HomeMy WebLinkAboutP_Final_Construction_Drawings_EVCS_Best Western-Renton_v2_20241204PROJECT INFORMATION
BEST WESTERN PLUS RENTON INN - RENTON, WA
PROJECT DESCRIPTION
CS-1
CODE REVIEWSITE INFORMATION
AERIAL MAPVICINITY MAP
DO NOT SCALE DRAWINGS
1850 MAPLE VALLEY HWY
RENTON, WA 98057
THESE DRAWINGS ARE FORMATTED TO BE FULL SIZE AT 22"x34". CONTRACTOR
SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON THE JOB SITE &
SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES
BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME.
COVER SHEET
SITE NAME:BEST WESTERN PLUS RENTON INN
EVCS PROJECT NUMBER:NA-24-000834
SITE ADDRESS:1850 MAPLE VALLEY HWYRENTON, WA 98057
JURISDICTION:CITY OF RENTON
ZONING CA (COMMERCIAL ARTERIAL)
PARCEL ID:172305-9100
SITE COORDINATES:N47° 29' 0.23" (N47.483397°) (NAD83)
W122° 11' 40.12" (W122.194478°) (NAD83)
GROUND ELEVATION:70.0'± (NAVD88)
PROPERTY OWNER NAME:VIRK HOPSTALITY RENTON, L.L.C.
PROPERTY OWNER ADDRESS:8815 SW SUN PLACE
WILSONVILLE, OR 97070
POWER COMPANY:PUGET SOUND ENERGY
PROJECT MANAGER:JAYSON NARSHALL11800 CLARK STREETARCADIA, CA 91006
ENGINEER CONTACT:RICHARD B. HALL, AIA, NCARB
(425) 806-1869
RHALL@LDCCORP.COM
LICENSE # 8828, WASHINGTON
1.INSTALL (1) UTILITY TRANSFORMER
2.INSTALL (1) SWITCHGEAR ASSEMBLY
3.INSTALL (4) NOODOE DC150P DISPENSERS
4.INSTALL (1) NOODOE AC7LC L2 DISPENSER
SITE
SITE
SCALE: N.T.S.SCALE: N.T.S.
NN
SHEET TITLE
JOB NAME
NA-24-000834
BEST WESTERN PLUS
RENTON INN
1850 MAPLE VALLEY HWY
RENTON, WA 98057
EV CHARGING SOLUTIONS
11800 CLARK STREET
ARCADIA, CA 91006
ap@evcs.com
CHECKED BY: RBH
1 11-11-24 S&S PPK
REV DATE DESCRIPTION BY
RICHARD B. HALL
STATE OF WASHINGTON
8828 REGISTERED
ARCHITECT
2 12-5-24 S&S PPK
ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH
THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING
AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT
CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING CODES:
BUILDING CODE:
ELECTRICAL CODE:
FIRE SAFETY CODE:
USE GROUP:
CONSTRUCTION TYPE:
2021 WASHINGTON STATE BUILDING CODE (AMENDED 2021 IBC)
2023 WASHINGTON STATE ELECTRICAL CODE (AMENDED NFPA 70, 2023)
2021 WASHINGTON FIRE BUILDING CODE (AMENDED 2021 IFC)
U (UTILITY)
IIB
Know what's below.
Call before you dig.
CALL BEFORE YOU DIG
DRAWING INDEX
SHEET NUMBER SHEET TITLE
CS-1 COVER SHEET
GN-1 GENERAL NOTES
GN-2 GENERAL NOTES
A-1 OVERALL SITE PLAN
A-2 SITE PREPARATION PLAN
A-3 PROPOSED LAYOUT
L-1 LANDSCAPE PLAN
L-2 LANDSCAPE PLAN
D-1 CONSTRUCTION DETAILS
D-2 CONSTRUCTION DETAILS
D-3 CONSTRUCTION DETAILS
D-4 CONSTRUCTION DETAILS
E-1 UTILITY PLAN
E-2 ELECTRICAL PLAN
E-3 ONE-LINE DIAGRAM
E-4 ELECTRICAL CONDUIT ELEVATION & DETAILS
E-6 GROUNDING DETAILS
GN-1
GENERAL NOTES
SHEET TITLE
JOB NAME
NA-24-000834
BEST WESTERN PLUS
RENTON INN
1850 MAPLE VALLEY HWY
RENTON, WA 98057
EV CHARGING SOLUTIONS
11800 CLARK STREET
ARCADIA, CA 91006
ap@evcs.com
CHECKED BY: RBH
1 11-11-24 S&S PPK
REV DATE DESCRIPTION BY
RICHARD B. HALL
STATE OF WASHINGTON
8828 REGISTERED
ARCHITECT
2 12-5-24 S&S PPK
GENERAL CONSTRUCTION NOTES ELECTRICAL NOTES GENERAL SITE NOTES
FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY
GENERAL CONTRACTOR: SAI CONSTRUCTION
OWNER: ELECTRIFY AMERICA
1. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS.
2. THE GENERAL CONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE
PROPOSED WORK AND SHALL MAKE PROVISIONS. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING
THEMSELVES WITH ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE
ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE
ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND
ORDINANCES. GENERAL CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES,
RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF WORK.
4. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL
JURISDICTIONAL CODES, ORDINANCES, AND APPLICABLE REGULATIONS.
5.UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR
NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS.
6. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISE NOTED.
DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS THE MINIMUM
REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS
REGARDING THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM
THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY
BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND
PREPARED BY THE ENGINEER PRIOR TO PROCEEDING WITH WORK.
7. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE.
8. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN
ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE ENGINEER PRIOR TO PROCEEDING.
9. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, ADJACENT AREAS AND BUILDING
OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK SHALL CONFORM TO ALL OSHA
REQUIREMENTS AND THE LOCAL JURISDICTION.
10. THE GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER DISCIPLINES.
11. CONSTRUCTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED WORKMAN IN ACCORDANCE WITH
APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE.
12. WORK PREVIOUSLY COMPLETED IS REPRESENTED BY LIGHT SHADED LINES AND NOTES. THE SCOPE OF WORK FOR THIS PROJECT
IS REPRESENTED BY DARK SHADED LINES AND NOTES. CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF ANY
EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION.
13. THE CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 HOURS PRIOR TO COMMENCEMENT
OF WORK.
14. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY
DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER.
15. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION.
16. THE GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND CONTRACTORS TO THE SITE
AND/OR BUILDING.
17. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF CONSTRUCTION UNTIL
JOB COMPLETION.
18. THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL REVISIONS,
ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES.
