTALL (1) UTILITY TRANSFORMER (AS REQUIRED BY UTILITY) • INSTALL SWITCHGEAR ASSEMBLY AND ALL UNDERGROUND CONDUIT AND CONDUCTORS • PERFORM ALL CIVIL WORK REQUIRED FOR CHARGER INSTALLATION AND ASSOCIATED ACCESSIBILITY PROVISIONS • RESTRIPE PARKING STALLS O j w< J<" SITE PLAN SCALE: 1" = 50'-0" J REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Erit/ Ct�. BUILDING OFFICIAL Apr 03 2023 APPROVED DATE Revision approval is for location only. Other changes have not been reviewed by the building department. / AREA OF WORK / i ENGINEERS OF RECORD BENJAMIN LIU — BLYMYER ENGINEERS — WA LICENSE No. 21014186 GREGORY MAZUR — BLYMYER ENGINEERS — WA LICENSE No. 40256 KEY PROJECT CONTACT INFORMATION PROJECT MANAGERS: EVGO — MANDEEP GURAGAIN — (408) 666-8573 BLYMYER ENGINEERS — STAS GORBIS — (510) 521-3773 APPLICABLE CODES 2018 INTERNATIONAL BUILDING CODE 2020 NATIONAL ELECTRICAL CODE 2018 INTERNATIONAL FIRE CODE 2018 INTERNATIONAL ENERGY CONSERVATION CODE 2018 INTERNATIONAL MECHANICAL CODE 2018 INTERNATIONAL PLUMBING CODE IN THE EVENT OF CONFLICT, THE MOST RESTRICTIVE CODE SHALL PREVAIL BLD2022-0061 E RLYMYFR E N G I N E E R S 1101 MARINA VILLAGE PARKWAY# 100 ALAMEDA, CA 94501 510.521.3773 W N Cn cy) � p rn rn OQ� LL O�0 Z=O �o� w N z 04 CO LLI N N 04 N N 00 Q O 2\1 o M CM � O z Q co 0 Lu w Q J X z U O 0w m w z >- w o Q � U Y zN M V ORIGINAL SIZE 24"X36" SHEET SIZE ARCH "D" 0 y^ 1" APROJECT # 221193 SHEET TITLE REVISION COVER SHEET Mar 28 2023 CITY OF EDMONDS DEVELOPMENT SERVICES SHEET NUMBER DEPARTMENT CS-1 1 1 2 1 3 1 4 1 5 1 6 1 V /V �RT�ES US INV (N): 350.1 7' Qc / EXISTING SITE PLAN / - SCALE: 1" = 20'-0" ASPHALT 0 20' 40' 1.1 = 20'-0" LEGEND SITE BENCHMARK S� SANITARY MANHOLE EVgo ® STORM INLET (RECTANGLE) ry C FIRE HYDRANT ►� WATER VALVE cv IRRIGATION CONTROL VALVE E Ow WATER METER 0 LIGHT POLE UTILITY POLE ® MONITOR WELL ® HANDICAP PARKING ' CONIFEROUS TREE DECIDUOUS TREE ' I _Y M Y L . R ® 4X4 WOOD POST E N G I N E E R S LS LANDSCAPED AREA 1101 MARINA VILLAGE PARKWAY #100 sT STORM LINE (UNDERGROUND) ALAMEDA, CA 94501 510.521.3773 ss SANITARY LINE (UNDERGROUND) WLWATER LINE (UNDERGROUND) UE ELECTRIC LINE (UNDERGROUND) of ELECTRIC LINE (OVERHEAD) Fo FIBEROPTIC LINE (UNDERGROUND) ° CONCRETE AREA EXCEPTION NUMBER BLD2022-0061 REVISION Mar 28 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 1w W N Co a) do p rn rn Q� OLL 0 c Z=O �0 0 ' w N 0 Z w N N N N H N Q � � O 00 p M CM � O Z F- Q F- O w w Q X O U O p O w m Z w w z U of Y ZCV M V ORIGINAL SIZE 24"X36" SHEET SIZE ARCH "D" 0 y^ 1" PROJECT # 221193 SHEET TITLE EXISTING SITE PLAN SHEET NUMBER G-000 1 � 2 1 3 1 4 1 5 1 6 z_'i �P'��JW�' OVERLAY SITE PLAN SCALE: 3/32" = 1'-0" 0 5' 10, 20' 3/32" = 1'-0" 1 BLD2022-0061 REVISION Mar 28 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT E I A 0 /AW '.YMYP:R E N G I N E E R S 1101 MARINA VILLAGE PARKWAY # 100 ALAMEDA, CA 94501 510.521.3773 W N Cn m co p rn rn OLL Q� Oo 0 Z=O �o� w N H Z w N N N N CV N Q p N O z zO ? Q X O U O ❑ O w m 0 O w Q w � U Y O ORIGINAL SIZE 24"X36" SHEET SIZE ARCH "D" 0 %^ 1" PROJECT # 221193 _j SHEET TITLE OVERLAY SITE PLAN SHEET NUMBER G-001 1 1 2 1 3 1 4 1 5 1 6 Ln J (E) UG ELECTRIC LINE, TYP. (N) PARKING STRIPING, TYP. (N) SURFACE MARKINGS, TYP. DETAIL 2/G-104.0 EVGO SIGNAGE TYP. 4 PLCS. DETAIL 1/G-104.0 & 3/S-1.0 �s r (E) UG STORM LINE, TYP. --, - (E) CONTOUR ELEVATION, TYP. (E) STORM DRAIN, TYP. Jv- � JP�P ^0� .a / C-2 WINCO FOODS BUILDING REQUIREMENTS <� / 1. ANY PLANTINGS REQUIRED TO BE REMOVED WILL NEED A / SIGN -OFF FROM PLANNING THAT THOSE PLANT MATERIALS CAN BE / REMOVED. IF THE PLANT AND TREE MATERIALS MUST BE a REPLACED ELSEWHERE ON SITE, EVGO WILL WORK WITH WINCO TO RELOCATE THOSE MATERIALS AT EVGO'S COST. 2. EVGO TO REPAIR OR REPLACE ANY DAMAGED IRRIGATION APPROVED n p O"C D �V PLANNING p A' A' I A' EQUIPMENT OR LINES AT THEIR COST. ANY VALVE BOXES OR A r r R V C i t A V 1 V 1 V IRRIGATION EQUIPMENT THAT NEEDS TO BE REMOVED WILL NEED TO BE COORDINATED WITH WINCO'S LANDSCAPE AND IRRIGATION 4/3/23 CONTRACTOR AT EVGO'S COST. • 3. NEW PARKING STRIPING AND STALL MARKING PAINTING TO COMPLY WITH WINCO FOODS ASPHALT PAVING SPECIFICATIONS, SEE DETAIL 3/E-8.2. PROPOSED SITE PLAN SCALE: 1/8"= 1'-0" 0 2' 4' 8' 16' 1/8" = 1'-0" / 0 EQUIPMENT SCHEDULE QTY EQUIPMENT PART # DESCRIPTION 1 350kW EV POWER CABINET DELTA 350kW POWER CABINET 1 350KW EV CHARGER DP350K DELTA DC HIGH POWER CHARGE DISPENSER DELTA 100 KW DC CITY 2 CHARGER EVHU104 100 KW EV CHARGER PARKING STALL SCHEDULE EXISTING STALLS 5 PROPOSED EV STANDARD STALLS 3 PROPOSED EV ADA STALLS 1 NET STALL COUNT -1 CLEARANCES DELTA POWER CABINET - 4' FRONT AND REAR, 8" SIDES DELTA 350KW DISPENSER - 2'-8" FRONT, 2'-0" REAR AND 1' SIDES DELTA DC CITY CHARGER - 3'-0" FRONT AND SIDES, 9" REAR AUX TRANSFORMER - 3'-6" FRONT SWBD-EV - 4'-0" FRONT UTILITY TRANSFORMER - 10'-0" FRONT, 3'-0" REAR AND SIDES ONEW KNOX BOX TO GIVE FIRE DEPARTMENT ACCESS TO EMERGENCY DISCONNECT. SEE DETAILS ON SHEET E-10.1 CHARGER COORDINATES CHARGER COORDINATES (LAT,LON) EV-1 47.800342°,-122.331730' EV-2 47.8003260,-122.331769' EV-3 47.8003060,-122.331818' d / w< Al — — AREA OF WORK ® J rr 4, 4 's a / oiomv BLD2022-0061 REVISION Mar 28 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT E I A '- 'I_YMYFR E N G I N E E R S 1101 MARINA VILLAGE PARKWAY# 10C ALAMEDA, CA 94501 510.521.3772 W N Cn a)� p rn rn OLL Q� O�0 Z=O �o� cy' w N z LLI N N N N N Q � � O N 0 M CM � O z z 0- 0 J X z Q 2 0 00 0 m z W W Z of U Of Y 0 N C7 V ORIGINAL SIZE 24"X36" SHEET SIZE ARCH "D" 0 y^ 1" APROJECT # 221193 SHEET TITLE PROPOSED SITE PLAN SHEET NUMBER G-100.0 1 1 2 1 3 1 4 1 5 1 6 P/ EVgo J \ E I \ / / I '- '.YMYFR E N G I N E E R S 1101 MARINA VILLAGE PARKWAY # 10C ALAMEDA, CA 94501 510.521.3772 w N W 0 � � � OQ� APPROVED BY PLANNING � _a �```, / W/ 4/3/23 0 _ OID c) 0 LLI GENERAL ARRANGEMENT SCALE: 1 /8"= 1'-0" 0 2' 4' 8' 16' 1/8" = 1'-01I or RECORDING N0. 201 )11205001 J oWNEF. WINCo fo0o5 LLC ° wrzv ® // AREA OF WORK / *® ® ® / ® S /4 J4' / i BLD2022-0061 REVISION Mar 28 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT z C\l co w CV N CV N CV " F p N ❑ M M O z � � wO Q X z U O ❑ O w m z o w Q w � U Y z N c� ORIGINAL SIZE 24"X36" SHEET SIZE ARCH "D" 0 /2 1" APROJECT # 221193 SHEET TITLE GENERAL ARRANGEMENT SHEET NUMBER G-101.0 1 1 2 1 3 1 4 1 5 1 6 1 FRONT VIEW CONCRETE PAD REF: DELTA DC CITY CHARGER SEE 4/S-1.0 FOR ANCHOR DETAILS CONDUIT ENTRY DETAIL 1 /E-7.0 NOTE: G rl DELTA 10OKW DC CITY CHARGER ,DEI JRE TYF SIDE VIEW DELTA 100KW CITY CHARGER SCALE: 3/4" = 1'-0" 5-8" 2'-10" 0 2'-10" I 1074„ 9 y4" 11 „ CONDUIT ENTRY `o 8" TYP. - - - - T-7 % 7)/4>, 4'- 5Y „ " TYP. " DISPLAY SIDE i cV 4"0 REMOVABLE BOLLARD, TYP. SURFACE, TYP. 3'-6 /" FRONT VIEW 2 ) DELTA 350KW HP DISPENSER G-100J SCALE: 3/4" = V-0" nnk 1/1r')rrr MAfl I T F. DISPLAY SIDE SECTION a SECTION b SCALE: 1" = V-0" SCALE: 1" = V-0" 1. REFER TO FINAL MANUFACTURER INSTALLATION INSTRUCTIONS BEFORE CONSTRUCTING. DIMENSIONS GIVEN FOR REFERENCE ONLY, TYP. NOTE: ANCHOR HOLES, TYP. 'EF: DELTA HIGH POWERED :HARGER (350kW) T REMOVABLE BOLLARD, TYP. 1. REFER TO FINAL MANUFACTURER INSTALLATION INSTRUCTIONS BEFORE CONSTRUCTING. DIMENSIONS GIVEN FOR REFERENCE ONLY, TYP. 1'-614" SIDE VIEW BLD2022-0061 REVISION Mar 28 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT E C N 0 BLYMYFR E N G I N E E R S 1101 MARINA VILLAGE PARKWAY# 100 ALAMEDA, CA 94501 510.521.3773 W N p rn O� OLL Q� Oho Z=O �o75; w N H z w N CV N N N N 00 Q � O N M V O z J O w w Q J X U � O O w m z O w w U of Y N M � ORIGINAL SIZE 24"X36" SHEET SIZE ARCH "D" 0 y^ 1" PROJECT # 221193 SHEET TITLE EQUIPMENT DETAILS SHEET NUMBER G-103.0 1 2 3 4 5 6 EVigo ' YMYFR E N G I N E E R S 1101 MARINA VILLAGE PARKWAY # 100 ALAMEDA, CA 94501 510.521.3773 DELTA POWER CABINET DETAIL 2/E-10.0 eGoRY,y �Q� wof wasy��'�G � - z O D co 10 W N ' O U) m 00 0 O O O�Q ra N O Q O=U) U CD 0 C z = z O �O� rT- DELTA POWER CABINET DETAIL O 0 �OO SCALE: 1" = 1'0" r W N B SECTION a SCALE: 1" = 1'-0" 7T] ORIGINAL SIZE 24"X36" SHEET SIZE ARCH "D" 0 %^ 1" APROJECT # 221193 SHEET TITLE EQUIPMENT REVISION DETAILS Mar 28 2023 BLD2022-0061 CITY OF EDMONDS DEVELOPMENT SERVICES SHEET NUMBER DEPARTMENT G-103.1 z W Q N N N C��V W O Z � w � Z J LLJ Q U � � � � LLJ � O � � � O Q J � w X m O OZ N m � 1 FAST CHARUNG HD( E MUM E CHAR E 1 VACATE STALL WHEN COMPLEM Ld 0 a cD 0 STANDARD STALL SIGNAGE DETAIL SCALE: 2" = V-0" NOTES: 1. PROPOSED ADA STALLS AND WALKWAY SHALL BE MAX 2% SLOPE IN ALL DIRECTIONS. 2. REFER TO G-100 FOR PROPOSED SITE PLAN. 3. LOWER SIDE OF MARKING SHALL BE ALIGNED WITH THE END OF THE PARKING SPACE. 4. WAC: WASHINGTON ADMINISTRATIVE CODE 5. IBC: 2018 INTERNATIONAL BUILDING CODE 6. WAC 51-50-427.5 ELECTRIC VEHICLE CHARGING INFRASTRUCTURE FOR ACCESSIBLE PARKING SPACES. WHEN ELECTRIC VEHICLE CHARGING INFRASTRUCTURE IS REQUIRED, ONE ACCESSIBLE PARKING SPACE SHALL BE SERVED BY ELECTRIC VEHICLE CHARGING INFRASTRUCTURE. THE ELECTRIC VEHICLE CHARGING INFRASTRUCTURE MAY ALSO SERVE ADJACENT PARKING SPACES NOT DESIGNATED AS ACCESSIBLE PARKING. "NO PARKING' SIGN ICC A117.1 SEC. 502.7 O (7 ELECTRIC VEHICLE CHARGER ADA PARKING DETAIL SCALE: 1/4" = V-0" 2 SIGN NOTES: 1. STALL SIGNAGE SHALL BE REFLECTORIZED WITH A MINIMUM AREA OF 70 SQ. INCHES. 2. SIGN SHALL BE VISIBLE FROM THE EVCS IT SERVES. 3. SIGN SHALL BE PERMANENTLY POSTED EITHER IMMEDIATELY ADJACENT OR WITH IN THE PROJECTED VEHICLE SPACE. 4. SIGN SHALL BE LOCATED AT THE HEAD OF THE VEHICLE SPACE. 5. SIGN SHALL BE 7 FEET MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE MEASURED TO THE BOTTOM OF THE SIGN. 6. SIGNS LOCATED WITHIN AN ACCESSIBLE ROUTE SHALL BE 80 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE MEASURED TO THE BOTTOM OF THE SIGN. 7. SIGN MAY ALSO BE PERMANENTLY POSTED ON A WALL AT THE INTERIOR END OF THE VEHICLE SPACE. 