19. THE CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2-A:10-B:C AND SHALL BE
WITHIN 25 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF WHERE THE WORK IS BEING COMPLETED DURING CONSTRUCTION.
20. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED AT ALL TIMES, AND WHERE
REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY THE ENGINEER. EXTREME
CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. THE
CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS SHALL INCLUDE BUT NOT BE LIMITED TO A) FALL
PROTECTION, B) CONFINED SPACE, C) ELECTRICAL SAFETY, AND D) TRENCHING & EXCAVATION.
22. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE
WORK, SHALL BE REMOVED, CAPPED, PLUGGED OR OTHERWISE DISCONNECTED AT POINTS WHICH WILL NOT INTERFERE WITH
THE EXECUTION OF THE WORK, AS DIRECTED BY THE ENGINEER, AND SUBJECT TO THE APPROVAL OF THE OWNER AND/OR LOCAL
UTILITIES.
23. THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE EQUIPMENT OR DRIVEWAY, SHALL
BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION.
24. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF
REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE FEDERAL AND LOCAL JURISDICTION FOR EROSION
AND SEDIMENT CONTROL.
25. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE
PLACED IN ANY FILL OR EMBANKMENT.
26. THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT STANDARD PROCTOR
DENSITY UNDER PAVEMENT AND STRUCTURES AND 80 PERCENT STANDARD PROCTOR DENSITY IN OPEN SPACE. ALL TRENCHES
IN PUBLIC RIGHT OF WAY SHALL BE BACKFILLED WITH FLOWABLE FILL OR OTHER MATERIAL PRE-APPROVED BY THE LOCAL
JURISDICTION.
27. ALL NECESSARY RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND
DISPOSED OF IN A LAWFUL MANNER.
28. ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, AND OTHER DOCUMENTS SHALL BE
TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION AND PRIOR TO PAYMENT.
29. THE CONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS-BUILT REDLINES TO THE GENERAL CONTRACTOR UPON COMPLETION
OF PROJECT AND PRIOR TO FINAL PAYMENT.
30. THE CONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION.
31. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE, AND IS NOT FOR
HUMAN HABITATION (NO HANDICAP ACCESS REQUIRED).
32. NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED.
33. CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR CONSTRUCTION. IF
CONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY THE GENERAL CONTRACTOR IMMEDIATELY.
34. THE CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS.
35. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/OR DRAWINGS PROVIDED BY THE SITE
OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING
WITH CONSTRUCTION.
1. THE ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ANY/ALL ELECTRICAL WORK INDICATED. ANY/ALL CONSTRUCTION
SHALL BE IN ACCORDANCE WITH DRAWINGS AND ANY/ALL APPLICABLE SPECIFICATIONS. IF ANY PROBLEMS ARE ENCOUNTERED
BY COMPLYING WITH THESE REQUIREMENTS, CONTRACTOR SHALL NOTIFY 'CONSTRUCTION MANAGER' AS SOON AS POSSIBLE,
AFTER THE DISCOVERY OF THE PROBLEMS, AND SHALL NOT PROCEED WITH THAT PORTION OF WORK, UNTIL THE
'CONSTRUCTION MANAGER' HAS DIRECTED THE CORRECTIVE ACTIONS TO BE TAKEN.
2. THE ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE THEMSELVES WITH ANY/ALL CONDITIONS
AFFECTING ELECTRICAL AND COMMUNICATION INSTALLATION AND MAKE PROVISIONS AS TO THE COST THEREOF. THE
CONDITION OF EXISTING ELECTRICAL EQUIP., LIGHT FIXTURES, ETC., THAT ARE PART OF THE FINAL SYSTEM, SHALL BE VERIFIED
BY THE CONTRACTOR, PRIOR TO THE SUBMITTAL OF HIS BID. FAILURE TO COMPLY WITH THIS PARAGRAPH WILL IN NO WAY
RELIEVE CONTRACTOR OF PERFORMING ALL WORK NECESSARY FOR A COMPLETE AND WORKING SYSTEM. 3. ALL WORK SHALL
BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC AND ALL CODES AND LOCAL ORDINANCES OF THE
LOCAL POWER COMPANIES HAVING JURISDICTION AND SHALL INCLUDE BUT NOT BE LIMITED TO:
A. UL - UNDERWRITERS LABORATORIES
B. NEC - NATIONAL ELECTRICAL CODE
C. NEMA - NATIONAL ELECTRICAL MANUFACTURERS ASSOC.
D. OSHA - OCCUPATIONAL SAFETY AND HEALTH ACT
E. SBC - STANDARD BUILDING CODE
F. NFPA - NATIONAL FIRE PROTECTION ASSOCIATION
4. DO NOT SCALE ELECTRICAL DRAWINGS, REFER TO SITE PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF ALL EQUIPMENT,
BUT CONFIRM WITH 'CONSTRUCTION MANAGER' ANY SIZES AND LOCATIONS WHEN NEEDED.
5. EXISTING SERVICES: THE CONTRACTOR SHALL NOT INTERRUPT EXISTING SERVICES WITHOUT WRITTEN PERMISSION OF THE
OWNER.
6. THE CONTRACTOR SHALL PAY FOR ANY/ALL PERMITS, FEES, INSPECTIONS AND TESTING. THE CONTRACTOR IS TO OBTAIN
PERMITS AND APPROVED SUBMITTALS PRIOR TO THE WORK BEGINNING OR ORDERING THE EQUIPMENT.
7. THE TERM "PROVIDE" USED IN CONSTRUCTION DOCUMENTS AND SPECIFICATIONS, INDICATES THAT THE CONTRACTOR SHALL
FURNISH AND INSTALL.
8. THE CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITY COMPANY ANY/ALL REQUIREMENTS SUCH AS THE: LUG SIZE
RESTRICTIONS, CONDUIT ENTRY, SIZE OF TRANSFORMERS, SCHEDULED DOWNTIME FOR THE OWNERS' CONFIRMATION, ETC.
ANY/ALL CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER, PRIOR TO BEGINNING ANY
WORK.
9.CONDUCTORS: CONTRACTOR SHALL USE 98% CONDUCTIVITY COPPER OR ALUMINUM WITH TYPE (THWN-2) INSULATION, 600
VOLT, COLOR CODED UNLESS SPECIFIED DIFFERENTLY ON DRAWINGS.
10. ALL (THWN-2) WIRING INSTALLATIONS TO FOLLOW MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS.
11. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET/DAMP LOCATIONS
AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS.
12. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF THE CONSTRUCTION. CONTRACTOR IS EXPECTED
TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS FOR THE
EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. CONTRACTOR IS TO PROVIDE ALL ELECTRICAL EQUIPMENT UNLESS
OTHERWISE DIRECTED.
13. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS, WORKMANLIKE MANNER. THE
COMPLETED SYSTEM SHALL BE FULLY OPERATIONAL AND SUBJECT TO REGULATORY INSPECTION AND APPROVAL BY
CONSTRUCTION MANAGER.
14. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION.
15. CONTRACTOR SHALL GUARANTEE ANY/ALL MATERIALS AND WORK FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN
ONE YEAR FROM DATE OF ACCEPTANCE.
16. THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ANY ADDITIONAL CHARGE AND SHALL INCLUDE THE
REPLACEMENT OR THE REPAIR OF ANY OTHER PHASE OF THE INSTALLATION, WHICH MAY HAVE BEEN DAMAGED THEREIN.
17. ADEQUATE AND REQUIRED LIABILITY INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LOSS AND ANY/ALL
PROPERTY DAMAGE FOR THE DURATION OF WORK.
18. PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, BOXES, COVER PLATES AND DEVICES FOR ALL OUTLETS AS
INDICATED.
19. TRENCHING AND BACKFILL: THE CONTRACTOR SHALL PROVIDE FOR ALL UNDERGROUND INSTALLED CONDUIT AND/OR CABLES
INCLUDING EXCAVATION AND BACKFILLING AND COMPACTION. REFER TO GENERAL SITE WORK NOTES.
20. MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW AND SHALL APPEAR ON THE
LIST OF U.L. APPROVED ITEMS AND SHALL MEET OR EXCEED THE REQUIREMENTS OF THE NEC, NEMA AND IEEE.
21. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURES CATALOG INFORMATION OF ANY/ALL LIGHTING FIXTURES,
SWITCHES AND ALL OTHER ELECTRICAL ITEMS FOR APPROVAL BY THE CONSTRUCTION MANAGER PRIOR TO INSTALLATION.
22. ANY CUTTING OR PATCHING DEEMED NECESSARY FOR ELECTRICAL WORK IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY
AND SHALL BE INCLUDED IN THE COST FOR WORK AND PERFORMED TO THE SATISFACTION OF THE 'CONSTRUCTION MANAGER'
UPON FINAL ACCEPTANCE.
23. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL PANELS WITH ONLY TYPEWRITTEN DIRECTORIES.
24. IF REQUIRED, DISCONNECT SWITCHES SHALL BE H.P. RATED HEAVY-DUTY, QUICK-MAKE AND QUICK-BREAK ENCLOSURES, AS
REQUIRED BY EXPOSURE TYPE.
25. ALL CONNECTIONS EXCEPT THE EV CHARGE CABLE TERMINATION IN THE CHARGE POST SHALL BE MADE WITH A PROTECTIVE
COATING OF AN ANTI-OXIDE COMPOUND SUCH AS "NOALOX" BY IDEAL INDUSTRIAL INC., COAT ALL WIRE SURFACES BEFORE
CONNECTING. EXPOSED ALUMINUM & COPPER SURFACES, INCLUDING GROUND BARS, SHALL BE TREATED - NO
SUBSTITUTIONS.
26. ALL EXTERIOR AND INTERIOR ABOVE GROUND CONDUIT SHALL BE RIGID UNLESS SPECIFIED OTHERWISE. ALL BURIED
CONDUITS SHALL BE SCH 40 PVC UNLESS SPECIFIED OTHERWISE.
27. RACEWAYS: CONDUIT SHALL BE SCHEDULE 40 PVC, MEETING OR EXCEEDING NEMA TC2 - 1990. THE CONTRACTOR SHALL PLUG
AND CAP EACH END OF SPARE AND EMPTY CONDUITS AND PROVIDE TWO SEPARATE PULL STRINGS - 200 LBS TEST
POLYETHYLENE CORD. ALL CONDUIT BENDS SHALL BE A MINIMUM OF 3 FT. RADIUS. RGS CONDUITS WHEN SPECIFIED, SHALL
MEET UL-6 FOR GALVANIZED STEEL. ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED RIGID CONDUIT. COAT ALL
THREADS WITH 'BRITE ZINC' OR 'GOLD GALV'.
28. SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC.
29. CONNECTORS FOR POWER CONDUCTORS: CONTRACTOR SHALL USE PRESSURE TYPE INSULATED TWIST-ON CONNECTORS
FOR NO. 10 AWG AND SMALLER. USE SOLDERLESS MECHANICAL TERMINAL LUGS FOR NO. 8 AWG AND LARGER.
30. THE CONTRACTOR SHALL PLACE WARNING TAPE AT A DEPTH OF 12" BELOW GROUND AND DIRECTLY ABOVE ELECTRICAL
SERVICE CONDUITS. CAUTION TAPE TO READ "CAUTION BURIED ELECTRIC".
31. WHEN DIRECTIONAL BORING IS REQUIRED, CONTRACTOR SHALL INSTALL A LOOSE TONING WIRE WITHIN INSTALLED CONDUIT
TO ALLOW FOR IDENTIFICATION OF UNDERGROUND CONDUITS.
32. ALL BOLTS SHALL BE STAINLESS STEEL.
33. ALL MATERIALS AND EQUIPMENT SUPPLIED AND INSTALLED BY THE CONTRACTOR SHOULD BE NEW AND UNUSED.
PART 1 - GENERAL
CLEARING, GRUBBING, STRIPPING, EROSION CONTROL, SURVEY, LAYOUT, SUBGRADE PREPARATION AND FINISH GRADING
AS REQUIRED TO COMPLETE THE PROPOSED WORK SHOWN IN THESE PLANS.
1. REFERENCES:
A. LOCAL DOT TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION (CURRENT EDITION)
B. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS).
C. OSHA (OCCUPATION SAFETY AND HEALTH ADMINISTRATION).
2. INSPECTION AND TESTING:
A. GENERAL CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMANCE WITH THE PLANS AND SPECIFICATIONS.
PERFORM INSPECTIONS BEFORE CONCEALING WORK WITH FOLLOW-ON ACTIVITIES (BACKFILL, CONCRETE
POUR, ETC).
3. SITE MAINTENANCE AND PROTECTION:
A. PROVIDE ALL NECESSARY JOB SITE MAINTENANCE FROM COMMENCEMENT OF WORK UNTIL COMPLETION OF THE
CONTRACT.
B. AVOID DAMAGE TO THE SITE AND TO EXISTING FACILITIES, STRUCTURES, TREES, AND SHRUBS DESIGNATED TO
REMAIN. TAKE PROTECTIVE MEASURES TO PREVENT EXISTING FACILITIES THAT ARE NOT DESIGNATED FOR
REMOVAL FROM BEING DAMAGED BY THE WORK.