8. EVgo SHALL SUPPLY THE VEHICLE STALL SIGNAGE. a C — VAN ACCESSIBLE STALL EVGO SIGNAGE & "ISA" SIGN PER WBC 1101.2.9 & ICC A117.1 SEC. 502.7 VAN ACCESS AISLE SF 3 4 5 6 48" STALL MARKING NOTES: 1. USE ON ALL STANDARD AND VAN ACCESSIBLE STALLS WHERE APPLICABLE. OL 2. EVCS VEHICLE SPACES SHALL PROVIDE SURFACE MARKING STATION SIGN, WHITE SON A "EV CHARGING ONLY" IN LETTER 12" HIGH MINIMUM. THE RESE:VED AND LETTERS ON A BLUE BACKGROUND CENTERLINE OF THE TEXT SHALL BE A MAXIMUM OF 6 INCHES PARKING FROM THE CENTER LINE OF THE VEHICLE SPACE AND ITS LOWER CORNER AT, OR LOWER SIDE ALIGNED WITH, THE END OF THE I INTERNATIONAL SYMBOL PARKING SPACE LENGTH. OF ACCESS 3. PROVIDE 0/" SPACING BETWEEN STENCILS STATE DISABLED "STATE DISABLED PARKING PARKING PERMI PERMIT REQUIRED rn 17 4. FONT SHALL BE STANDARD GOTHIC VANRACCESSIBLE OR SIMILAR `VE 5. COLOR: WHITE ON EXISTING SURFACE (NO FILL INSIDE STENCIL) "VAN ACCESSIBLE" z 71 6. NEW PARKING STRIPING AND STALL MARKING PAINTING TO COMPLY c' WITH WINCO FOODS ASPHALT PAVING SPECIFICATIONS, DETAIL z o INSTALL ONE SIGN AT HEAD OF EACH DESIGNATED N 3�E-8 2 362. ,GING o ACCESSIBLE PARKING STALL o � o m '2' G-100 STANDARD STALL MARKINGS SCALE: 1/2" = V-0" '3' G-100 ISA SIGNAGE SCALE: NONE BLD2022-0061 REVISION Mar 28 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT E 'I_YMYFR E N G I N E E R S 1101 MARINA VILLAGE PARKWAY# 100 ALAMEDA, CA 94501 510.521.3773 W (N Cn cy) � p rn rn OQ� O(D0 ZO = �o� cy' w N z ui N N N N (V Q �Q O 2\1 o M CM � O z O Lu w Q X O O U 0 o Z z w w U of Y z N cn —Ij ORIGINAL SIZE 24"X36" SHEET SIZE ARCH "D" 0 y" 1" PROJECT # 221193 SHEET TITLE PARKING STALL DETAILS SHEET NUMBER G-104.0 1 2 GENERAL NOTES 3 4 ACCEPTANCE TESTING 5 1 6 QUALITY ASSURANCE NOTES 1. AT ALL TIMES THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITION OF JOB SITE, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY AND FOR ALL NECESSARY INDEPENDENT ENGINEERING REVIEWS OF THESE CONDITIONS. THE ENGINEERS JOB SITE REVIEW IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTORS SAFETY MEASURES. 2. THE CONTRACTOR SHALL MAKE AN EXAMINATION OF THE SITE AND COMPARE THE SITE WITH THE DRAWINGS AND SPECIFICATIONS AND SATISFY HIMSELF AS TO CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED. THE CONTRACTOR SHALL ASCERTAIN AND CHECK THE LOCATIONS OF ANY EXISTING STRUCTURES OR EQUIPMENT WHICH MAY AFFECT WORK THAT HAS TO BE PERFORMED. NO ALLOWANCE SHALL SUBSEQUENTLY BE MADE IN CONTRACTOR'S BEHALF FOR ANY EXPENSE TO WHICH THE CONTRACTOR MAY BE PUT DUE TO FAILURE OR NEGLECT BY CONTRACTOR TO MAKE SUCH EXAMINATION. 3. ALL WORK SHALL BE COORDINATED WITH THE OWNER TO MAINTAIN CONTINUITY OF SERVICE AND MAXIMUM UTILIZATION OF THE OWNERS FACILITY. 4. ELECTRICAL WORK SHALL CONFORM TO THE 2020 NEC AND CURRENT ISSUES OF ALL NFPA, IBC, IFC, ANSI, OSHA, ASTM, NEMA, AND OTHER NATIONALLY PUBLISHED CODES OR STANDARDS SHALL APPLY TO THIS WORK UNLESS LOCAL JURISDICTION SUPERSEDES. THE MOST STRINGENT CODES SHALL APPLY. 5. NOTHING IN THE DRAWINGS OR SPECIFICATIONS IS INTENDED TO ALLOW A VIOLATION OF ELECTRICAL WORKING SPACE AROUND ELECTRICAL EQUIPMENT REQUIREMENT. ANY DEVIATION FROM THIS REQUIREMENT SHALL BE APPROVED IN WRITING, BY THE ENGINEER. THE CONTRACTOR SHALL RELOCATE ANY EQUIPMENT IN VIOLATION OF THE ELECTRICAL CODE AT HIS OWN COST. 6. PROVIDE PHENOLIC NAMEPLATE WITH WHITE LETTERING ON BLACK BACKGROUND FOR EACH ELECTRICAL EQUIPMENT. PROVIDE PERMANENT MEANS OF ATTACHMENT THAT WILL NOT VIOLATE NEMA RATING OR EQUIPMENT WARRANTY. 7. REFER TO THE DRAWINGS FOR LOCATIONS AND SPACE REQUIREMENTS OF ELECTRICAL EQUIPMENT. COORDINATE THE INSTALLATION OF ELECTRICAL EQUIPMENT WITH OTHER TRADES. 8. POWER FEEDERS ARE SHOWN ON ELECTRICAL PLAN. REFER TO THE SINGLE LINE DIAGRAM FOR FEEDER INFORMATION. 9. CONTRACTOR SHALL SECURE AND PAY FOR ELECTRICAL TRADE SPECIFIC CONSTRUCTION PERMITS, LICENSES, GOVERNMENTAL AND INSPECTION FEES NECESSARY FOR THE EXECUTION OF THE WORK, UNLESS OTHERWISE DIRECTED. 10. ELECTRICAL CONTRACTOR SHALL PROVIDE COMPLETE ELECTRICAL INSTALLATION IN ACCORDANCE WITH ESTABLISHED TECHNIQUES AND ACCEPTED PRACTICES AND ALL LOCAL, STATE, AND NATIONAL CODES HAVING JURISDICTION. 11. ELECTRICAL REQUIREMENTS SUCH AS CONDUIT ROUTING AND LOCATIONS OF ELECTRICAL DEVICES (RECEPTACLES, SWITCHES, FLOOR OUTLETS, CONDUIT STUBS, ETC.) SHOWN ON THESE PLANS ARE DIAGRAMMATIC AND SUBJECT TO VERIFICATION BY ELECTRICAL CONTRACTOR FOR THE INTERFACING OF THE ELECTRICAL WORK WITH THE INSTALLATION. CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS TO CLEAR THE OTHER FACILITIES EXCEPT AS SHOWN DIMENSIONED ON THE ARCHITECTURAL DRAWINGS OR AS APPROVED BY THE ARCHITECT. 12. ELECTRICAL EQUIPMENT SHOWN OR SPECIFIED FOR THIS PROJECT HAS BEEN GENERALLY SELECTED BASED ON DIMENSIONS TO FIT THE SPACE. THE CONTRACTOR SHALL VERIFY EQUIPMENT DIMENSIONS AND/OR ANY INTERFERENCES PRIOR TO ORDERING THE CONTRACTOR OR OWNER PROVIDED EQUIPMENT. 13. MANUFACTURER'S RECOMMENDATIONS FOR CONDUCTOR SIZING, CIRCUIT BREAKER OR FUSE RATING OF ELECTRICALLY OPERATED EQUIPMENT MAY DIFFER FROM THOSE INDICATED ON DRAWINGS. CONTRACTOR SHALL CONFIRM RATINGS PRIOR TO ORDERING CONTRACTOR OR OWNER PROVIDED EQUIPMENT. 14. CONTRACTOR SHALL REVIEW THE MECHANICAL AND PLUMBING DRAWINGS IF APPLY, AND CONNECT ELECTRICALLY OPERATED EQUIPMENT UNLESS OTHERWISE NOTED. COORDINATE THE LOCATION AND ELECTRICAL CONNECTION REQUIREMENTS PRIOR TO ORDERING OF CONTRACTOR OR OWNER PROVIDED ELECTRICAL AND MECHANICAL EQUIPMENT. 15. CONTRACTOR SHALL REVIEW THE SECTIONS OF EACH DIVISION OF THE SPECIFICATION (WHERE APPROPRIATE) AND PROVIDE CONNECTIONS TO ELECTRICALLY OPERATED EQUIPMENT AS MAY BE SPECIFIED THEREIN. 16. ALL CONDUIT ONLY (CO) NOTED SHALL HAVE PULL ROPES OR WIRES INSTALLED, TENSILE STRENGTH MINIMUM OF 200 FT/LBS. 17. CONTRACTOR SHALL PROVIDE PULL BOX(S) AS REQUIRED TO COMPLY WITH NEC 352.26 & NEC 356.26. 18. ALL ELECTRICAL MATERIALS AND EQUIPMENT SHALL BE LISTED BY UNDERWRITER'S LABORATORIES OR OTHER APPROVED NRTL, AND SHALL BEAR THEIR LABEL. ALL CONTROL PANELS SHALL BE SO LISTED AS AN ASSEMBLY. 19. ELECTRICAL EQUIPMENT AND FEEDERS SHALL BE SUPPORTED AND/OR ANCHORED IN ACCORDANCE WITH CBC SEISMIC REQUIREMENTS. DO NOT SUPPORT CONDUITS FROM MECHANICAL DUCTS, PLUMBING, PIPING, OR EQUIPMENT OF ANY KIND. 20. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, FEES AND EQUIPMENT SPECIFIED, INDICATED OR IMPLIED IN THESE DOCUMENTS TO ACCOMPLISH THE CONSTRUCTION IN A PROFESSIONAL, WORKMANLIKE MANNER. ANY DISCREPANCIES BETWEEN THE CONSTRUCTION TASKS INDICATED AND LOCAL CODES AND/OR ORDINANCES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE GENERAL CONTRACTOR AND/OR OWNER FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK AT ISSUE. 21. THE CONTRACTOR SHALL CONSULT THE MECHANICAL, STRUCTURAL, AND OTHER DRAWINGS AND DOCUMENTATION RELATED TO THE PROJECT FOR ADDITIONAL WORK TO BE PROVIDED. 22. THE OWNER RETAINS FIRST SALVAGE RIGHTS TO ALL EXISTING EQUIPMENT REMOVED UNDER THIS CONTRACT. THE ELECTRICAL CONTRACTOR SHALL CONSULT WITH THE OWNER FOR DISPOSITION OF THE EXISTING EQUIPMENT TO BE REMOVED. 23. ANY WORK INSTALLED INCORRECTLY, OR BEFORE APPROVAL HAS BEEN OFFICIALLY GRANTED FOR THOSE ITEMS AT ISSUE, SHALL BE CORRECTED BY THE ELECTRICAL CONTRACTOR AT NO CHARGE TO OWNER/ARCHITECT/CLIENT. 24. ALL MATERIALS AND EQUIPMENT FURNISHED BY THE CONTRACTOR SHALL BE NEW AND COMPLETELY SERVICEABLE UNLESS OTHERWISE SPECIFIED. 25. CONTRACTOR SHALL COORDINATE ROUGH -IN AND FINAL CONNECTION REQUIREMENTS WITH THE OWNER, EQUIPMENT SUPPLIERS, GENERAL CONTRACTOR AND OTHER BUILDING TRADES BEFORE PROCEEDING WITH ANY FURTHER RELATED WORK. INSTALLATIONS SHALL BE IN FULL ACCORDANCE WITH EQUIPMENT MANUFACTURER'S RECOMMENDATIONS AND REQUIRED CODES. CONFLICTS AND INTERFERENCES SHALL BE RESOLVED IMMEDIATELY, BEFORE ANY INSTALLATION BEGINS. 26. FINAL ACCEPTANCE OF WORK IN PLACE SHALL BE SUBJECT TO APPROVAL BY OWNER'S REPRESENTATIVE AND ARCHITECT/ENGINEER. INSTALLATION APPROVAL SHALL BE BASED ON APPROVED SUBMITTALS, SHOP DRAWINGS AND LOCAL INSPECTION. 27. CONTRACTOR SHALL SUBMIT "FOR RECORD" MARKUP DRAWINGS WITHIN TWO (2) WEEKS AFTER DATE OF NOTIFICATION OF FINAL APPROVAL OF WORK -IN -PLACE. CONTRACTOR'S FINAL INVOICE WILL NOT BE PAID WITHOUT COMPLETE DOCUMENTATION. 28. CONTRACTOR SHALL WARRANT ALL WORKS FOR A PERIOD OF ONE (1) YEAR FROM DATE OF ACCEPTANCE OF WORK -IN -PLACE. CONTRACTOR SHALL REPAIR OR REPLACE ANY DEFECTIVE WORK INCLUDING MATERIALS AND EQUIPMENT AT NO ADDITIONAL COST TO THE OWNER WITHIN WARRANTY PERIOD. 29. THE CONTRACTOR SHALL PROVIDE ALL FUSES AND OVERLOAD HEATER ELEMENTS REQUIRED FOR THIS CONTRACT INSTALLATION INCLUDING ANY FUSES BLOWN DURING INITIAL TESTING. 30. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO ALL WALLS, FLOORS AND PAVING. IF DAMAGE OCCURS DURING CONSTRUCTION, ELECTRICAL CONTRACTOR SHALL COORDINATE WITH OWNER TO PATCH, PAINT AND REPAIR TO MATCH EXISTING CONDITIONS. 31. CONDUIT AND WIRE SCHEDULE FOR NEW EQUIPMENT ARE GENERALLY INDICATIVE. CONTRACTOR SHALL REFER TO MANUFACTURER AND SUPPLIER OF EQUIPMENT FOR DETAILED WIRING DIAGRAM AND VERIFY THE EXACT ROUTING AND CONDUCTOR SIZE. 32. THE CONTRACTOR SHALL REFER TO MANUFACTURER AND SUPPLIER OF ELECTRICAL CONTROL EQUIPMENT FOR EXACT WIRING INTERCONNECTION. 33. ALL CONDUCTORS SHALL BE ALUMINUM OR COPPER STRANDED, AND HAVE INSULATION TEMPERATURE RATING 90°C, UNLESS OTHERWISE NOTED. 34. IDENTIFICATION OF GROUNDED CONDUCTORS SHALL BE IN ACCORDANCE WITH NEC 200.6. IDENTIFICATION OF EQUIPMENT GROUNDING CONDUCTORS SHALL BE IN ACCORDANCE WITH NEC 250.19. IDENTIFICATION OF UNGROUNDED CONDUCTORS IS REQUIRED FOR MULTIWIRE CIRCUITS AND SHALL BE AS FOLLOWS: SYSTEM 480Y/277V 208Y/120V 120/240V 1-PHASE PHASE A BROWN BLACK BLACK (LINE 1) PHASE B ORANGE RED RED (LINE 2) PHASE C YELLOW BLUE 35. USE WIRE IDENTIFICATION COLOR CODE PER SPECIFICATIONS BELOW. COLOR DESCRIPTION LT. BLUE INTRINSICALLY SAFE CIRCUITS GREEN EQUIPMENT GROUNDING CONDUCTOR YELLOW CONTROL CIRCUITS SUPPLIED FROM EXTERNAL POWER SOURCE, INTERLOCKS 36. MEDIUM VOLTAGE CABLE MARKINGS SHALL UTILIZE COLORED CONDUCTOR TAPE FOR ALL PHASES: FOLLOW THE EXISTING COLOR SCHEME IF ONE EXISTS, OTHERWISE PROVIDE YELLOW COLORED, SELF-ADHESIVE VINYL TAPE NOT LESS THAN 3 MILS THICK BY 1 INCH WIDE. 1 STRIPE FOR THE A PHASE CONDUCTOR, 2 STRIPES FOR THE B PHASE CONDUCTOR, 3 STRIPES FOR THE C PHASE CONDUCTOR. TAPE SHALL BE LOCATED AT ALL TERMINATIONS, SPLICES AND PULL BOXES. 37. THE ELECTRICAL DESIGN AND EQUIPMENT RATINGS ARE BASED ON ELECTRICAL SYSTEM STUDIES WHICH MAY INCLUDE: A. LOAD FLOW B. SHORT CIRCUIT C. ARC FLASH D. RELAY COORDINATION E. GROUNDING F. CABLE SIZING 39. OUTDOOR SITE LIGHTING SHALL COMPLY WITH DARK SKY GUIDELINES. THE FOLLOWING TESTS SHALL BE PERFORMED PRIOR TO ENERGIZATION OF THE SYSTEM WHEN APPLICABLE: TEST RESULTS SHALL BE MADE AVAILABLE TO THE ENGINEER OF RECORD OR BUILDING OFFICIAL UPON REQUEST. 1. GROUND -FAULT PROTECTION EQUIPMENT 1.1. VERIFY PICKUP AND TIME DELAY SETTINGS ARE IN ACCORDANCE WITH SETTINGS PROVIDED BY THE ENGINEER OR EQUIPMENT MANUFACTURER. 