C. KEEP SITE FREE OF ALL PONDING WATER.
D. PROVIDE EROSION CONTROL MEASURES IN ACCORDANCE WITH STATE DOT, LOCAL PERMITTING AGENCY AND
EPA REQUIREMENTS.
E. PROVIDE AND MAINTAIN ALL TEMPORARY FENCING, BARRICADES, WARNING SIGNALS AND SIMILAR DEVICES
NECESSARY TO PROTECT AGAINST THEFT FROM PROPERTY DURING THE ENTIRE PERIOD OF CONSTRUCTION.
REMOVE ALL SUCH DEVICES UPON COMPLETION OF THE WORK.
F. EXISTING UTILITIES: DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED BY THE OWNER OR
OTHERS, EXCEPT WHEN PERMITTED IN WRITING BY THE CONSTRUCTION MANAGER AND THEN ONLY AFTER
ACCEPTABLE TEMPORARY UTILITY SERVICES HAVE BEEN PROVIDED.
G. PROVIDE A MINIMUM 48-HOUR NOTICE TO THE CONSTRUCTION MANAGER AND RECEIVE WRITTEN NOTICE TO
PROCEED BEFORE INTERRUPTING ANY UTILITY SERVICE.
H. SOD PLANTED IN THE FALL MUST ESTABLISH ITS ROOTS BEFORE THE FIRST WINTER FROST. DETERMINE WHEN
THE FIRST FROST USUALLY OCCURS, AND PLANT THE SOD NO LATER THAN ONE MONTH BEFORE THE FIRST
FROST. IF THE CONSTRUCTION IS FINISHED LATER THAN ONE MONTH BEFORE THE FIRST FROST, USE STRAW
UNTIL SOD CAN BE INSTALLED.
PART 2 - PRODUCTS
1. SUITABLE MATERIAL – SUITABLE MATERIAL ARE TO BE USED FOR GRADING AND BACKFILL. SUITABLE MATERIALS ARE
ON SITE SOILS REMOVED FROM EXCAVATIONS THAT EXCLUDE FROZEN SOIL, ROOTS OR ORGANIC MATERIAL, DEBRIS,
TRASH, REFUSE, OR PARTICLES SIZE GREATER THAN 3-INCH. SUITABLE SOILS HAVE MOISTURE CONTENTS THAT
ALLOW THEM TO BE COMPACTED TO THE SAME DENSITY AS THE NATIVE SOILS.
2. UNSUITABLE MATERIAL – SOILS THAT ARE FROZEN, CONTAIN ROOTS OR ORGANIC MATERIAL, DEBRIS, TRASH,
REFUSE, OR PARTICLES SIZES GREATER THAN 3-INCH. SOILS THAT ARE TOO WET OR TOO DRY TO BE COMPACTED TO
THE SAME DENSITY AS THE NATIVE SOILS ARE UNSUITABLE.
3. GRANULAR BACKFILL – SHALL MEET THE FOLLOWING GRADATION
4. GRANULAR BEDDING – WELL-GRADED SAND MEETING THE GRADATION REQUIREMENT OF ASTM C 33 FINE
AGGREGATE.
5. CONTROLLED LOW STRENGTH MATERIAL (CLSM)– A SELF LEVELING AND SELF COMPACTING CEMENTITIOUS MATERIAL
COMPOSED OF SAND, COARSE AGGREGATE, CEMENT, FLY ASH, WATER AND ADMIXTURES. CLSM SHALL BE
EXCAVATABLE AND SHALL HAVE A DESIGNED UNCONFINED COMPRESSIVE STRENGTH OF BETWEEN 50 TO 100 PSI.
6. BACKFILL – PRODUCTS MEETING THE REQUIREMENTS OF SUITABLE MATERIAL, GRANULAR BEDDING, GRANULAR
BACKFILL OR CLSM.
7. TOPSOIL – SOIL WITH AN ORGANIC CONTENT SUFFICIENT TO ALLOW VEGETATIVE GROWTH.
SIEVE SIZE TOTAL PERCENT PASSING
1 1/2 INCH (37.5 MM)100
NO. 4 (4.75 MM)30 TO 60
NO 200 (0.075 MM)3 TO 15
GN-2
GENERAL NOTES
SHEET TITLE
JOB NAME
NA-24-000834
BEST WESTERN PLUS
RENTON INN
1850 MAPLE VALLEY HWY
RENTON, WA 98057
EV CHARGING SOLUTIONS
11800 CLARK STREET
ARCADIA, CA 91006
ap@evcs.com
CHECKED BY: RBH
1 11-11-24 S&S PPK
REV DATE DESCRIPTION BY
RICHARD B. HALL
STATE OF WASHINGTON
8828 REGISTERED
ARCHITECT
2 12-5-24 S&S PPK
GENERAL SITE NOTES CONT.GENERAL SITE NOTES CONT.
REINFORCED CONCRETE NOTES
GROUNDING NOTES
ANCHORAGE INSTALLATION NOTES
STRUCTURAL STEEL NOTES
REINFORCED CONCRETE NOTES CONT.
FIBER OPTIC NOTES
PART 3 - EXECUTION
1. GENERAL:
A. BEFORE STARTING GENERAL SITE PREPARATION ACTIVITIES, INSTALL EROSION AND SEDIMENT CONTROL MEASURES. THE
WORK AREA SHALL BE CONSTRUCTED AND MAINTAINED IN SUCH CONDITION THAT IN THE EVENT OF RAIN THE SITE WILL BE
DRAINED AT ALL TIMES.
B. BEFORE ALL SURVEY, LAYOUT, STAKING, AND MARKING, ESTABLISH AND MAINTAIN ALL LINES, GRADES, ELEVATIONS AND
BENCHMARKS NEEDED FOR EXECUTION OF THE WORK. CONDUCT UTILITY LOCATE IN ACCORDANCE WITH THE ONE-CALL
NOTIFICATION
C. CLEAR AND GRUB THE AREA WITHIN THE LIMITS OF THE SITE. REMOVE TREES, BRUSH, STUMPS, RUBBISH AND OTHER
DEBRIS AND VEGETATION RESTING ON OR PROTRUDING THROUGH THE SURFACE OF THE SITE AREA TO BE CLEARED.
D. REMOVE THE FOLLOWING MATERIALS TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE ORIGINAL GROUND SURFACE:
ROOTS, STUMPS, AND OTHER DEBRIS, BRUSH, AND REFUSE EMBEDDED IN OR PROTRUDING THROUGH THE GROUND
SURFACE, RAKE, DISK OR PLOW THE AREA TO A DEPTH OF NO LESS THAN 6 INCHES, AND REMOVE TO A DEPTH OF 12
INCHES ALL ROOTS AND OTHER DEBRIS THEREBY EXPOSED.
E. REMOVE TOPSOIL MATERIAL COMPLETELY FROM THE SURFACE UNTIL THE SOIL NO LONGER MEETS THE DEFINITION OF
TOPSOIL. AVOID MIXING TOPSOIL WITH SUBSOIL OR OTHER UNDESIRABLE MATERIALS. SUFFICIENT TOPSOIL MAY BE
STOCKPILED ON SITE FOR USE DURING FINAL SITE GRADING.
F. EXCEPT WHERE EXCAVATION TO GREATER DEPTH IS INDICATED, FILL DEPRESSIONS RESULTING FROM CLEARING,
GRUBBING AND DEMOLITION WORK COMPLETELY WITH SUITABLE MATERIAL.
G. REMOVE FROM THE SITE AND DISPOSE IN AN AUTHORIZED LANDFILL ALL DEBRIS RESULTING FROM CLEARING AND
GRUBBING OPERATIONS. BURNING WILL NOT BE PERMITTED.
H. PRIOR TO EXCAVATING, THOROUGHLY EXAMINE THE AREA TO BE EXCAVATED AND/OR TRENCHED TO VERIFY THE
LOCATIONS OF FEATURES INDICATED ON THE DRAWINGS AND TO ASCERTAIN THE EXISTENCE AND LOCATION OF
ANY STRUCTURE, UNDERGROUND STRUCTURE, OR OTHER ITEM NOT SHOWN THAT MIGHT INTERFERE WITH THE
PROPOSED CONSTRUCTION. NOTIFY THE CONSTRUCTION MANAGER OF ANY OBSTRUCTIONS THAT WILL PREVENT
ACCOMPLISHMENT OF THE WORK AS INDICATED ON THE DRAWINGS.
I. SEPARATE AND STOCK PILE ALL EXCAVATED MATERIALS SUITABLE FOR BACKFILL. ALL EXCESS EXCAVATED AND
UNSUITABLE MATERIALS SHALL BE DISPOSED OF OFF-SITE IN A LEGAL MANNER.
J. DURING EXCAVATION, THE CONTRACTOR SHALL PROVIDE SHORING, SHEETING, AND BRACING AS REQUIRED TO
PREVENT CAVING OR SLOUGHING OF EXCAVATION.
2. BACKFILL:
A. AS SOON AS PRACTICAL, AFTER COMPLETING CONSTRUCTION OF THE RELATED STRUCTURE, INCLUDING
EXPIRATION OF THE SPECIFIED MINIMUM CURING PERIOD FOR CAST-IN-PLACE CONCRETE, BACKFILL THE
EXCAVATION WITH APPROVED MATERIAL TO RESTORE THE REQUIRED FINISHED GRADE.
B. PRIOR TO PLACING BACKFILL AROUND STRUCTURES, ALL FORMS SHALL BE REMOVED AND THE EXCAVATION
CLEANED OF ALL TRASH, DEBRIS, AND UNSUITABLE MATERIALS.
C. DO NOT PLACE FROZEN MATERIAL IN AS BACKFILL.
D. PLACE BACKFILL MATERIAL OR SELECT GRANULAR BACKFILL MATERIAL WHEN REQUIRED IN UNIFORM HORIZONTAL LAYERS
OF NO GREATER THAN 8-INCHES LOOSE THICKNESS AND COMPACT TO THE SAME DENSITY AS NATIVE SOIL. WHERE HAND
OPERATED COMPACTORS ARE USED, THE FILL MATERIAL SHALL BE PLACED IN LIFTS NOT TO EXCEED 4 INCHES IN LOOSE
DEPTH AND COMPACTED.
E. WHENEVER TESTING INDICATES THAT THE CONTRACTOR HAS NOT OBTAINED THE SPECIFIED DENSITY, THE SUCCEEDING
LAYER SHALL NOT BE PLACED UNTIL THE REQUIREMENTS ARE MET UNLESS OTHERWISE AUTHORIZED BY THE
CONSTRUCTION MANAGER. THE CONTRACTOR SHALL TAKE WHATEVER APPROPRIATE ACTION IS NECESSARY, SUCH AS
DRYING, ADDING WATER, OR INCREASING THE COMPACTIVE EFFORT TO MEET THE COMPACTION REQUIREMENTS.
3. TRENCH EXCAVATION:
A. UTILITY TRENCHES SHALL BE EXCAVATED TO THE LINES AND GRADES SHOWN ON THE DRAWINGS OR AS DIRECTED
BY THE GENERAL CONTRACTOR. PROVIDE SHORING, SHEETING AND BRACING AS REQUIRED TO PREVENT CAVING OR
SLOUGHING OF THE TRENCH WALLS.
B. EXTEND THE TRENCH WIDTH A MINIMUM OF 6 INCHES BEYOND THE OUTSIDE EDGE OF THE OUTERMOST CONDUIT.
C. WHEN SOFT YIELDING, OR OTHERWISE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED, EXCAVATE THE REQUIRED
TRENCH TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE REQUIRED ELEVATION, THEN BACKFILL WITH 12" OF
GRANULAR BEDDING MATERIAL.
4. TRENCH BACKFILL:
A. PROVIDE GRANULAR BEDDING MATERIAL OR FLOWABLE FILL IN ACCORDANCE WITH THE DRAWINGS AND THE UTILITY
REQUIREMENTS.
B. NOTIFY THE GENERAL CONTRACTOR 24 HOURS IN ADVANCE OF BACKFILLING.
C. CONDUCT UTILITY CHECK TESTS BEFORE BACKFILLING. BACKFILL AND COMPACT TRENCH BEFORE ACCEPTANCE TESTING.
D. PLACE GRANULAR TRENCH BACKFILL UNIFORMLY ON BOTH SIDES OF THE CONDUITS IN 6-INCH UNCOMPACTED LIFTS UNTIL
12 INCHES OVER THE CONDUITS. SOLIDLY RAM AND TAMP BACKFILL INTO SPACE AROUND CONDUITS.
E. PROTECT CONDUIT FROM LATERAL MOVEMENT, IMPACT DAMAGE, OR UNBALANCED LOADING.
F. ABOVE THE CONDUIT EMBEDMENT ZONE, PLACE AND COMPACT SATISFACTORY BACKFILL MATERIAL IN 8-INCH MAXIMUM
LOOSE THICKNESS LIFTS TO RESTORE THE REQUIRED FINISHED SURFACE GRADE.