2. ELECTRICAL TESTS SWITCHBOARDS, PANELBOARDS, MOTOR CONTROL CENTERS AND OTHER EQUIPMENT RATED 1000 AMPERES OR MORE, OR OVER 1000 VOLTS. 2.1. RELAY PICKUP CURRENT BY CURRENT INJECTION AT THE SENSOR AND OPERATION OF THE CIRCUIT INTERRUPTING DEVICE 2.2. TEST RELAY TIMING. 2.3. TEST PRIMARY CONTROL VOLTAGE AT NOT MORE THAN 57 PERCENT OF ITS RATED VOLTGROUNDED CONDUCTOR INSULATION RESISTANCE 2.4. VERIFICATION OF CONTINUITY OF EQUIPMENT GROUNDING SYSTEM. 2.5. INSULATION RESISTANCE TEST ON EACH BUS AND PROTECTIVE DEVICE, PHASE -TO -PHASE AND PHASE -TO -GROUND. 2.6. DIELECTRIC VOLTAGE -WITHSTAND TEST ON EACH BUS AND PROTECTIVE DEVICE, PHASE -TO -PHASE AND PHASE -TO -GROUND. 2.7. CONTROL POWER TRANSFORMER, CONTROL POWER CIRCUITS AND POTENTIAL CIRCUITS. 2.8. CONTROL AND PROTECTIVE DEVICES FOR PROPER OPERATION. 3. ELECTRICAL TESTS ON TRANSFORMERS RATED 100 KVA OR MORE SINGLE PHASE AND 300 KVA OR MORE THREE PHASE. 3.1. INSULATION RESISTANCE TEST ON EACH WINDING. TEST WINDING -TO -WINDING AND WINDINGS -TO -GROUND. 3.2. TURNS -RATIO TEST FOR EACH WINDING AT ALL TAP SETTINGS. 3.3. CONTROL POWER TRANSFORMER, CONTROL POWER CIRCUITS AND POTENTIAL CIRCUITS. 3.4. CONTROL AND PROTECTIVE DEVICES FOR PROPER OPERATION. 4. CONDUCTORS THAT SUPPLY EQUIPMENT RATED AT 1000 AMPERES OR MORE, OR OVER 1000 VOLTS 4.1. INSULATION RESISTANCE TEST ON EACH CONDUCTOR, PHASE -TO -PHASE AND PHASE -TO -GROUND. 4.2. DC HIGH -POTENTIAL TEST ON EACH CONDUCTOR, PHASE -TO -PHASE AND PHASE -TO -GROUND. 5. ELECTRICAL TESTS ON EMERGENCY AND STANDBY POWER SYSTEMS: SWITCHBOARDS, PANELBOARDS, DISTRIBUTION BOARDS, TRANSFER EQUIPMENT, POWER SOURCE, CONDUCTORS, FIRE PUMPS, EXHAUST AND VENTILATION FANS. 5.1. CONTROL AND PROTECTIVE DEVICES FOR PROPER OPERATION. 5.2. PHASE ROTATION TEST 5.3. INSULATION RESISTANCE TEST ON FEEDER CONDUCTORS AND EQUIPMENT, PHASE -TO -PHASE AND PHASE -TO -GROUND 5.4. AUTOMATIC LOAD TRANSFER TEST. TEST NORMAL AND EMERGENCY POWER, OR NORMAL AND STANDBY POWER, OR BOTH. SIMULATE LOSS OF EMERGENCY AND NORMAL POWER OR STANDBY AND POWER, OR BOTH. SIMULATE ALL FORMS OF SINGLE PHASE CONDITIONS. 5.5. CONDUCT OPERATIONAL TEST ON SYSTEM UNDER LOAD CONDITIONS. 1. FOLLOW AND ADHERE TO ALL MANUFACTURERS INSTALLATION INSTRUCTIONS. 2. ALL ELECTRICAL TERMINATIONS SHALL BE TORQUED TO MANUFACTURERS' SPECIFICATIONS. WHERE THEY ARE NOT SPECIFIED, REFER TO UL STANDARDS 486A AND 486B. FINAL TORQUE TEST DOCUMENTATION SHALL BE PROVIDED TO OWNER OR HIS REPRESENTATIVE, WITH ONE OR THE OTHER IN WITNESS AT RANDOM TIMES. 3. LINE AND LOAD CONDUCTORS SHALL BE BRACED AND SUPPORTED (LASHED, HELD FIRMLY IN PLACE) IN ACCORDANCE WITH THE EQUIPMENT MANUFACTURER'S SPECIFICATIONS AND NECA/IBEW APPROVED INSTALLATION PRACTICES. EQUIPMENT SPECIFICATIONS THE FOLLOWING EQUIPMENT SPECIFICATION AND SUBMITTALS SHALL BE PROVIDED TO AND APPROVED BY THE ENGINEER OF RECORD PRIOR TO INSTALLATION: • ELECTRICAL EQUIPMENT INCLUDING: SWITCHGEAR, PANELBOARDS, MOTOR CONTROL CENTERS, AND SAFETY SWITCHES. • CONDUCTORS AND CABLES INCLUDING: MEDIUM VOLTAGE CABLES, LOW VOLTAGE CABLES, PV DC WIRING, AND CONTROL CABLES • PROTECTIVE DEVICES INCLUDING: CIRCUIT BREAKERS, FUSES, RELAYS, AND PROTECTION SETTINGS. • ELECTRIC VEHICLE CHARGING STATIONS • LIGHTING (IF APPLICABLE) MOUNTING HEIGHTS MOUNTING HEIGHTS SHALL BE TO BOTTOM OF BOX, UNLESS OTHERWISE NOTED. RECEPTACLES 18" VOLUME CONTROLS RECEPTACLE WIREWAYS 43" THERMOSTATS SWITCHES 48" TELE/COMMUNICATION OUTLET MOTOR STARTERS, TO TOP 72" PANELBOARDS, TO TOP DISCONNECTS, TO TOP 72" CABINETS, TO TOP JUNCTION BOXES 15" MIN. FIRE ALARM PULL STATIONS ABBREVIATIONS A, AMPS AMPERES (F) FUTURE NO NORMALLY OPEN AB ANCHOR BOLT GEC GROUNDING ELECTRODE CONDUCTOR GND NRTL NATIONAL RECOGNIZED TESTING A/C AIR CONDITIONER GROUND LABORATORY AC ALTERNATING CURRENT GALV GALVANIZED NTS NOT TO SCALE AF AMPERE FRAME GRS GALVANIZED RIGID STEEL OFCI OWNER FURNISHED AFF ABOVE FINISHED FLOOR GFCI GROUND FAULT CIRCUIT INTERRUPTER CONTRACTOR INSTALLED AFG ABOVE FINISHED GRADE HH HANDHOLE OH OVERHEAD AIC AMPERE INTERRUPTING CURRENT HOA HAND -OFF -AUTO PH, 0 PHASE AL ALUMINUM HP HORSEPOWER PB PUSHBUTTON AS AMPERE SWITCH HV HIGH VOLTAGE PDU POWER DISTRIBUTION UNIT AT AMPERES TRIP HVAC HEATING, VENTILATION, AIR CONDITIONING PNL PANEL ATS AUTOMATIC TRANSFER SWITCH HZ HERTZ POCC POINT OF COMMON CONNECTION AWG AMERICAN WIRE GAUGE IMC INTERMEDIATE METAL CONDUIT PV PHOTOVOLTAIC BC BARE COPPER ISC INTERRUPTING SHORT CIRCUIT PVC POLYVINYL CHLORIDE BLDG BUILDING IG ISOLATED GROUND BMS BUILDING MANAGEMENT SYSTEM INST INSTANTANEOUS (R) EXISTING TO BE REMOVED C CONDUIT JB JUNCTION BOX (RE) NEW LOCATION OF RELOCATED DEVICE CB CIRCUIT BREAKER KAIC KILO AMPERES INTERRUPTION CAPACITY (RL) EXISTING TO BE RELOCATED CC CENTER TO CENTER KCMIL KILO CIRCULAR MILS SCA SHORT CIRCUIT AVAILABLE CCS1 /CCS2 COMBINED CHARGING SYSTEM TYPE 1 /2 KV KILOVOLTS SEC SECONDARY CHAdeMO CHArge de Move (EV CHARGING STANDARD) KVA KILOVOLT -AMPERES KW KILO WATTS SPECS SPECIFICATIONS CKT CIRCUIT KWH KILO WATT-HOURS STD STANDARD i CENTER LINE LCP LIGHTING CONTROL PANEL STP SHIELDED TWISTED PAIR CLG CEILING LTG LIGHTING SWBD SWITCHBOARD CLR CLEAR MAX MAXIMUM SYM SYMMETRICAL CO CONDUIT ONLY WITH PULL ROPE MCC MOTOR CONTROL CENTER TBD TO BE DETERMINED CONC CONCRETE MCB MAIN CIRCUIT BREAKER TD TIME DELAY CU COPPER MCP MOTOR CIRCUIT PROTECTOR TEL TELEPHONE DB DIRECT BURIAL MFR MANUFACTURER TVSS TRANSIENT VOLTAGE DC DIRECT CURRENT MH MANHOLE SURGE SUPPRESSION DIA DIAMETER MIN MINIMUM TYP TYPICAL DN DOWN MISC MISCELLANEOUS UG UNDERGROUND DP DISTRIBUTION PANEL MLO MAIN LUGS ONLY UL UNDERWRITERS LABORATORIES DWG DRAWING MTD MOUNTED UON UNLESS OTHERWISE NOTED EM EMERGENCY MSB MAIN SWITCHBOARD UPB UNDERGROUND X EGC EQUIPMENT GROUNDING CONDUCTOR MSG MAIN SWITCHGEAR UTP UNSHIELDED TWISTED STED PAIR EMT ELECTRICAL METALLIC TUBING MV MEDIUM VOLTAGE V VOLTS EPO EMERGENCY POWER OFF MVA MEGA VOLT AMPERES VA VOLT-AMPERES EQ EQUIP EQUAL EQUIPMENT (N) NEW VFD VARIABLE FREQUENCY DRIVE EV ELECTRIC VEHICLE N NEUTRAL VFI VACUUM FUSED INTERRUPTER (E) EXISTING NC NORMALLY CLOSED VP VAPORPROOF FA FIRE ALARM NEC NATIONAL ELECTRICAL CODE W WATTS, WIRE FACP FIRE ALARM CONTROL PANEL NIC NOT IN CONTRACT WH WATER HEATER FLA FULL LOAD AMPERES NIL NIGHT LIGHT WP WEATHERPROOF SYMBOLS b � FUSE NO 52 HV CIRCUIT N� TWO WINDING CTs OPEN TERMINALS BREAKER TRANSFORMER W/O POLARITIES FUSED • CONTACTOR AAA^^^A THREE WINDING CTs FUSE W/ ow DRAW OUT HV �/ WuTRANSFORMER W/ POLARITIES CLOSED TERMINALS CIRCUIT BREAKER AAA TWO WINDING CTs = GROUND AAA TRANSFORMER W/ W/ TERMINALS b DRAW OUT \/\1V TERTIARY WINDING PT FUSED u FUSE Z ARRESTER AUTO W/O POLARITIES C CONTACTOR = W/ GROUND /VV\ FUSED SWITCH W SENSOR TRANSFORMER PT T LV BREAKER W/ POLARITIES b b I m CAPACITOR G GENERATOR �� P� HOOK SWITCH FUSED I b W TERMINALS CUT OUT RESISTOR NO 900 PT O DRAW OUT LV TERMINALS HP MOTOR DUAL SECONDARY �'o TRANSFER SWITCH 0 BREAKER oho RESISTOR EOO o W/ TERMINALS OM METER 0TESTING BLADE C o SHORTING BLADE X TEST LINK SOLENOID W/ POLARITY 0-v SOLENOID W/0 POLARITY SOLENOID NO TERMINAL W POLARITY SOLENOID NO TERMINAL W/O POLARITY II CONTACT OPEN ,f CONTACT CLOSED ,-I L_„ RELAY "� �" CONTACT OPEN „_I RELAY "�'I�" CONTACT CLOSE R1 RELAY COIL -rlj-lLr HEATER OVERLOAD RELAY WT XFMR XLPE XP 48" 48" 18" 72" 72" 48" WATERTIGHT TRANSFORMER CROSS -LINKED POLYETHYLENE EXPLOSION PROOF < U U* PORTABLE CABLE 17 UTILITY CONNECTION BATTERY N DC TO AC INVERTER CONNECTOR BLD2022-0061 REVISION Mar 28 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT E 0 A 0 wgo RLYMYFR E N G I N E E R S 1101 MARINA VILLAGE PARKWAY# 100 ALAMEDA, CA 94501 510.521.3773 W N Cn m � p rn rn OLL Q� O�0 Z=O �o� cy' w N ol z LLI N N (CI N N 000 Q 00 - O o M It CM � O Zco� 0-Lu w° Qx J U O O Lu m Z Lu Q w z � U � Y Z N M ORIGINAL SIZE 24"X36" SHEET SIZE ARCH "D" 0 %^ 1" PROJECT # 221193 T ELECRICAL NOTES SYMBOLS AND ABBREVIATIONS SHEET NUMBER E-1.0 1 2 3 4 5 1 6 AC WIRE AND CONDUIT SCHEDULE GENERAL NOTES EV CHARGING STATION INTERCONNECTION ELECTRIC VEHICLE SERVICE DESIGN LOAD: 598 KVA AT P01 (30) � 2 DELTA 100KW EV CHARGERS (107 KVA EACH) � � 1 DELTA 350KW POWER CABINET (369 KVA EACH) � DISPENSER AUX LOADS (15 KVA) * CONDUITS ARE MINIMUM REQUIRED SIZES; INSTALLED SIZES MAY BE LARGER, IF USED TO FROM CIRCUIT ID VOLTAGE CURRENT OCP WIRE MATERIAL WIRE INSULATION PARALLEL SETS OF CONDUIT PHASE CONDUCTORS PER CONDUIT NEUTRAL CONDUCTOR PER CONDUIT EGC PER CONDUIT *MIN PVC PER CONDUIT (IN) DISTANCE (FT) % VOLTAGE DROP EV-1 SWBD-EV EV-1 480 129 175 Cu THWN-2 1 (3) #3/0 AWG #3/0 AWG #4 AWG (Cu) 3 50 0.18% EV-2 SWBD-EV EV-2 480 129 175 Cu THWN-2 1 (3) #3/0 AWG #3/0 AWG #4 AWG (Cu) 3 40 0.15% PC-1 SWBD-EV PC-1 480 443 600 Cu THWN-2 2 (3) 300 kcmil N/A #1 AWG (Cu) 3 6 0.02% AUX-1 SWBD-EV AUX-1 480 18 30 Cu THWN-2 1 (3) #8 AWG #8 AWG #8 AWG (Cu) 1 8 0.04% EV-3 AUX-1 AUX-D 120 16 20 Cu THWN-2 1 (1) #12 AWG #12 AWG #12 AWG (Cu) 1 28 1.49% DC WIRE AND CONDUIT SCHEDULE * CONDUITS ARE MINIMUM REQUIRED SIZES; INSTALLED SIZES MAY BE LARGER, IF USED PARALLEL ADDITIONAL WIRE WIRE SETS OF CONDUCTORS PER CONDUCTOR *MIN PVC PER % VOLTAGE TO FROM CIRCUIT ID VOLTAGE CURRENT OCP MATERIAL INSULATION CONDUIT CONDUIT PER CONDUIT EGC PER CONDUIT CONDUIT (IN) DISTANCE (FT) DROP EV-3 PC-1 EV-3 1000 540 BY MFR Cu XHHW-2 4 (2) 350 kcmil N/A #1 AWG (Cu) 3 28 0.03% COMMUNICATIONS CABLE AND CONDUIT SCHEDULE CIRCUIT ID CABLE MIN PVC (IN) DISTANCE (FT) COM (1) FIBER OPTIC CABLE PER DELTA SPECIFICATIONS 1 28 FEEDER NOTES: 1. ALL DC CONDUCTORS SHALL BE COPPER WITH 1000V XHHW-2 INSULATION, UNLESS OTHERWISE NOTED. 2. CONDUIT SIZES SHOWN ARE MINIMUM REQUIRED, INSTALLED SIZES MAY BE LARGER. 1. ALL EQUIPMENT SHALL BE INSTALLED BY CONTRACTOR UNLESS OTHERWISE NOTED. ALL MATERIAL SHALL BE IN NEW CONDITION AND APPROVED BY THE ENGINEER. 2. ALL EQUIPMENT SHALL BE NRTL LISTED. 3. ALL EQUIPMENT WIRING AND GROUNDING METHODS SHALL CONFORM TO THE MANUFACTURER'S RECOMMENDED PRACTICES AND INSTALLATION INSTRUCTIONS. 4. ALL SWITCHBOARDS AND PANELBOARDS SHALL HAVE ARC FLASH WARNING LABELS WITH APPLICABLE INCIDENT ENERGY LEVELS, WORKING DISTANCES, AND REQUIRED PPE IN ACCORDANCE WITH NFPA 70E. 5. EXPOSED NON —CURRENT CARRYING METAL PARTS OF EQUIPMENT AND ENCLOSURES SHALL BE GROUNDED IN ACCORDANCE WITH NEC 250.134 AND 250.136(A). 6. COORDINATE DATE, TIME, AND LENGTH OF ANY REQUIRED FACILITY SHUTDOWNS WITH OWNER PRIOR TO CONSTRUCTION. 7. ALL CONDUCTORS SHALL BE COPPER, UNLESS OTHERWISE NOTED. 