G. COMPACT FINAL TRENCH BACKFILL TO A DENSITY EQUAL TO OR GREATER THAN THAT OF THE EXISTING UNDISTURBED
MATERIAL IMMEDIATELY ADJACENT TO THE TRENCH.
5. FINISH GRADING:
A. PERFORM ALL GRADING TO PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES AND SMOOTH, EVEN SURFACE
DRAINAGE OF THE ENTIRE AREA WITHIN THE LIMITS OF CONSTRUCTION. GRADING SHALL BE COMPATIBLE WITH ALL
SURROUNDING TOPOGRAPHY AND STRUCTURES.
B. UTILIZE SATISFACTORY FILL MATERIAL RESULTING FROM THE EXCAVATION WORK IN THE CONSTRUCTION OF FILLS,
EMBANKMENTS AND FOR REPLACEMENT OF REMOVED UNSUITABLE MATERIALS.
C. REPAIR ALL ACCESS ROADS AND SURROUNDING AREAS USED DURING THE COURSE OF THIS WORK TO THEIR ORIGINAL
CONDITION.
6. ASPHALT PAVING ROAD:
A. CONTRACTOR RESPONSIBLE FOR RE-STRIPING AND APPLYING SEALCOATING, UNLESS OTHERWISE NOTED.
B. WASHINGTON DOT STANDARD SPECIFICATION, CURRENT EDITION.
1.DESIGN AND CONSTRUCTION OF ALL CONCRETE ELEMENTS SHALL CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING
APPLICABLE CODES: ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS"; ACI 318, "BUILDING CODE
REQUIREMENTS FOR REINFORCED CONCRETE".
2.DO NOT USE RETEMPERED CONCRETE, OR ADD WATER TO READY-MIX CONCRETE AT THE JOB SITE. MIX DESIGN SHALL BE
APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO PLACING CONCRETE.
3.ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL BE AIR-ENTRAINED AND SHALL HAVE 3000 PSI STRENGTH AT 28
DAYS. ALL CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH ACI 318 CODE REQUIREMENTS.
4.MAXIMUM AGGREGATE SIZE SHALL BE 3/4".
5.THE FOLLOWING MATERIALS SHALL BE USED:
PORTLAND CEMENT:ASTM C 150, TYPE I
REINFORCEMENT:ASTM A 615, GRADE 60
NORMAL WEIGHT AGGREGATE:ASTM C 33
WATER:DRINKABLE
ADMIXTURES:NON-CHLORIDE CONTAINING
6.REINFORCING DETAILS SHALL BE IN ACCORDANCE WITH "DETAILING MANUAL-2004 PUBLICATION SP-66" AND "BUILDING CODE
REQUIREMENTS FOR REINFORCED CONCRETE", ACI-318-08.
7.REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE
FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS
"B"; ALL HOOKS SHALL BE STANDARD, UNO.
7. STAGING:
A. WORK / STAGING AREA TO BE CONFIRMED AT PRE-CONSTRUCTION SITE MEETING AND SURROUNDED BY TEMPORARY
FENCE (SEE DETAIL BELOW) DURING CONSTRUCTION.
B. POSSIBLE LOCATION FOR TEMPORARY DRIVE AISLE CLOSURE DURING CONSTRUCTION.
C. CONTRACTOR TO PROVIDE TEMPORARY SIGNS TO DIRECT TRAFFIC FLOW.
D. SHORT TERM FENCING TO BE PROVIDED OUTSIDE OF TEMPORARY FENCE FOR ANY OPEN TRENCHES LEFT OVER NIGHT OR
UNATTENDED.
E. TEMPORARY FENCE SHALL BE CLOSED AND LOCKED AT ALL TIMES. IF GATE MUST BE OPEN FOR MOVING EQUIPMENT OR
MATERIALS, A SPOTTER SHALL BE PROVIDED TO TO PREVENT UNAUTHORIZED ENTRY.
F. NO EQUIPMENT OR MATERIALS SHALL BE STORED OUTSIDE THE TEMPORARY FENCE FOR ANY AMOUNT OF TIME.
USE CABLE WITH THE FOLLOWING MINIMUM PROPERTIES:
1. HIGH TENSILE STRENGTH >150 LB
2. TIGHT BUFFERED
3.INDOOR / OUTDOOR UV AND MOISTURE RESISTANT “RISER” CABLE
4.CONNECTOR TYPE: ST-ST
5. FIBER TYPE: MULTI-MODE 6-FIBER (3 PAIR) 62.5UM. 6 CONNECTORS ON BOTH ENDS.
6. JACKET: INDOOR/OUTDOOR RISER, BLACK
7. BREAKOUT: SIDE A: INNER END - 24 INCHES WITH 2MM FURCATION
7.A. SIDE B: OUTER END - 24 INCHES - 2MM FURCATION - STAGGERED EVERY 1"
8.WITH PULLING EYE ON SIDE B (OUTER END) AND SPOOL REEL
1. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS, UNLESS NOTED OTHERWISE: WIDE FLANGE
SHAPE: A992, 50KSI ANGLE AND CHANNEL SHAPE: ASTM A36, 36 KSI PLATE: ASTM A36, 36KSI PIPE: ASTM A53 GRADE B, 35 KSI
HSS: ASTM A500 GRADE B, 46KSI
2. HIGH-STRENGTH BOLTS SHALL CONFORM TO ASTM A325: ONE HIGH-STRENGTH BOLT ASSEMBLY SHALL CONSIST OF A HEAVY
HEX STRUCTURAL BOLT, A HEAVY NUT, A HARDENED WASHER CONFORMING TO ASTM F436. THE HARDENED WASHER SHALL
BE INSTALLED AGAINST ELEMENT TURNED IN TIGHTENING. UNLESS NOTED OTHERWISE ON THE DRAWINGS, ALL CONNECTIONS
SHALL BE BEARING TYPE CONNECTIONS.
3.WELDING ELECTRODES SHALL COMPLY WITH AWS D1.1 USING A5.1 OR A5.5 E70XX AND SHALL BE COMPATIBLE WITH THE
WELDING PROCESS SELECTED. WELDERS SHALL BE QUALIFIED AS PRESCRIBED IN AWS D1.1.
4. UNLESS NOTED OTHERWISE ON THE DRAWING, ALL ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 WITH HEAVY
HEXAGONAL NUT.