8. CONDUITS UNDERGROUND SHALL BE PVC, CONDUITS ABOVE GROUND SHALL BE EMT, AND CONDUITS SUBJECT TO DAMAGE SHALL BE RGS. 9. ALL EQUIPMENT SHALL BE FURNISHED WITH TERMINALS RATED FOR 75°C OR GREATER, LUGS SHALL BE DUAL —RATED FOR COPPER/ALUMINUM CONDUCTORS. ALL ALUMINUM CONDUCTOR TERMINATIONS MUST BE COATED WITH ANTI —OXIDATION COMPOUND IMMEDIATELY AFTER STRIPPING INSULATION. E 10. CONDUIT ROUTING AND EQUIPMENT LOCATIONS ARE DIAGRAMMATIC ONLY, AND SHALL BE COORDINATED TO AVOID INTERFERENCES WITH OTHER D UTILITIES/UNDERGROUND INSTALLATIONS. CONTRACTOR IS RESPONSIBLE FOR FIELD CHECKING AND MAKING ALL NECESSARY OFFSETS AS REQUIRED. 11. NO PART OF THIS DRAWING OR SPECIFICATIONS IS INTENDED TO ALLOW A VIOLATION OF PHYSICAL WORKING SPACE REQUIREMENTS AROUND ELECTRICAL EQUIPMENT AS REQUIRED PER NEC 110.26. 12. INSTALL PULL —BOXES AS REQUIRED PER NEC 314.28. ALL BOXES SHALL BE TRAFFIC RATED WHERE SUBJECT TO VEHICULAR TRAFFIC. MIN ONE (1) FEET OF CONCRETE IS REQUIRED AROUND ALL BOXES. PROVIDE ADDITIONAL PULLBOXES AS REQUIRED TO COMPLY WITH NEC 352.26 & 356.26 •I • PiLYMYF R E N G I N E E R S 1101 MARINA VILLAGE PARKWAY# 100 ALAMEDA, CA 94501 510.521.3773 (N) SWBD—EV > UTILITY METERING MAIN DISC. AND 1200A BUS, 480Y/277V,3�,4W+GND, 65KAIC, NEMA 3R 13. CONTRACTOR SHALL REFER TO G—SERIES SHEETS FOR EXISTING AND W & PULL SECTION DISTRIBUTION SECTION PROPOSED LANDSCAPING. N F 14. CONTRACTOR SHALL HAND DIG AROUND ALL EXISTING UTILITIES UNLESS �^ O /1 OTHERWISE NOTED. m OO 0 CD m M O Q UTILITY 3 METER O Q � 1 4 1200A 175A 175A 600A 30A 0 KEYED NOTES 3P 3P 3P 3P O 5 LSIG 6 O U ^ � 1 UTILITY COMPLIANT METERING COMPARTMENT, METER AND CTs BY UTILITY. 6 O C z z 11 TYP. -=p OAFC (AVAILABLE FAULT CURRENT) IS PENDING FROM UTILITY. N C> C G GND O Q L O LONG, SHORT, INSTANTANEOUS, GROUND FAULT EQUIPPED BREAKER PER NEC w 230.95. AFC #3/0 CU. N SEE UTILITY DESIG v v GIN -D_T I I UTILITY SERVICE F EV-3 9 10 ONE -LINE DIAGRAM SCALE: NTS APPROVED EQUAL NEMA 3R 20A 1P AUX—D 60A 3P AUX-1 RISE 480D:208Y/12OV, NEMA 3R PANEL AUX-1 100A, 208Y/120V,30,4W+GND, 18KAIC, NEMA 3R 20A 1P SPARE OREFER TO COORDINATION STUDY FOR OCPD TRIP SETTINGS. OMAIN BREAKER IS REQUIRED TO INCLUDE MAINTENANCE MODE FOR ARC ENERGY REDUCTION IN ACCORDANCE WITH NEC 240.87 OALL OVERCURRENT PROTECTION DEVICES WILL HAVE THE SAME FAULT CURRENT RATING AS THE RATING OF PANEL, DISCONNECT OR SWITCHGEAR LOCATED WITHIN. DELTA 10OKW EV CHARGER 107 KVA O7 INPUT: 129A 480VAC, 3P/4W OUTPUT: 200A, 50-1000VDC WITH INTEGRATED CCS1/CHADEMO PLUG NEMA 3R DELTA 350KW POWER CABINET O369 KVA 8 INPUT: 443A 480VAC, 3P/3W OUTPUT: 150-950VDC, 500A MAX B NEMA 3R DELTA 350KW DISPENSER O1000VDC MAX 500A MAX CCS1, 200A MAX CHAdeMO NEMA 3R EACH DISPENSER OUTPUT CABLE HAS FULLY INDEPENDENT INPUT CABLES. TWO POSITIVE INPUT CABLES SHOULD BE CONNECTED FROM POWER CABINET OUTPUT 10 A TO DISPENSER POSITIVE INPUT BUS A, AND TWO POSITIVE INPUT CABLES SHOULD BE CONNECTED FROM POWER CABINET OUTPUT B TO DISPENSER NEGATIVE INPUT BUS B. SIMILAR CONNECTIONS FOR NEGATIVE CABLES. EQUIPMENT PROCUREMENT EQUIPMENT PROVIDED BY EVGO: DELTA POWER CABINETS DELTA DISPENSERS SWITCHBOARD EQUIPMENT PROVIDED BY CONTRACTOR: CABLES CABLE TERMINATIONS A CONDUITS AND FITTINGS UTILITY UNDERGROUND STRUCTURES AND PADS ADDITIONAL EQUIPMENT AS SPECIFIED ON THESE PLANS BLD2022-0061 REVISION Mar 28 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT z w N N (V (CV N N 00 Q 00 O N p M co O z U 0 w w Q J X U 2 p O O w co co x z oz w w Y b No V ORIGINAL SIZE 24"X36" SHEET SIZE ARCH "D" 0 %' 1" PROJECT # 221193 SHEET TITLE ONE -LINE DIAGRAM SHEET NUMBER E-2.0 1 1 2 1 3 1 4 5 0 (N) 350KW HP DELTA EV CHARGER, DETAIL 2/G-103.0 & 5/S-1.0 SEE FEEDER SCHEDULE "EV-3" ON E-2.0 9 N \ � v= LINE, TYP. 0 S / \� w� S / 9y \w O / � O _j O 41 CD co O / O / O <7/ (N) DELTA 10OKW DC CITY CHARGER, TYP. 2 PLCS. (EV-1 & EV-2) DETAIL 1/G-103.0 & 4/S-1.0 ELECTRICAL SITE PLAN SCALE: 1/8"= 1'-0" 0 2' 4' 8' 16' 1/8" = 1'-01, GENERAL NOTES 1. ALL EQUIPMENT SHALL BE INSTALLED BY CONTRACTOR UNLESS OTHERWISE NOTED. ALL MATERIAL SHALL BE IN NEW CONDITION AND APPROVED BY THE ENGINEER. 2. ALL EQUIPMENT SHALL BE NRTL LISTED. 3. ALL EQUIPMENT WIRING AND GROUNDING METHODS SHALL CONFORM TO THE MANUFACTURER'S RECOMMENDED PRACTICES AND INSTALLATION INSTRUCTIONS. 4. ALL SWITCHBOARDS AND PANELBOARDS SHALL HAVE ARC FLASH WARNING LABELS WITH APPLICABLE INCIDENT ENERGY LEVELS, WORKING DISTANCES, AND REQUIRED PPE IN ACCORDANCE WITH NFPA 70E. 5. EXPOSED NON -CURRENT CARRYING METAL PARTS OF EQUIPMENT AND ENCLOSURES SHALL BE GROUNDED IN ACCORDANCE WITH NEC 250.134 AND 250.136(A). 6. COORDINATE DATE, TIME, AND LENGTH OF ANY REQUIRED FACILITY SHUTDOWNS WITH OWNER PRIOR TO CONSTRUCTION. 7. ALL CONDUCTORS SHALL BE COPPER, UNLESS OTHERWISE NOTED. 8. CONDUITS UNDERGROUND SHALL BE PVC, CONDUITS ABOVE GROUND SHALL BE EMT, AND CONDUITS SUBJECT TO DAMAGE SHALL BE RGS. 9. ALL EQUIPMENT SHALL BE FURNISHED WITH TERMINALS RATED FOR 75°C OR GREATER, LUGS SHALL BE DUAL -RATED FOR COPPER/ALUMINUM CONDUCTORS. ALL ALUMINUM CONDUCTOR TERMINATIONS MUST BE COATED WITH ANTI -OXIDATION COMPOUND IMMEDIATELY AFTER STRIPPING INSULATION. 10. CONDUIT ROUTING AND EQUIPMENT LOCATIONS ARE DIAGRAMMATIC ONLY, AND SHALL BE COORDINATED TO AVOID INTERFERENCES WITH OTHER UTILITIES/UNDERGROUND INSTALLATIONS. CONTRACTOR IS RESPONSIBLE FOR FIELD CHECKING AND MAKING ALL NECESSARY OFFSETS AS REQUIRED. 11. NO PART OF THIS DRAWING OR SPECIFICATIONS IS INTENDED TO ALLOW A VIOLATION OF PHYSICAL WORKING SPACE REQUIREMENTS AROUND ELECTRICAL EQUIPMENT AS REQUIRED PER NEC 110.26. 12. INSTALL PULL -BOXES AS REQUIRED PER NEC 314.28. ALL BOXES SHALL BE TRAFFIC RATED WHERE SUBJECT TO VEHICULAR TRAFFIC. MIN ONE (1) FEET OF CONCRETE IS REQUIRED AROUND ALL BOXES. PROVIDE ADDITIONAL PULLBOXES AS REQUIRED TO COMPLY WITH NEC 352.26 & 356.26 13. CONTRACTOR SHALL REFER TO G-SERIES SHEETS FOR EXISTING AND PROPOSED LANDSCAPING. 14. CONTRACTOR SHALL HAND DIG AROUND ALL EXISTING UTILITIES UNLESS OTHERWISE NOTED. LEGEND — — — — — — — — (N) UNDERGROUND DC CABLE IN CONDUIT D�UMENT NooT z x npoPoo ' iZ�5�1 Ful (N) UNDERGROUND AC CABLE IN CONDUIT (N) AUX POWER TO DISPENSERS IN CONDUIT S OWNER. oICNS oPrvE-INS Eio LP // w< AREA OF WORK 1114 KEY I BLD2022-0061 / REVI ION Mar 28 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT E I 16, 0 '— 'I_YMYFR E N G I N E E R S 1101 MARINA VILLAGE PARKWAY# 100 ALAMEDA, CA 94501 510.521.3773 W N Cn a)� p rn rn OLL Q� O�0 Z=O �o� cy' C) N Z LLI N N N N 1.— (V Q co - O 00 pIt M CM � O z Q co p F LLI LLI Q a- zX O p O w m Z F_ w w z U of Y Z N M 'IT ORIGINAL SIZE 24"X36" SHEET SIZE ARCH "D" 0 y^ 1" PROJECT # 221193 SHEET TITLE ELECTRICAL SITE PLAN SHEET NUMBER E-3.0 1 2 3 0 5 NOTES: IN 15" EVGO 21900 HIGHWAY 99 -EVE EDMONDS, WA 98026 1200 AMP 480Y/277 (877) 494m3833 LASER ENGRAVED PLAQUE WHITE LETTERING ON RED BACKGROUND SITE PLAQUE SCALE: NTS NOTES: 1. PLACE LABEL IN A VISIBLE LOCATION: SWITCHGEAR. 2. RED BACKGROUND, WHITE LETTERING 3. TEXT: MIN. 3/8"AND 1/8" HEIGHT, ALL CAPITAL LETTERS ARIAL OR SIMILAR FONT, NON —BOLD 4. MATERIAL NOTE: ENGRAVED ON OUTDOOR —RATED PLASTIC LAMINATE WITH ADHESIVE BACKING SUITABLE FOR THE ENVIRONMENT. 5. APPLICABLE NEC SECTIONS: NEC 110.9 4" � WARNING MAXIMUM AVAILABLE FAULT CURRENT: N XX.XXX AMPS DATE: 09/27/19 MAXIMUM FAULT CURRENT LABEL SCALE: NTS NOTES: PLACE LABEL IN A VISIBLE LOCATION: SWITCHGEAR 2. RED BACKGROUND, WHITE LETTERING 3. TEXT: MIN. 3/8"AND 1 /8" HEIGHT, ALL CAPITAL LETTERS ARIAL OR SIMILAR FONT, IS,5 NON —BOLD 4. MATERIAL NOTE: ENGRAVED ON OUTDOOR —RATED PLASTIC LAMINATE WITH ADHESIVE BACKING SUITABLE FOR THE ENVIRONMENT. 5. APPLICABLE NEC SECTIONS: NEC 110.22 AS REQUIRED le lie MAIN CIRCUIT BREAKER LABEL SCALE: NTS DANGER! ARC FLASH AND SHOCK HAZARD PRESENT APPROPRIATE PPE REQUIRED ARC FLASH BOUNDARY [xx] ft INCIDENT ENERGY [x.xx] cal/cm2 WORKING DISTANCE [xx] in SHOCK HAZARD EXPOSURE [xxx] VAC INSULATING GLOVE CLASS [xx] SHOCK HAZARD WHEN COVERS REMOVED LIMITED APPROACH BOUNDARY [x.x] ft RESTRICTED APPROACH BOUNDARY [xx] ft EQUIPMENT: [EQUIPMENT ID] CHANGES IN EQUIPMENT SETTINGS OR SYSTEM CONFIGURATION WILL INVALIDATE THE CALCULATED VALUES AND PPE REQUIREMENTS WHICH MAY RESULT IN A HAZARDOUS CONDITION. NOTES: MIN. PPE REQUIREMENTS [ DESCRIPTION ] [ DESCRIPTION ] [ DESCRIPTION ] [ DESCRIPTION ] [ DESCRIPTION ] DATE: [mm-dd-yyyy] 1. "TYPICAL LABEL SHOWN, ARC FLASH LABELS TO BE PROVIDED FOR ALL ELECTRICAL EQUIPMENT INCLUDING, SWITCHGEAR, PANELBOARDS, AND CHARGING CABINETS. 2. 4%4" LABEL MAY BE USED AS AN ALTERNATE 3. "WARNING" HEADING FOR INCIDENT ENERGY < 40 CAL/CM2 "DANGER" HEADING FOR INCIDENT ENERGY > 40 CAL/CM2 4. VALUES IN BRACKETS WILL BE UPDATED ACCORDING TOT HE RESULTS OF THE ARC FLASH HAZARD ANALYSIS. 5. PLACE LABEL ON EQUIPMENT DESIGNATED IN THE ARC FLASH HAZARD ANALYSIS. 6. LABELS SHALL BE PROVIDED IN PDF FORMAT TO CONTRACTOR 7. MATERIAL: WEATHER AND UV RESISTANT VINYL WITH DURABLE ADHESIVE SUITABLE FOR THE ENVIRONMENT. 8. APPLICABLE NEC SECTIONS: NEC 110.16 5 ARC FLASH HAZARD LABEL -I SCALE: NTS 1. PLACE LABEL ON FRONT OF EQUIPMENT IN VISIBLE LOCATION: EV CHARGER CABINETS, SWITCHBOARDS, PANELS, AND METERING ENCLOSURES. 2. BLACK BACKGROUND, WHITE LETTERING 3. TEXT: MIN. 1/2" HEIGHT, ALL CAPITAL LETTERS ARIAL OR SIMILAR FONT, NON —BOLD 4. MATERIAL NOTE: ENGRAVED ON OUTDOOR —RATED PLASTIC LAMINATE WITH ADHESIVE BACKING SUITABLE FOR THE ENVIRONMENT. 5. APPLICABLE NEC SECTIONS: NEC 408.4(B) AS REQUIRED EQUIPMENT ID Ilk I POWER SUPPLIED FROM: SOURCE OF POWER ALL SWITCHBOARDS AND PANELBOARDS SUPPLIED BY A FEEDER SHALL BE MARKED TO INDICATE THE NAME OF THE EQUIPMENT AND SOURCE OF SUPPLY. REFER TO SINGLE LINE DIAGRAM FOR IDENTIFICATION OF ALL EQUIPMENT AND ASSOCIATED SOURCE OF SUPPLY. EQUIPMENT IDENTIFICATION LABEL SCALE: NITS BLD2022-0061 REVISION Mar 28 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT E 0 10, 0 19 Allf 0 E 40 RLYMYER E N G I N E E R S 1101 MARINA VILLAGE PARKWAY # 100 ALAMEDA, CA 94501 510.521.3773 W N (n ' m o 00 p rn rn OLL Q� O(D 0 Z=O �o� cy) w N z Lu N N N N N N C Q 00 � o N 0 - 't M M O z J 0- I- 0 W Lu J X z < Ww 0 U 0 m z w w z of _<j U of Y 0 N M ORIGINAL SIZE 24"X36" SHEET SIZE ARCH "D" 0 %^ 1" PROJECT # 221193 SHEET TITLE WARNING SIGNS SHEET NUMBER E-6.0 1 2 3 4 5 6 0 E,Vgo -1-11 t vc-m- E DELTA 10OKW DC CITY CHARGER DELTA POWER CABINET -ir"��1Xs. DELTA HP DISPENSER ------------------ A&ELTe BLYMYFR 0 0 0 o E N G I N E E R S 1101 MARINA VILLAGE PARKWAY # 100 pj ------------------ ----------------- ALAMEDA, CA 94501 510.521.3773 ------------------ SAM�A' 4� of wAs�G ------------------ D 21014186 OAF �Un'AL GRADE GRADE GRADE W \\ \\ \ \ \\ \\ \\ Cn 00 (1) AC CONDUIT FROM (2) AC CONDUITS FROM (4) DC CONDUITS TO (4) DC CONDUITS FROM Q SWBD-EV SWBD-EV DISPENSER POWER CABINET OO COM CONDUIT FROM COM CONDUIT FROM LL POWER CABINET POWER CABINET U^ O = v, 120VAC AUX POWER U V Q FROM AUX PANEL C 7 7 L LO c G 0 0 ('lDISPENSER CONDUIT ENTRY DETAIL 2 DELTA HP CABINET AND DISPENSER CONDUIT ENTRY DETAIL W �OO SCALE: 1" = V-0" -100. SCALE: 1" = 1'-0" B ORIGINAL SIZE 24"X36" SHEET SIZE ARCH "D" 0 %^ 1" APROJECT # 221193 SHEET TITLE ELECTRICAL REVISION DETAILS 3 PANEL SCHEDULE Mar 28 2023 J2.0SCALE: NTS BLD2022-0061 CITY OFEDMONDS DEVELOPMENT SERVICES SHEET NUMBER DEPARTMENT E-7.0 SWITCHBOARD SWBD-EN' DESIGNATION FEEDER IDENT. h�'A CB A1IPS Cir No. Cir No. CB AMPS KVA FE1�ER IDINT. DESIGNATION ENT-1 " " EV-1 35.67 35.67 35.67 175; 3P 1 3 5 A B 2 4 C 6 175/3P 35.67 35.67 35.67 EV-2 EV 2 "pr PC-1 " " PC-1 123.00 123.00 123.00 600/3P tv 7 9 11 A B 8 10 C 12 30/3P 11 11 5.00 5.00 5.00 AUX-1 AUX-1 " " 13 15 17 A B 14 f 16 C 18 19 21 23 A B 20 22 C 24 25 27 29 A B 26 28 C 30 31 33 35 A B 32 34 C �6 CONNECTED[KVA] 598.0 SYSTEMVOLTAGE: CONNECTED: MAX C O NNECTID: MTG: SOURCE: KAIC RATING: TO TALS 480 /277V, 4W +GND 598.0 KVA 719.31 AMPS PAD UTILITYXFMR 65.00 PHASEA PHASEB PHAS E C 19934 199.34 199.34 TYPE: NEMA 3R MAIN OCP [AMPS]: 1200 100%RATID: BUS [AMPS]: 1200 P/N GND H z W N N N CV N N co Q O z � J � � � O Lu w Q J X Z Q � �w � U O m � � O w � w � U � Y Oz 1 1 2 1 3 4 5 P - � • m��o mmm��o mmm� SWITCHBOARD GENERAL NOTES PRODUCT DESCRIPTION & RATINGS Power System Data 480Y/277V 3Ph 4W 60Hz / 3 Phase Wye Solidly Grounded T-bus T-bus System Short Circuit Current Rating: 65kA RMS 19.5 in 19.5 in Incoming Section 1 Cable Through the Bottom Left of Lineup Bus System Data 1200A Tin/Aluminum & Silver/Copper Main Bus (2) .25x2.00 IN/6x51 mm At Bus Bar Per Phase/Neutral (1) .25x1.50 IN/6x38 mm At Ground Bus &:Denotes Enclosure Data Sealing Screws Type 3R Free Standing e e e e e e e e e e e e e e Exterior Paint Color: ANSI 49 e e e e e e e e e e e e° e Front Accessibility Only Required 9 9 Handling: Rollers Puget Sound Energy (WA) 3 Strip Heater w. Thermostat & Humidistat Interior Lights - Main Section Only Rodent barriers 1.5H Corrosion Resist Base Channels 15 Steel Bottom Closure Plate EUSERC DWG 332, 354 Base channels cannot be removed from EUSERC switchboard line-ups 13 Utility sealing hardware installed for unmetered bus compartments CLIP Estimated Shipping Weight 28.5 Shipping Split 1 1895.00 Ibs / 859.57 kgs CT DWG 322 330 15 Complete Lineup 1895.00 Ids / 859.57 kgs 91.50 [2324] Code Standards EUSERC Terminations DWG 32727, 345, 347, 354 U.L. Deadfront and suitable for use as Service Entrance when not more than six (6) disconnecting means are provided. Rating Nameplates ST1- Deadfront - Section Bus 1200A ST2- Service Entrance - Section Bus 1200A 22.5 E] PRODUCT INFORMATION 000000- 'rn e e e e e e e 36 0 36 36 All wiring to be Machine Tool Wire type II 4.5 Instruction Bulletins Reference 80043-055 For Handling, Installation, - - - - - - - Anchoring, Inspection And Maintenance Information 22.5 9 Product Accessories /O tions Seismic Qualified 1.50T [38] SEC 1 S42 24V Trip Unit Display Power 00 Locally Mounted MMS Switch [1067] _ [1067] SS 1 84.00 [21341 Lineup 84.00 [2134] DUAL DIMENSIONS: INCHES MILLIMETERS F- 39.03 [991 ] .50 3.03 113] 35.50 [77] REAR COVER [902] HANDLES USED ON BAYS WIDER 24 00 1 1.00 THAN 42.00/[1067] [610]�l 'OO 91.50 [2324] 90.00 37.00 [2286] 2.50 r_37*00 [940]- [940] [64] 21.00 1.50 14.25 "" 14.25 "" 35.50 [533] [381 - [362] , [362] [902] 1 12.50 [318] 42.00 -42.00 LEFT SIDE VIEW .75/[19] DIA [1067] [1067] MTG HOLES OFFSET 3.00/[76] TYP NOTE: ALL DEVICES REQUIRING DRILLING OR INSERTION IN MOUNTING PAD FROM SIDE SUCH AS CONDUIT, ANCHORING STUDS, SLEEVE INSERTS, ETC. FLOOR PLAN - FRONT SHOULD BE INSTALLED BEFORE SETTING EQUIPMENT IN PLACE. NOTE: A MINIMUM OF 2.00/[51] JOB NAME: EV o Switchboard Standardization EQUIPMENT DESI1 CLEARANCE BEHIND THE JOB LOCATION: EQUIPMENT TYPE Q2C DRAWING TYPE: SWITCHBOARD IS REQUIRED DRAWN BY: FOR TOP COVER OVERHANG. ENGR: SWITCHBOARD SUBMITTAL SCALE: 1" = 1'-0" REV DESCRIPTION BY DATE - ---- -- -- -- -- - ---- -- -- -- -- - ---- -- -- -- -- - ---- -- -- -- -- - ---- -- -- -- -- i UCT BARRIER- `- M1 1200A Trip NEUTRAL 3P PJ 1200A *'-SENSOR Ammeter Trip Unit LSIG Plug A 1200A INTERIOR - -----------------� LJ 300A 3P 3P 30A BJ - SPACE AND MOUNTING - FOR UTIL LJ 300A 3P 3P 175A JJ CO CT'S N SPD ^-< >^-Aj 3P 20A BJ - -----------------� ^ 3P1 5AA JJ 3/0 - 750 kcmil MPER Pgf E/Cu Cable 4A1 & Neutral Ground Bus per UL891 SECTION 1 SECTION 2 JOB NAME: EV o Switchboard Standardization EQUIPMENT DESIGNATION: 1200A - Puget Sound Ener JOB LOCATION: EQUIPMENT TYPE: QED-2 Switchboard DRAWN BY: Q20 DRAWING TYPE: ONE LINE ENGR, . DATE: November 04 2021 gw.rer Ei.uEi. DRAWING STATUS: QUOTE DWG OQ-2274730-80521739-01 IPG 1 OF 2 REV - DUAL DIMENSIONS: INCHES MILLIMETERS REV DESCRIPTION BY DATE - ---- -- -- -- -- - ---- -- -- -- -- JOB NAME: EV o Switchboard Standardization EQUIPMENT DESIGNATION: 1200A - Puget Sound Ener JOB LOCATION: EQUIPMENT TYPE: QED-2 Switchboard DRAWN BY: Q2C DRAWING TYPE: SCHEDULE ENGR: �• DATE: November 04 2021 qr w.rs.E Ei.. DRAWING STATUS: QUOTE Dwc OQ-2274730-80521739-01 PG 2 OF 2 REV - POWER STYLE QED-2 SWITCHBOARD SECT NO CKT NO �GMD CONFIG DEVICE/FRAME RATING TRIP AMP FUSE/ TRIP #P DESIGNATION N/P LUG/WIRE INFORMATION ACCESSORIES /NOTES Qn, PHASE WIRE RANGE QTY NEUT WIRE RANGE 1 - - Ship Healer _ _ _ _ SHR 1 UCT - 1200A - - - Puget Sound Energy (WA) No 4 3/0 - 750 kcmil 4 3/0 - 750 kcmil 2 - - Ship Healer SHR 2 M 1 FIX PJ 1200A Plug A 1200A A-LSIG 3P No - - _ _ GF PLA MMS TU 2 1 6 in W 600A 300A S-LI 3P No 2 4/0 - 500kcmil 2 4/0 - 500kcmil 2 2 6 in W 600A 300A S-LI 3P No 2 4/0 - 500kcmil 2 4/0 - 500kcmil 2 - 13.5 in 120kA SPD SPD 2 3 4.5 in &I 30A - 3P No 1 #14 - 1/0 AWG 1 #14 - 1/0 AWG 2 4 4.5 in JJ 250A 175A S-LI 3P No 1 3/0 - 350 kcmil 1 3/0 - 350kcmil 2 5 4.5 in &I 20A - 3P No 1 #14 - 1/0 AWG 1 #14 - 1/0 AWG 2 6 4.5 in JJ 250A 175A S-LI 3P No 1 3/0 - 350 kcmil 1 3/0 - 350kcmil LEGEND GF Ground Fault MMS Maintenance Mode Setting Switch PLA Padlock Attachment -Fixed SHR Strip Heater SPD Surge Protection Device TU 24V Trip Unit Display Power BLD2022-0061 REVISION Mar 28 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLYMYFR E C A 6 0 :alce ENGINEER S 1101 MARINA VILLAGE PARKWAY # 100 ALAMEDA, CA 94501 510.521.3773LL W N p rn rn OQ� O�n Z=O �o� °' w N H Z LLJ N N N C��V N N N O Z � J � � � O LLJ LLJ Q J X Z Q � �w 0 U O m � � O w w ORIGINAL SIZE 24"X36" SHEET SIZE ARCH "D" PROJECT # 221193 SHEET TITLE ELECTRICAL DETAILS SHEET NUMBER E-7.1 1 1 2 1 3 1 4 1 5 1 6 DELTA POWER CABINET DELTA DISPENSER 0 DELTA 10OKW DC CITY CHARGER EV - LISTED REBAR CONNECTION TO CONCRETE -ENCASED GROUNDING ELECTRODE E CONCRETE PAD, TYP. ®rv=ire SWITCHBOARD GROUND ROD SWITCHBOARD ASSEMBLY CONNECTION '— SEE DETAIL 3/E-8.0 MANUFACTURER PROVIDED NEUTR L I MECHANICAL EQUIPMENT I N%db, Aii BOND PER NEC 250.90 G Dju E N G I N E E R S Ll GRADE I I GND 1101 MARINA VILLAGE PARKWAY#100 ALAMEDA, CA 94501 510.521.3773 CONCRETE -ENCASED FULL LENGTH NEUTRAL W9 F or (REPRESENTATIVE ONLY) �� G L13-3-3-G-G-G-G-G-___G� GROUNDING ELECTRODE TO XFMR XO I J EQUIPMENT GROUND LUG, TYP. G G G G G G G G G G G G G G G G G G G L G G G G G G G G 9 e EQUIPMENT GROUNDING CONDUITS PER E-2.0, TYP. GROUND WELL WITH 5/8"x8' CONDUCTOR, TYP. wM�N L COPPERCLAD GND ROD Q'ti°� AS SEE DETAIL 6/E-8.0, TYP. 5/8" x 8' GROUND ROD, TYP. y� off, o AT LEAST 6' APART .o D 21014186 SWITCHBOARD GROUNDING PLAN 2 SWITCHBOARD GROUNDING SCHEMATIC - SCALE: NTS - SCALE: NTS PREFABRICATED NOTES: > FINISHED GRADE / / \�/ �\ CONNECTION, 1. ALL WELDED BOND MUST BE INSPECTED w (.0 SEE NOTE 2 PRIOR TO DIRECT BURIAL OR EMBEDDED IN ' (V \\%��% ��\� j��\\� \\ �� CONCRETE. �ODOD O II \ 0-) 00 2. PREFABRICATED CABLE TO REINFORCING BAR v J BONDING ASSEMBLIES BY ERITECH OR 0 0 EQUAL. GRADE O>- Q Z CABLE TO REBAR 0 Q GROUND CONDUCTOR//�//�//�/� _ �„ L (SIZE AS NOTED ON PLAN) CD � ^ N 0 = CABLE TO GROUND ROD p EXOTHERMIC WELD EXOTHERMIC WELD C Z 7 T CONNECTION, TYP. CONNECTION, TYP. III Z 0 UL LISTED O G COMPRESSION GROUND �I O ROD CONNECTOR OR EXOTHERMIC WELD r ` COPPER -CLAD CLAD 1STEEL � 0 GROUND ROD, TYP. v-- w COPPER CLAD GROUND ROD N f`5/8"x8' LONG CABLE TO CABLE NOTE: LISTED CABLE TO CABLE AND CABLE TO GROUND ROD CABLE TO GROUND ROD MECHANICAL CONNECTORS ARE ACCEPTABLE ALTERNATIVES 3 BURIED GROUND ROD 4 WELDED GROUNDING CONNECTION DETAILS z - SCALE: NTS - SCALE: NTS N N N CO w N N Q� �O 00 0 c M GENERAL NOTES M COMPRESSION GROUND TAP C-CONNECTOR CAST IRON COVER 1. REFER TO SINGLE LINE DIAGRAM FOR EQUIPMENT SPECIFICATIONS AND GROUND WIRE CONDUCTOR SIZES. MARKED GROUND ROD B 2. ALL GROUND RODS SHALL MAINTAIN A MINIMUM 6FT SEPARATION. I O - FINISH GRADE 3. THE GROUND WIRE MUST BE A CONTINUOUS WIRE THAT RUNS FROM THE GROUND WIRE �, OUTSIDE GROUND ROD, UNDER THE PAD, TO THE PRIMARY WINDOW, THEN UNDISTURBED SOIL ABOVE THE PAD FROM THE PRIMARY WINDOW, THROUGH THE SECONDARY WINDOW TO THE SECOND GROUND ROD AS SHOWN. EXOTHERMIC WELD OR GROUND LUG TO BE MECHANICALLY - - - - (/' IRREVERSIBLE MECHANICAL 4. CONDUIT ROUTING AND EQUIPMENT LOCATIONS ARE DIAGRAMMATIC ONLY, ATTACHED TO EQUIPMENT CONNECTION, TYP. AND SHALL BE COORDINATED TO AVOID INTERFERENCES WITH OTHER UTILITIES/UNDERGROUND INSTALLATIONS. CONTRACTOR IS RESPONSIBLE FOR BACKFILL FIELD CHECKING AND MAKING ALL NECESSARY OFFSETS AS REQUIRED. z COMPRESSION LUG WITH BOLTED �� ' Q PRECAST GROUND WELL 5. INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST ADOPTED NEC uj Lu o CONNECTION TO VERTICAL SURFACE, 1 1 1 t >L ; AND NESC CODES AND STANDARDS AND SHALL CONFORM WITH INDUSTRY z Q x GROUND CONNECTOR v Q RATED FOR CONDITIONS OF USE. TYP., SEE NOTE 2 ` BEST PRACTICES AND IEEE RECOMMENDATIONS. THE AHJ HAS FINAL U o m �naA_��'7411 v y < y Q yt t— >L 6" DRAIN ROCK JURISDICTIONAL AUTHORITY ON CODE APPLICATION AND COMPLIANCE. j z j o REBAR 1t �� ( v R T H F T � Q �� Y 6 ALL WIRING AND GROUNDING METHODS SHALL CONFORM TO HE STRUCTURAL STEEL 1 1< _1 >L yt L,� MANUFACTURER'S RECOMMENDED PRACTICES. o z 04 CO It GROUND CONDUCTOR, SIZE 7. EXPOSED NON -CURRENT CARRYING METAL PARTS OF ALL EQUIPMENT AND Ili 1i1i >L >L yt 'L- ENCLOSURES SHALL BE GROUNDED IN ACCORDANCE WITH NEC 250.134 AS NOTED ON PLAN, TYP. `� ` v Qv - BARE COPPER WIRE SIZED PER PLANS, TYP. AND 250.136(A). GROUND IN ACCORDANCE WITH LISTING. ORIGINAL SIZE 24"X36" SHEET SIZE ARCH "D" 8. ALL GROUNDING ELECTRODE CONNECTIONS SHALL BE MADE USING GROUND ROD EXOTHERMIC WELD PROCESS, OR UL LISTED IRREVERSIBLE MECHANICAL o Yz' NOTE: 5/8"0 x 8' LONG CU ROD CONNECTORS, SUITABLE FOR ITS USE. A BURNDY HYGROUND FITTING OR SIMILAR 9. EQUIPMENT SIZES SHOWN ARE TYPICAL REFER TO SUBMITTAL DRAWINGS PROJECT# CABLE TO VERTICAL STEEL FOR ACTUAL SIZES. 