5. FABRICATE ITEMS OF STRUCTURAL STEEL IN ACCORDANCE WITH AISC SPECIFICATION.
6. ALL EXPOSED STRUCTURAL STEEL AND BOLTS SHALL BE HOT DIP GALVANIZED PER ASTM A123.
7. SUBMIT FABRICATION AND ERECTION DRAWINGS SHOWING ALL DETAILS, CONNECTIONS, MATERIAL DESIGNATIONS, AND TOP
STEEL ELEVATIONS FOR APPROVAL. THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL CONFORMANCE TO THE
CONTRACT DRAWINGS. SUCH APPROVAL SHALL NOT RELIEVE THE FABRICATOR/CONTRACTOR OF THE RESPONSIBILITY FOR
EITHER THE ACCURACY OF THE DETAILED DIMENSIONS IN THE SHOP AND ERECTION DRAWINGS OR THE GENERAL FIT-UP OF
PARTS THAT ARE TO BE ASSEMBLED IN THE FIELD.
8. PRIMER SHALL BE RED OXIDE-CHROMATE PRIME COMPLYING WITH STEEL STRUCTURES PAINTING COUNCIL (SSPC) PAINT
SPECIFICATION NUMBER 11
1. DRILLING THROUGH EXISTING SLAB REBAR DURING POST-INSTALLED ANCHOR BOLTS INSTALLATION IS NOT PERMITTED.
2. POST-INSTALLED ANCHOR BOLT INSTALLATION SHALL BE PERFORMED BY PERSONNEL TRAINED TO INSTALL THE SYSTEM PER
THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS (MPII), AS INCLUDED IN THE ANCHOR PACKAGING.
3. EXPANSION AND ADHESIVE ANCHORS SHALL BE INSTALLED PER THE MANUFACTURER'S INSTRUCTIONS USING STANDARD
EMBEDMENTS AND EDGE DISTANCES UNLESS NOTED OTHERWISE ON THE DRAWINGS.
8.THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON
DRAWINGS:
CONCRETE CAST AGAINST EARTH:3 IN.
CONCRETE EXPOSED TO EARTH OR WEATHER: #6 AND LARGER 2 IN.
#5 AND SMALLER & WWF 1-1/2 IN.
CONCRETE NOT EXPOSED TO EARTH OR SLAB AND WALL 3/4 IN.
WEATHER OR NOT CAST AGAINST THE GROUND: BEAMS AND COLUMNS 1-1/2 IN.
9.A CHAMFER 3/4" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4.
10.INSTALLATION OF CONCRETE ANCHOR, SHALL BE PER MANUFACTURERS WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR
BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON
THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILLING HOLES IN CONCRETE.
11.CURING COMPOUNDS SHALL CONFORM TO ASTM C-309.
12.ADMIXTURES SHALL CONFORM TO THE APPROPRIATE ASTM STANDARD AS REFERENCED IN ACI-301.
13.DO NOT WELD OR TACKWELD REINFORCING STEEL.
14.ALL DOWELS, ANCHOR BOLTS, EMBEDDED STEEL, ELECTRICAL CONDUITS, PIPE SLEEVES, GROUNDS AND ALL OTHER
EMBEDDED ITEMS AND FORMED DETAILS SHALL BE IN PLACE BEFORE START OF CONCRETE PLACEMENT.
15.LOCATE ADDITIONAL EXPANSION JOINTS REQUIRED TO FACILITATE CONSTRUCTION AS ACCEPTABLE TO ENGINEER. PLACE
REINFORCEMENT CONTINUOUSLY THROUGH JOINT.
16.REINFORCEMENT SHALL BE COLD BENT WHENEVER BENDING IS REQUIRED.
17.PLACE CONCRETE IN A UNIFORM MANNER TO PREVENT THE FORMATION OF COLD JOINTS AND OTHER PLANES OF WEAKNESS.
VIBRATE THE CONCRETE TO FULLY EMBED REINFORCING. DO NOT USE VIBRATORS TO TRANSPORT CONCRETE THROUGH
CHUTES OR FORMWORK.
18.DO NOT PLACE CONCRETE IN WATER, ICE, OR ON FROZEN GROUND.
19.DO NOT ALLOW CONCRETE SUBBASE TO FREEZE DURING CONCRETE CURING AND SETTING PERIOD, OR FOR A MINIMUM OF 14
DAYS AFTER PLACEMENT.
20.MAINTAIN TEMPERATURE OF CAST IN PLACE CONCRETE BETWEEN 50 DEGREES AND 90 DEGREES FA HRENHEIT. FOR
COLD-WEATHER AND HOT-WEATHER CONCRETE PLACEMENT, CONFORM TO APPLICABLE ACI CODES AND RECOMMENDATIONS.
IN EITHER CASE, MATERIALS CONTAINING CHLORIDE, CALCIUM, SALTS, ETC. SHALL NOT BE USED. PROTECT FRESH CONCRETE
FROM WEATHER FOR 7 DAYS MINIMUM.
21.UNLESS INDICATED OTHERWISE ON THE DRAWINGS, REINFORCEMENT SPLICES SHALL MEET CLASS B, TENSION LAP
REQUIREMENTS IN ACCORDANCE WITH ALL PROVISIONS OF ACI 318 LATEST EDITION, UNLESS NOTED OTHERWISE.
22.PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING.
1. COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING.
2. FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FLAT WASHER BETWEEN LUG AND STEEL, COAT ALL SURFACES WITH
AN ANTI-OXIDANT COMPOUND BEFORE MATING.
3. ENSURE THE WIRE INSULATION TERMINATION IS WITHIN 1/8" OF THE BARREL (NO SHINERS).
4. ALL BELOW GRADE BONDS TO BE EXOTHERMIC WELDS OR IRREVERSIBLE COMPRESSION-TYPE CONNECTIONS LISTED FOR
USE IN THE APPLICATION WHICH THEY ARE INSTALLED.
5. ALL HARDWARE SHALL BE STAINLESS STEEL 3/8" DIAMETER OR LARGER. ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING
LOCK WASHERS, COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING.
26
N
OVERALL SITE PLAN
1
A-1 22" x 34" SCALE: 1" = 20' 11" x 17" SCALE: 1" = 40'
OVERALL SITE PLAN
PROPOSED
TRANSFORMER
PROPOSED SWITCHGEAR &
SUPPORT EQUIPMENT AREA
NOTE:
1.EXISTING SITE PLAN DRAWING INFORMATION WAS DERIVED FROM
AERIAL MAP AND SITE SKETCHES. FIELD VERIFY ALL INFORMATION
PRIOR TO CONSTRUCTION.