221193 10. ALL GND CONNECTIONS SHALL BE MADE USING UL LISTED IRREVERSIBLE SHEET TITLE COMPRESSION CONNECTOR OR EXOTHERMIC WELD PROCESS AS 5 GROUNDING CONNECTION DETAILS(6'� APPLICABLE; MECHANICAL GND CONNECTORS CAN BE � D GROUNDING DETAILS GROUND ROD WELL ABOVEGROUND CONNECTIONS. CONTRACTOR TO VERIFY RESISTANCE TO THE - ESTING METHWr 2023 - SCALE: NTS - SCALE: NTS RESISTANCE SHALL N -IBL0250061 CITY OFEDMONDS SHEET NUMBER DEVELOPMENT SERVICES DEPARTMENT E-8.0 1 1 2 1 3 1 4 1 5 1 6 TRENCH NOTES 1. TRENCH BACKFILL SHOULD BE PLACED IN HORIZONTAL LIFTS AND COMPACTED TO 85% RELATIVE COMPACTION, AS EVALUATED BY ASTM D698. 2. COMPACTION MEANS AND METHODS SHALL BE DETERMINED BY TRENCHING CONTRACTOR. 3. TRENCH CONSTRUCTION SHALL COMPLY WITH OSHA REQUIREMENTS. 4. AGGREGATE BASE AND THE UPPER 12" OF SUBGRADE BENEATH PAVEMENT AREAS SHOULD BE COMPACTED TO 95% RELATIVE COMPACTION, AS EVALUATED BY ASTM D698. 5. PROVIDE MIN 12" SEPARATION FROM ANY EXISTING UTILITIES, IF APPLICABLE. 6. SOILS CONSISTING OF ROCKS NO LONGER THAN 0.5" IN DIAMETER SHALL BE CONSIDERED ROCK FREE. 7. CONTRACTOR SHALL HAND DIG AROUND ALL UTILITIES. GENERAL NOTES RESTORE SURFACE FINISH 1. REFER TO SHEET E-8.2: TRENCH RESTORATION DETAILS OF WINCO SPECIFIC TO ORIGINAL CONDITIONS STANDARDS. SAND OR AGGREGATE BACKFILL PER TRENCH NOTES 6" WIDE WARNING DETECTABLE TAPE PVC SCH40 COMMUNICATION CONDUIT PVC SCH40 POWER CONDUIT 3" BED OF SAND OR ROCK FREE NATIVE BACKFILL VARIES 3" MIN. 6" MIN. KEYED NOTES no w 1 OMINIMUM BURIAL DEPTH IS 24" UNDER STREETS, DRIVEWAYS AND PARKING LOTS AND 18" MINIMUM DEPTH UNDER LANDSCAPING AREA < O PER NEC TABLE 300.5. 3" TYP. TYP. 3" MIN. ELECTRICAL TRENCH SCALE: NTS NOTE: INSTALLATION IN GRADE OR PAVED SURFACE COVER WITH STAINLESS BOLTS WITH LABEL "ELECTRICAL" OR "DANGER —HIGH VOLTAGE, FINISHED PAVING GRADE SOIL (TYP.) v NON TRAFFIC RATED BOX, SIZE AS REQUIRED CONDUIT ENTERING BOX FROM THE SIDE, TYP. COMPACT SUBGRADE, SELECT MATERIAL FREE OF STONES 1 /2" OR LARGER, (COMPACTED PER GEOTECHNICAL RECOMMENDATIONS) CONDUIT ENTERING BOX FROM THE BOTTOM, TYP. NON -TRAFFIC RATED PULLBOX < 600V SCALE: NTS CONCRETE COLLAR AROUND BOX 8" STEEL CHECKER COVER WITH STAINLESS BOLTS AND LABEL "ELECTRICAL" OR "DANGER —HIGH VOLTAGE" , :', 4a y a4 ' 4a '' ''t •� q s s y y <, y 4 a , 4a �,''�y `� y a s sa 4 4a 4 4 COMPACT SUBGRADE, SELECT MATERIAL v 4y J FREE OF STONES 4 4y 1 /2" OR LARGER, (95% COMPACTED) t s 4 a a & y 4 a a 4 a y a v4 v 4s a s ay a 4 v 4 a s a a s a a y a a s 4a 4v y v s a a $ 4 4 y v s s a 4a s 4 s s TRAFFIC RATED PULLBOX < 600V SCALE: NTS FINISHED PAVING H/20 TRAFFIC RATED BOX, SIZE AS REQUIRED CONDUIT ENTERING BOX FROM THE SIDE, TYP. GRAVEL BASE (APPROX. 3" TO 6") CONDUIT ENTERING BOX FROM THE BOTTOM, TYP. BLD2022-0061 REVISION Mar 28 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT E x N A 0 EVgo AFAIIIIIAW '— R I _YMYF R E N G I N E E R S 1101 MARINA VILLAGE PARKWAY #100 ALAMEDA, CA 94501 510.521.3773 W N (n ' o p rn rn OQ� LL Oo (D� Z=O �o� rn0 N z w N N N N N N Q co Lf) Q04 o cl) M Z�� Q�� 0 w Lu d J x 0 L) 0 Lu m Z W QU W Z 0� Y z N M ORIGINAL SIZE 24"X36" SHEET SIZE ARCH "D" 0 y^ 1" PROJECT # 221193 SHEET TITLE TRENCH DETAILS SHEET NUMBER E-8.1 1 2 3 0 5 C01 SAWCUTS SHALL BE VERTICAL AND IN STRAIGHT LINES. EMULSIIED ASPHALT GRADE CSS-1 TACK SHALL BE APPLIED TO THE EDGES OF THE MAXIMUM PATCH WIDTH EXISTING PAVEMENT. ALL JOINTS SHALL BE 2' PLUS TRENCH SHALL BE SEALED USING PAVING WIDTH OR 3', WHICHEVER IS ASPHALT AR40OW. GREATER (TYPICAL) HMA: CLASS" OR 1" PG 64-22 z � I o BASE COURSE: CRUSHED GRAVEL PER I ASTM D 2940 WITH ATLEAST 95% PASSING THE 1-1/2" SIEVE AND NOT MORE THAN 12" PASSING THE No. CT 200 SIEVE. BEDDING COURSE: CRUSHED GRAVEL PER ASTM D 2940 EXCEPT WITH 100% 0" OR 1.5' PLUS 1.5 PASSING A 1" SIEVE. TIMES OUTSIDE DIAMETER OF PIPE WHICHEVER IS GREATER NOTES: 1. BEDDING & BASE COURSE SHALL BE COMPACTED IN 6-INCH MAXIMUM LIFTS TO 95% DENSITY BY ASTM D1557. 2. HMA SHALL BE COMPACTED TO 92% DENSITY PER ASTM D 2041. 3. THICKNESS: HMA SHALL BE A MIN. OF 4" THICK (AFTER COMPACTION) AND BASE COURSE SHALL BE A MIN. OF 6" THICK (AFTER COMPACTION) OR MATCH EXISTING THICKNESS, WHICHEVER IS GREATER. 4. IF NECESSARY, REPLACE EXISTING PAVEMENT MARKINGS WITH TWO COATS OF TRAFFIC PAINT WITH 7 MIL DFT PER COAT. MATCH EXISTING COLOR AND THICKNESS. DATE: DETAIL NAME: DETAIL NO.: TRENCH RESTORATION DETAIL win CO 09/30/21 ASPHALT PAVEMENT FOODS TRENCH RESTORATION DETAIL - ASPHALT PAVEMENT SCALE: NTS MAXIMUM PATCH WIDTH SHALL BE 2' PLUS TRENCH WIDTH OR 3', WHICHEVER IS _ GREATER (TYPICAL) S a ° 0 CT I I 0" OR 1.5' PLUS 1. TIMES OUTSIDE DIAMETER OF PIPE WHICHEVER IS GREATER NOTFS- SAWCUTS SHALL BE VERTICAL AND IN STRAIGHT LINES. INCLUDED BUTT JOINT PER WINCO STD DETAIL SD-05. DOWELS NOT REQUIRED FOR PATCH WIDTHS LESS THAN 5 'WIDE. CLASS 4000 CONCRETE BASE COURSE: CRUSHED GRAVEL PER ASTM D 2940 WITH ATLEAST 95% PASSING THE 1-1/2" SIEVE AND NOT MORE THAN 12" PASSING THE No. 200 SIEVE. BEDDING COURSE: CRUSHED GRAVEL PER ASTM D 2940 EXCEPT WITH 100% PASSING A 1" SIEVE. 1. BEDDING & BASE COURSE SHALL BE COMPACTED IN 6-INCH MAXIMUM LIFTS TO 95% DENSITY BY ASTM D1557. 2. THICKNESS: CONCRETE SHALL BE A MIN. OF 6" THICK AND BASE COURSE SHALL BE A MIN. OF 4" THICK (AFTER COMPACTION) OR MATCH EXISTING THICKNESS, WHICHEVER IS GREATER. 3. IF NECESSARY, REPLACE EXISTING PAVEMENT MARKINGS WITH TWO COATS OF TRAFFIC PAINT WITH 7 MIL DFT PER COAT. MATCH EXISTING COLOR AND THICKNESS. DATE: DETAIL NAME: DETAIL NO.: TRENCH RESTORATION DETAIL WinCo 09/30/21 CONCRETE PAVEMENT FOODS TRENCH RESTORATION DETAIL - CONCRETE PAVEMENT SCALE: NTS Excerpts from WinCo Foods LLC Document - SECTION 321216 - ASPHALT PAVING 1.6 DELIVERY, STORAGE, AND HANDLING A. Deliver pavement -marking materials to Project site in original packages with seals unbroken and bearing manufacturer's labels containing brand name and type of material, date of manufacture, and directions for storage. B. Store pavement -marking materials in a clean, dry, protected location within temperature range required by manufacturer. Protect stored materials from direct sunlight. 1.7 PROJECT CONDITIONS B. Pavement -Marking Paint: Proceed with pavement marking only on clean, dry surfaces and at a minimum ambient or surface temperature of 40 deg F for oil -based materials and 55 deg F for water -based materials, and not exceeding 95 deg F. 2.3 AUXILIARY MATERIALS E. Pavement -Marking Paint: Alkyd -resin type, lead and chromate free, ready mixed, complying with AASHTO M 248, [Type N] [Type F] [or] [Type S]; colors complying with FS TT-P-1952. 1. Color: White, Red, International Blue, As indicated. F. Pavement -Marking Paint: MPI #32 Alkyd Traffic Marking Paint. 1. Color: White, Red, or International Blue As indicated. G. Pavement -Marking Paint: Latex, waterborne emulsion, lead and chromate free, ready mixed, complying with FS TT-P-1952, Type II, with drying time of less than 45 minutes. 1. Color: White, Red, or International Blue As indicated. H. Pavement -Marking Paint: MPI #97 Latex Traffic Marking Paint. 1. Color: White, Red or International Blue As indicated. I. Glass Beads: AASHTO M 247, Type 1. 3.14 PAVEMENT MARKING A. Do not apply pavement -marking paint until layout, colors, and placement have been verified with Architect. B. Allow paving to age for 30 days before starting pavement marking. C. Sweep and clean surface to eliminate loose material and dust. D. Apply paint with mechanical equipment to produce pavement markings, of dimensions indicated, with uniform, straight edges. Apply at manufacturer's recommended rates to provide a minimum wet film thickness of 15 mils. 1. Broadcast glass beads uniformly into wet pavement markings at a rate of 6 lb/gal. WINCO FOODS - PAINT SPECIFICATIONS SCALE: NTS BLD2022-0061 REVISION Mar 28 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT E L! Al EVgo Q' .YMYF R E N G I N E E R S 1101 MARINA VILLAGE PARKWAY # 100 ALAMEDA, CA 94501 510.521.3773 W N (n ' rn O co p rn rn OLL Q� O(D0 Z=O �o� rn0 N z w N N N (V CV N co Q � � O CV CM co O z Q I a- O w Q D_ 2 J X 0 Lu 0 0 U w m z O w Q w U Y 0 (V co ORIGINAL SIZE 24"X36" SHEET SIZE ARCH "D" o A 1„ PROJECT# 221193 SHEET TITLE TRENCH RESTORATION DETAILS SHEET NUMBER E-8.2 1 2 3 4 1 5 6 CrChargrr AN I LTA e�EUd : _ 1 EV CHARGING SOLUTION DC Charger / DC City Charger IFeatures • 50kW / 100kW simultaneous charging • Dynamic load distribution optimizes charging service • RFID, credit card and ISO 15118" user identification • OCPP and network connectivity enables system integration • Modular design ensures high availability • IP55 and small footprint provides high adaptability • 94% power efficiency for energy -saving ®0 0 ImQ Highway Parking Service Commercial Fleet Service Station Building AN E LTA A AELTA EV CHARGING SOLUTION DC Charger / High Power Charger 350/200kW Features • High -power charging up to 540A • Dynamic load distribution and simultaneous charging • Modular design to ensure high availability • Power sharing available between two dispensers • OCPP and network connectivity facilitate system integration • High longevity with NEMA 3R enclosure • 95% peak power efficiency for energy saving • Easily upgradable with a future -proof design Hig® S© ff6g Service Station Specifications 1• Description 100 kW Dual Output DC Charger 1 50 kW Dual Output DC Charger Input Rating Power Factor Efficiency 480 Vac, 3-Phase, 50 / 60 Hz, L1, L2, L3, N, PE, 129A 208 Vac, 3-Phase, 50 / 60 Hz, L1, L2, L3, PE, 149A 480 Vac, 3-Phase, 50 / 60 Hz, L1, L2, L3, N, PE, 64A 0.99 at nominal output 94% at nominal output power Output Voltage 50 — 1000 Vdc Output Interface DC output options: CCS1, CHAdeMO DC Output Current 200 A max. 125A max. DC Output Power 100 kW max. 50kW max. Protection Over current, Under voltage, Over voltage, Surge protection, Short circuit, Over temperature, Ground fault EVHU104- 480Vac: SCCR 25kA; EVHU503-, 208Vac: SCCR 50kA Display 7 inch LCD Touch Panel Support Language English (Other languages available upon request) Push Buttons 1 Emergency Stop Button Charge Options Simultaneous charging and configurable dynamic load distribution (dual outputs) User Authentication ISO / IEC 14443 A / B Mifare RFID reader, Credit card reader Network Interface Ethernet, Cellular, WLAN Protocol OCPP1.6-J, upgradable to OCPP2.0 Operating Temperature Operating from -22 OF to +122 OF (-30 °C to +50 °C), derating from +122 OF to 140OF (+50 °C to +60 °C) -40 OF to +176 IF (40 °C to +80 °C) Storage Temperature Humidity Altitude < 95% relative humidity, non -condensing 6,500 ft. (2,000m) Ingress Protection Type 3R Enclosure Protection IK10 according to IEC 62262 Cooling Forced air Charging Cable Length 13 ft. (4 m) (standard) ; 19 ft. (6 m) (optional) ; 25 ft. (7.5 m) (optional) Dimension (W x H x D) 31.5 x 59.1 x 23.2 inch (800 x 1500 x 590 mm) Weight' 772 lb (350 kg) 640 lb (290 kg) Certificate UL2202, UL 2231 CSA C22.2#107.1:2016 EdA CSA C22.2#281.2 Issued: 2012/09/07 Ed:1 Accessory Cable management ' ISO 15118 in plan " Dimension and weight including 4 m charging connectors, subject to variants. Product outlook depends on configuration. Specifications are subject to change without notice. e AELTA DELTA 100KW DC CITY CHARGER SCALE: NTS Specifications - Dispenser Input Rating 120Vac, 1-Phase, 60Hz Input current 8.9A 20A breaker Input breaker • Max Voltage rating 1000Vdc max DC output option: single CCS1, double CCS1 or CCS1/CHAdeMO 540A max. CCS1 (Liquid cooling); 200A max. CHAdeMO Output Interface DC Output Current Over current, Under voltage, Over voltage, Residual current, Protection Surge protection, Short circuit, Over temperature, Ground fault Display 15 inch LCD Panel English (Other languages available upon request) Support Language Push Buttons Emergency Stop Button User Authentication ISO/IEC 14443A/B, NFC Payment: Integrated credit card reader Charge option Simultaneous charging with equal distribution charging Network Interface Ethernet, Cellular Protocol OCPP v1.6-J, upgradable to OCPP v2.0 Operating Temperature Operating at 22•F to +122•F (-30•C to +50•C); Derating at +122•F to +140•F (+50•C to +60•C) Storage Temperature -40'F to +185•F (-40'C to +85•C) Humidity < 95% relative humidity, non -condensing Altitude 13,123 ft. (4,000 m) Ingress Protection IP55/NEMA 3R Enclosure Protection IK10 Cooling Forced air Charging Cable Length 14.76 ft. (4.5m) Dimension (W x H x D) 42.5x 78.7x 19.1 inch (1080 x 2000x 485 mm) Certification' UL 2202, UL 2231 Accessory Cable management "Certification in plan. Dimension and weight excluding plug and connector. Specifications are subject to change without notice. Mechanical 1080 mm 660.. e INELTA DELTA 350KW HIGH POWER CHARGER SCALE: NTS Speed up Urban Life with EV Fast Charging DC City Charger is an ideal solution for high efficiency urban charging service. It supports simultaneous charging output and load distribution to optimize utilization rate of the charging site. DC City Charger is compatible to OCPP which allows further backend system integration like user management, remote control and energy management. Feature Highlights Network Connectivity Ethernet, Cellular, WLAN L� Efficient Charging Service • Simultaneous Charging • Dynamic Load Distribution • 94% Power Efficiency • ISO 15118" Authentication Charging Standard CHAdeMO, CCS1 Protection NEMA 3R, IK10 Pluggable Power Module Application Scenario Charging Network m �111� Highway Service P Parking Lot n Service Station 6 s M Commercial Building s� Fleet Backend Office EV Charging Network Management System Specifications - Power Cabinet ' C s S/'lT Complete System Integration • Network Connectivity • Backend Compatibility • Energy Management User Authentication Credit card, RFID reader, ISO 15118' W-a Optimal Operation • All -Weather Outdoor Design • Low Lifecycle Cost • High Availability Service • OTA Management Applications Energy IManagement Membership Management Site / Building Management Mobile App access for remote control ... and more t •• Input Rating 380-480 Vac Three phase (L1,L2,L3) , 60Hz 380-480 Vac Three phase (L1,L2,L3) , 60Hz Input Current 443A 254A Power Factor <0.99 Current THD Compliant with IEEE 519 Output Voltage 150-950Vdc DC Output Current 540A max DC output power 350kW 200kW Efficiency z 95% @400Vdc, full load; (Peak 95.5%) Over current, Under voltage, Over voltage, Residual current, Protection Surge protection, Short circuit, Over temperature, Ground fault Operating Temperature 22•F to +122•F (-30•C to +50•C) Power derating above +122•F( +50•C) Storage Temperature -40•F to -176•F (40•C to +80•C) Humidity < 95% relative humidity, non -condensing Altitude 6,500 ft. (2,000 m) EMC FCC Part 15-b Class B Ingress Protection IP55/NEMAType 3S Enclosure Protection IK 10 Cooling Force Air Dimension (W x H x D) 39.3 x 78.7 x 31.4 inch ( 1000 x 2000 x 800 mm) Certification' UL 2202, UL2231 "Certification in plan. Mechanical 0,0 Delta Electronics (Americas) Ltd. Delta Electronics Inc. rF T� �� 46101 Fremont Boulevard Fremont, CA94538, U.S.A 3 Tungyuan Road, Chungli Industrial Zone, •.FI ' J TEL : +1 510 668 Taoyuan City 32063, Taiwan 5�G E-mail evcs@deltaww.com TEL +886 3 4526107 More information evcharging.deltaww.com a AELTA 2021 / 04 BLD2022-0061 REVISION Mar 28 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT E C 16 Al BLYMYFR E N G I N E E R S 1101 MARINA VILLAGE PARKWAY # 100 ALAMEDA, CA 94501 510.521.3773 W N p rn rn OQ< LL 3: O�� Z=O �o� °' r) N H Z LU N C\I N !�J N N O Q N 0 M O Z O LU LLI Q J X Z Q O U O LU m Z O W < w IY U IY Y o N ORIGINAL SIZE 24"X36" SHEET SIZE ARCH "D" 0 %^ 1" PROJECT # 221193 SHEET TITLE EQUIPMENT SPECIFICATIONS SHEET NUMBER E-10.0 1 � 2 3 4 5 6 � �~ Adoption Date: February 9, 2021 By: Fire Code Official KNOX BOX STANDARD PURPOSE The intent of this standard is to define the South County Fire Key Access Program and to provide standards for its use and maintenance. SCOPE The Knox Box Program is designed to give authorized South County Fire Department personnel access to keys for the protected occupancy, whether vacant or occupied. This allows South County Fire Department personnel to quickly gain access to buildings during an emergency and prevents damage caused by forcible entry. South County Fire requires a key access system for all occupancies in which there is a fire protection system, such as fire sprinklers, a fire alarm, special protection systems, etc., or where access and other conditions are determined to be delayed or unduly difficult. This is based on the rationale that rapid and efficient emergency operations will benefit the occupant by reducing property damage. Knox brand is the only approved key access system for the South County Fire area of response, including the contracted cities of Brier, Edmonds, Lynnwood, and Mountlake Terrace, along with other areas of Unincorporated Snohomish County. The Knox Box program includes Knox Key Boxes, Knox Padlocks, and Knox Key Switches. In this Standard, the term Knox Box may refer to any of the three types of Knox products listed above. AUTHORITY This Fire Prevention Standard is created and adopted as a regulation under the authority of IFC §104.1. REFERENCES This document references: 1. International Fire Code 2018 edition with Washington State amendments a. Section 503.5, 503.6 b. Section 506 DEFINITIONS FACP — Fire Alarm Control Panel SOUTH COUNTY FIRE — FIRE MARSHAL TEAM 12425 Meridian Avenue South, Everett, WA 98208 • (425) 551-1264 option 8 • Prevention@SouthSnoFire.org SERVING THE CITIES OF • BRIER • EDMONDS • LYNNWOOD • MOUNTLAKE TERRACE The 3200 series boxes are required for most buildings. For buildings requiring a larger number of keys or magnetic cards etc., a 4400 series box may be required. Contact the Fire Marshal's Office with questions (see footnote for contact information). Knox Padlocks Model 3781, 3782 or 3783 Below is a photograph of lock shanks linked together, which is required when multiple locks are needed to assist different users' access. Other model numbers are available depending on the length of shank required. Knox Gate Key Switch Model 3511 South County Fire — Knox Box Standard 2021 Page 4 of 6 SOON CI1N1'1' FIRE KNOX BOX REQUIREMENTS A Knox Box shall be provided at the main entrance of buildings with interior common areas. An additional Knox Box shall be provided at the exterior entrance to the sprinkler riser/fire alarm control panel (FACP) rooms and other locations deemed necessary for building access. Once the Knox boxes are received, it is recommended that the contractor/owner discuss box placement with South County Fire personnel. Typically, boxes are located to the right of the main entrance door and/or Fire Alarm Control Panel/Fire Riser Room door. Boxes will be placed five to six feet (5-6') above finished grade. Building owners should provide the following keys, depending on the requirements determined for the premises, and may include: 1. Main entrance (or Master) 2. Interior access (if no Master) 3. Fire sprinkler riser room/fire alarm control panel access 4. Electrical, mechanical, and elevator rooms 5. Fire alarm control panel/fire pull stations 6. Electronic/magnetic key cards On multiple -storied and larger buildings, additional keys may be necessary, for instance, providing roof hatch access or sets of keys for multiple firefighting crews. All Knox equipment shall be installed before a Certificate of Occupancy is issued for new construction. Existing occupancies that are undergoing fire protection system upgrades, modifications, or tenant improvements that have legacy key boxes commonly found in Edmonds, Mountlake Terrace, and Lynnwood shall be required to replace them with Knox products. Building owners will ensure that access equipment is maintained and contact South County Fire Marshal's office where the building door locks are re -keyed or conditions for emergency access are modified. AUTOMATICALLY OPERATED GATES IMPEDING FIRE DEPARTMENT ACCESS Occupancies with automatic gates that obstruct fire apparatus access roads must meet the following requirements/design: 1. Must have an automatic opening feature activated by Opticom or compatible or other approved receivers that override all other opening systems. 2. Must also have an approved Knox Key Switch Model 3511, which will be located on the entrance side of the gate. 3. Must have battery back-up or be designed with a fail-safe mode allowing the gate to be pushed open without the use of special knowledge or equipment or default to the open position. South County Fire — Knox Box Standard 2021 Page 2 of 6 SOUTH COUNTY FIRE KNOX BOX STANDARD SCALE: NTS I�Y�[ SOON CIII FIRE FDC Locks Model 5001 for 4" Storz FDC Fittings Model 3110 for 2.5" Threaded FDC Fittings Knox Remote Power Box - Model: 4505 Power Disconnect for Emergency Generators and Electric Vehicle Charging Stations South County Fire — Knox Box Standard 2021 Page 5 of 6 MANUALLY OPERATED GATES IMPEDING FIRE DEPARTMENT ACCESS: In all occupancies, where approved, manually operated gates and barriers shall utilize Knox Padlocks Model 3781, 3782 or 3783. Approval is provided normally where conditions are such that delays in gate opening are not deemed as a priority for access urgency. Locks will need to be linked together so multiple locks will work in one application. (See example photo on following page). FIRE DEPARTMENT CONNCTIONS (FDC) ACCESS Locking FDC caps are required for new construction, and existing construction where problems of theft and vandalism are occurring, on a case by case basis. Contact the South County Fire Prevention Office for more information. AUTHORIZED/REQUIRED PRODUCTS TO BE PURCHASED. Knox Boxes Hinged doors are required. Tamper switches are not required. South County Fire's required Knox boxes include the 3200 Series. There are 3 colors to choose from along with the installation option of recess vs surface mount. Choices for the 3200 series include: Model 3261-KnoxBox 3200, Surface Mount, Hinged Door, Black Model 3263-KnoxBox 3200, Surface Mount, Hinged Door, Aluminum Model 3265-KnoxBox 3200, Surface Mount, Hinged Door, Dark Bronze Model 3270-KnoxBox 3200, Recess Mount, Hinged Door, Black Model 3272-KnoxBox 3200, Recess Mount, Hinged Door, Aluminum Model 3274-KnoxBox 3200, Recess Mount, Hinged Door, Dark Bronze 1 -- ��h i 3 seep 5' wide KnoxBoxOO 3200 Standard Capacity 9 South County Fire — Knox Box Standard 2021 S11TN COUNTY FIRE ORDERING INSTRUCTIONS KnoxVaultO 4400 Maximum Capacity e Page 3 of 6 1. Type this URL into your browser www.knoxbox.com/4043 2. Then Scroll down to products 3. Select your Products 4. Fill out Information and Submit 5. South County Fire Marshal's office will receive an email for final approval prior to allowing completion of the purchase. 6. Finish the purchase of the approved product. 7. When products arrive, install them at locations noted previously on your approved drawings or in this standard. Please call if you have questions (see footnote for contact information). 8. Once installed, call the South County Fire Marshal's office to verify and a Fire Marshal will secure the box with your keys inside (see footnote for contact information). SOUTH COUNTY FIRE — FIRE MARSHAL TEAM 12425 Meridian Avenue South, Everett, WA 98208 • (425) 551-1264 option 8 • Prevention@soudhsnofire.org SERVING THE CITIES OF • BRIER • EDMONDS • LYNNWOOD • MOUNTLAKE TERRACE South County Fire — Knox Box Standard 2021 Page 6 of 6 SION S H E Ear 2 2023 B L D 022 CITY OF E MONDS 4 E C To 0 'I_YMYFR E N G I N E E R S 1101 MARINA VILLAGE PARKWAY# 100 ALAMEDA, CA 94501 510.521.3773 W N p OQ� LL Oho Z=O �o� w N z w N N ((NN N N N e0 u7 O N (M 0 Z J U O w w QJ X U 2 O O w CO Z O w � w lY U tY Y Z N M7-F] ORIGINAL SIZE 24"X36° SHEET SIZE ARCH "D" 0 y„ 1" PROJECT # 221193 SHEET TITLE EQUIPMENT SPECIFICATIONS SHEET NUMBER E-10.1 1 2 1 3 COMBO. MASTER PADLOCK MODEL #: 175 HIGHLY VISIBLE B REFLECTIVE TAPE, TYP. REFLECTIVE TAPE, TYP. A _ to EVE BOLLARD CAP 3Y2 0 4Y20 HDPE SLEEVE 4"0 STL. SCH. 40 PIPE, (PROVIDED BY EVgo) CONCRETE -FILLED WITH BLUE OR of GREEN PLASTIC BOLLARD SLEEVE WITH REFLECTIVE TAPE. SLEEVE 4"0 STL. SCH. 40 PIPE PROVIDED BY EVgo PER EVgo DESIGN STANDARDS 0 EVE ODEL 0E 001 GRADE A EVE BOLLARD CAP a l l = a l I SCALE: NTS 11 III -III III- I I I -' I'LLM -III 11' III III I I I I III - III III-1 III-1 1=1 -ITI-III I I II I I III I I I 1 I_ -ITI ITI IN- 1 1 1 1-1 1 1 1 I I I- III -I1 1 1-1 1 I 1=1 1-- ° 11=I H- I- H 1 1 I- I-1 1-1 I= -di-IT 1 1 ° I I 11-1 1 1 I I I I I I- ITI III=1 1=1 - 1=1 I I° ITI 1 1 11 1 1- 1=1 1=11 I=1 1=1 1=1 1 11 II 1 n 1 - -11 1 1-I I- -1TI= a 11=1 1=ITI T ITI 11 - -1 1=I ITI-I 1 1- a I I° 11=1TH H 1=1TI T- O I =1 1=1=11=11II I II I-1I T ITI i -I -ITI-� - 1=1 1 1 I HT -I I 11 - =1 1=I 1=1 1= 11-ITI1 1-1 1- o - I I 11=1 11I - L1=11 I I 1=1 1 I I a 11 ITI T 1-� I Z 1 1T1 IT ITI i -1I -III-1-III- -ITI �= I I °=1TIITII O - I I I 1 11 I I a I I III -III I -I � 11 I I a I 1 11 I I I o _TI=III= 111 1=III- i- z _ -III III= I I 11=III-III; ;� IIIIIIIIIIIIIIII I I 11111 1ITI11,' IIIIII IIIIII I I 11=111=T 5"0 PVC SCH. 80 PIPE =Ti=1T1 I I TI=1T1- -=1 =111 I 111=1 11=� 1T1=1TI- 2)/2"„ -11 III= a a1 11=� _I 1= I I a Ti=Ti I I I i I-ITI- -I -1Ti 111=1 T 11 III- I IT 1-� I- 1= I I 11=1T1=1 I111- I 1Ti ° ITi-1Ti- II=III= II-lil=1 II III= 11-III-1 EVE BOLLARD CAP - BRACKET - -_ .>- J a I 1-1 1- -- � J a ITi-Ti= B IIIIII II-I1I- II -III= a 11=1I1= 11-1 1 l SCALE: NTS =1 1= III -III III III=1 I- l l-III- III=1 f I=1 11= I I=1 11=1 11-1 11=1 11- 11=1 I I- 11 11' 11 11 I'' _I 11 =1 1=1 1 -IIII-III 11 1- -1 1= 11 11 1-1 1 ' i=1 I I I II IIIII I I I III- i-1 I I 1 1 I I I- i� =1 l T T NOTES 1. PRODUCT DETAILS: EVE LOCKING BOLLARD CAP, 1'-3" 1'-3" PART NUMBER: 00001 FIXED 4" DIA FIXED. BOLLARD DETAIL SCALE: 3/4" = V-0" Y"o x 3%" EMB SIMPSON STRONG STAINLESS STEEL Al' TYP. ^c CONDUIT ENTR) DETAIL 1 /E-7.0 REF: DELTA DC CITY CHARGEF CONCRETE PAD 2 4" DIA. REMOVABLE BOLLARD DETAIL G-100J SCALE: 3/4" = V-0" (ABLE BOLLARD, TYP. 2 SEE G-103.0 FOR SPACING waTAlmkor DELTA CITY CHARGER CONCRETE PAD PLAN SCALE: 1" = 1'-O" CONCRETE PAD SECTION SCALE: 1" = 1'-O" CONCRETE PAD Y2"O x 3%" EMBEDMEN SIMPSON STRONG BOLT STAINLESS STEEL ANCHOR'. TYP. 4 PLC' 4 5 1 6 CONCRETE NOTES 1. ALL CONCRETE WORK SHALL COMPLY WITH ACI 301 & 318 LATEST EDITION. 2. ALL SLAB ON GRADE WORK SHALL BE DONE IN ACCORDANCE WITH ACI 302.IR. 3. CONCRETE SHALL BE: 2,500 psi @ 28 DAY COMPRESSIVE STRENGTH, TYPE I/TYPE II CONCRETE 4. MAXIMUM SLUMP 4". WATER TO CEMENT RATIO: FROM .47 TO .53 5. AGGREGATE GRADATION AND QUALITY SHALL BE IN ACCORDANCE WITH ACI 302-IR. 6. REINFORCEMENT SHALL BE ASTM A615 GR60. 3" THICK. ?AY 7. MINIMUM CONCRETE COVER SHALL BE 3" TO EARTH, 1.5" TO SKY. 8. FOR ALL CONCRETE PAVEMENT TRENCH RESTORATION SEE DETAIL 2/E-8.2 SPECIAL INSPECTIONS 3 SIGN POST FOUNDATION G-100 SCALE: 3/4" = V-0" 5'-0" FRONT OLLARD, TYP. 2 SEE G-103.0 FOR SPACING 5 DELTA 350KW CHARGER CONCRETE PAD PLAN G-100 J SCALE: 1" = V-0" CONCRETE PAD SECTION SCALE: 1" = 1'-O" 1. ANCHOR ELECTRICAL EQUIPMENT WITH SIMPSON STRONG BOLT 2 STAINLESS STEEL ANCHOR BOLTS, OR APPROVED EQUAL. INSTALLATION AND SPECIAL INSPECTION PER SECTION 4.3 AND 4.4 OF ICC REPORT ESR-3037. ANCHOR BOLT INSTALLATION TORQUE: 3/8"0 - 30 LB. -FT. TORQUE 1/2"0 - 60 LB. -FT. TORQUE 5/8"0 - 90 LB. -FT. TORQUE BLD2022-0061 REVISION Mar 28 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT E I A 0 'AWA " r '- 'I_YMYFR E N G I N E E R S 1101 MARINA VILLAGE PARKWAY# 100 ALAMEDA, CA 94501 510.521.3773 W N Cn a)� p rn rn OLL Q� O�0 Z=O �o� cy' w N z w N N N N H N 000 Q O 0 M CM � O z F- F O w w Q In X O U O 0 O w m Z LU F- W z U of Y z N cn ORIGINAL SIZE 24"X36" SHEET SIZE ARCH "D" 0 y^ 1" PROJECT # 221193 SHEET TITLE STRUCTURAL DETAILS SHEET NUMBER S-1.0 1 2 3 4 5 1 6 CONCRETE NOTES Y2" DIA. SIMPSON STRONG BOLT 2 STAINLESS STEEL ANCHORS /-- 3Y MIN. EMBEDMENT OR ENGINEER APPROVED EQUAL. (4 PER UNIT) REF: DELTA —\ v POWER CABINET 4" 2'-7" 4" 8" SWBD (8) 9/8" DIA. SIMPSON STRONG BOLT 2 STAINLESS STEEL ANCHORS A8" MIN. EMBEDMENT OR ENGINEER APPROVED EQUAL. SWBD 1. ALL CONCRETE WORK SHALL COMPLY WITH ACI 301 & 318 LATEST EDITION. 2. ALL SLAB ON GRADE WORK SHALL BE DONE IN ACCORDANCE WITH ACI 302.I1R. 3. CONCRETE SHALL BE: 2,500 psi @ 28 DAY COMPRESSIVE STRENGTH, TYPE I/TYPE II CONCRETE 4. MAXIMUM SLUMP 4". WATER TO CEMENT RATIO: FROM .47 TO .53 5. AGGREGATE GRADATION AND QUALITY SHALL BE IN ACCORDANCE WITH ACI 302-IR. 6. REINFORCEMENT SHALL BE ASTM A615 GR60. 7. MINIMUM CONCRETE COVER SHALL BE 3" TO EARTH, 1.5" TO SKY. 8. FOR ALL CONCRETE PAVEMENT TRENCH RESTORATION SEE DETAIL 2/E-8.2 SPECIAL INSPECTIONS E 1. ANCHOR ELECTRICAL EQUIPMENT WITH SIMPSON STRONG BOLT 2 STAINLESS STEEL ANCHOR BOLTS, OR APPROVED EQUAL. INSTALLATION AND SPECIAL INSPECTION PER SECTION 4.3 AND 4.4 OF ICC REPORT ESR-3037. ANCHOR BOLT INSTALLATION TORQUE: 3/8"0 - 30 LB. -FT. TORQUE 1/2"0 - 60 LB. -FT. TORQUE 5/8"0 - 90 LB. -FT. TORQUE D 'AWA " r '— 'I_YMYFR E N G I N E E R S 1101 MARINA VILLAGE PARKWAY# 100 ALAMEDA, CA 94501 510.521.3773 o I I 0 A CD Cfl �2OC — I EQPM I O I N I I 0 o (3) � O Q =oQ�o CABINET L ol 2'-2" r, 4'-1" S-6" 2'-3" O = v! CU CD C) ol 12'-0" C z = Z — O �o5 00 �' w DELTA CABINET AND SWBD-EV CONCRETE PAD PLAN N Cl SCALE: 3/4" = 1'-0" SEE STRUCTURAL SHEET CONCRETE PAD SECTION SCALE: 3/4 = 1'-0" BLD2022-0061 REVISION Mar 28 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 z w N N (CI N N Q � � O N 0 M CM � O z F- coZ) O w w Q X O U O 0 O w m ZWF- LU z U of Y z N M 't ORIGINAL SIZE 24"X36" SHEET SIZE ARCH "D" 0 y^ 1" PROJECT # 221193 SHEET TITLE STRUCTURAL DETAILS SHEET NUMBER S-2.0 1 2 1 3 5 1 6 1\0 �P ,N A(D 0 P'dvtol'� 0 vrn\ut\v ss \ s s \ SS \ s S \ SS \ S s \ SS SS LANDSCAPE PLAN SCALE: 1 /4"= 1'-0" 0 1' 2' 4' 8' 1/4" = 1'-0" PRUNUS LUSITANICA \ SPACED — 6' O.C. CUPRESSOCYPARIS LEYLANDII "MONCAL" SPACED — 8' O.C. —�J PLANTING LEGEND RECCOM BOTANICAL COMMON MATURE SYMBOL MENDED SIZE NAME NAME SIZE SPACING PRUNUS LUSITANICA PORTUGAL 15'Hx10' W 6' O.C. 15-GAL. LAUREL EMERALD CUPRESSOCYPARIS ISLE 25'Hx8'W 8' O.C. 15-GAL LEYLANDII "MONCAL" LEYLAND CYPRESS NOTE: BOTH SHRUBS TO BE PRUNED LOOSLEY TO FORM A NATURAL LOOKING HEDGE. CYPRESS TO BE PRUNED TO PREVENT GROWTH TO FULL HEIGHT AS TO NOT IMPAIR VISIBILITY INTO THE SHOPPING CENTER. BOTH SPECIES ARE EVERGREEN AND FAST GROWING. a AREA OF WORK A llill UE I- BLD2022-0061 REVISION Mar 28 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT E I A IV 0 '— '.YMYFR E N G I N E E R S 1101 MARINA VILLAGE PARKWAY # 100 ALAMEDA, CA 94501 510.521.3773 W N Cn � � p rn rn OLL Q� O�0 Z=O �o� (g' w N z C\l co w CV N CV N CV N Q p N O z cf) 0- w O Q X U O ❑ o O w m z O w Q w U Y o N �, ORIGINAL SIZE 24"X36" SHEET SIZE ARCH "D" 0 %^ 1" PROJECT # 221193 _j SHEET TITLE LANDSCAPE PLAN SHEET NUMBER L-100.0