SHEET TITLE
JOB NAME
NA-24-000834
BEST WESTERN PLUS
RENTON INN
1850 MAPLE VALLEY HWY
RENTON, WA 98057
EV CHARGING SOLUTIONS
11800 CLARK STREET
ARCADIA, CA 91006
ap@evcs.com
CHECKED BY: RBH
1 11-11-24 S&S PPK
REV DATE DESCRIPTION BY
RICHARD B. HALL
STATE OF WASHINGTON
8828 REGISTERED
ARCHITECT
2 12-5-24 S&S PPK
A-1
PROPOSED NOODOE DC150P
DISPENSER (TYPICAL OF 4)
M
A
P
L
E
V
A
L
L
E
Y
H
W
Y
RAM
P
T
O
4
0
5
1
A-2
PROPOSED NOODOE AC7LC
L2 DISPENSER MOUNTED TO
NOODOE EV P200 POST ON
CONCRETE FOUNDATION
EXISTING SITE ACCESS
1
A-3
PROPOSED LANDSCAPING
(SEE LANDSCAPE PLANS)
26
A-2
SITE
PREPARATION
PLAN
SHEET TITLE
JOB NAME
NA-24-000834
BEST WESTERN PLUS
RENTON INN
1850 MAPLE VALLEY HWY
RENTON, WA 98057
EV CHARGING SOLUTIONS
11800 CLARK STREET
ARCADIA, CA 91006
ap@evcs.com
CHECKED BY: RBH
1 11-11-24 S&S PPK
REV DATE DESCRIPTION BY
RICHARD B. HALL
STATE OF WASHINGTON
8828 REGISTERED
ARCHITECT
2 12-5-24 S&S PPK
NOTE:
1.EXISTING SITE PLAN DRAWING INFORMATION WAS DERIVED FROM
AERIAL MAP AND SITE SKETCHES. FIELD VERIFY ALL INFORMATION
PRIOR TO CONSTRUCTION.
1
A-2 22" x 34" SCALE: 3/16" = 1'-0" 11" x 17" SCALE: 3/32" = 1'-0"
SITE PREPARATION PLAN
TYPICAL
9'-0" X 18'-0"
EXISTING LIGHT
(TO REMAIN)
N
EXISTING PAINT STRIPE
(TYP, TO REMAIN)
EXISTING
ASPHALT
PAVING
EXISTING BUILDING
EXISTING CONCRETE
CURB (TYP, TO REMAIN)
TYPICAL
9'-0" X 18'-0"
EXISTING CONCRETE CURB
(TYP, TO BE REMOVED)
EXISTING PAINT STRIPE
(TYP, TO BE REMOVED)
EXISTING LANDSCAPING
(TO BE REMOVED)
20'-0"
EXISTING LANDSCAPING
(TO REMAIN)
EXISTING LANDSCAPING
(TO REMAIN)EXISTING FENCE
(TO REMAIN)
EXISTING ASPHALT
(TYP, TO BE REMOVED)
18
'
-
0
"
PROPOSED
SWITCHGEAR
26
PROPOSED
TRANSFORMER
PROPOSED LAYOUT
1
A-3 22" x 34" SCALE: 3/16" = 1'-0" 11" x 17" SCALE: 3/32" = 1'-0"
PROPOSED LAYOUT
PROPOSED POST
MOUNTED SIGN (TYP OF 7)
NOTES:
1.EXISTING SITE PLAN DRAWING INFORMATION WAS DERIVED FROM
AERIAL MAP AND SITE SKETCHES. FIELD VERIFY ALL INFORMATION
PRIOR TO CONSTRUCTION.
2.CONTRACTOR SHALL PROTECT EXISTING INFRASTRUCTURE IN
PLACE WITHIN THE AREA OF IMPROVEMENTS, AND RETURN
SIDEWALKS, CURBING, ASPHALT, LANDSCAPING, PLANTERS,
IRRIGATION SYSTEMS, AND ANY OTHER FACILITIES DISTURBED BY
THE WORK TO THE SAME OR BETTER CONDITIONS PRIOR TO THE
COMMENCEMENT OF WORK.
3.CONTRACTOR SHALL PROTECT EXISTING LANDSCAPING, TREES,
GROUND COVER, ROOT SYSTEMS AND DECORATIVE ROCKERIES TO
THE MAXIMUM EXTENT POSSIBLE.
4.CONTRACTOR TO NOTIFY ARCHITECT/ENGINEER OF ANY
DISCREPANCIES PRIOR TO PERFORMING WORK.
5.HAND DIG AROUND EXISTING UTILITIES. CONTACT
ARCHITECT/ENGINEER IF UNDERGROUND CONDITIONS CONFLICT
WITH PROPOSED INSTALLATION.
6.DISTURBED AREAS AROUND TRANSFORMER AND EQUIPMENT SLAB
SHALL BE COVERED WITH 3" OF MULCH AND FILTER FABRIC
UNDERLAYMENT.
TYPICAL
9'-0" X 18'-0"
PROPOSED CONCRETE
WHEEL STOP (TYP OF 9)
SHEET TITLE
JOB NAME
NA-24-000834
BEST WESTERN PLUS
RENTON INN
1850 MAPLE VALLEY HWY
RENTON, WA 98057
EV CHARGING SOLUTIONS
11800 CLARK STREET
ARCADIA, CA 91006
ap@evcs.com
CHECKED BY: RBH
1 11-11-24 S&S PPK
REV DATE DESCRIPTION BY
RICHARD B. HALL
STATE OF WASHINGTON
8828 REGISTERED
ARCHITECT
2 12-5-24 S&S PPK
A-3
EXISTING LIGHT
(TO REMAIN)
PROPOSED NOODOE AC7LC
L2 DISPENSER MOUNTED TO
NOODOE EV P200 POST ON
CONCRETE FOUNDATION
N
PROPOSED NOODOE DC150P
DISPENSER ON CONCRETE
FOUNDATION W/ TYPE D BOLLARD
(TYP OF 4)
EXISTING PAINT STRIPE
(TYP, TO REMAIN)
EXISTING
ASPHALT
PAVING
35'-0"
9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"11'-0"5'-0"9'-0"9'-0"
88'-0"
6'-2"9'-0"8'-4"11'-6"
3'
-
1
"
9'-
0
"
4'-
0
"
4'
-
4
"
10'-2"5'-0"
18
'
-
0
"
TY
P
9'-0"18'-0"18'-0"22'-6"16'-0"
EV 1 EV 2 EV 3 EV 4 EV 5 EV 6 EV 7 EV 8 EV 9
1 2 3 4 5
4'-6"
TYP
4'-6"
TYP
2'-
0
"
TY
P
4'-0
"
4'-6"
TYP
4'-6"
TYP
2'-
0
"
TY
P
3'-
2
"
TY
P
5'-2"
TYP
EXISTING BUILDING
PROPOSED PARKING STRIPING
PROPOSED EV PARKING STENCILEXISTING CONCRETE
CURB (TYP, TO REMAIN)
PROPOSED CURB
(TO MATCH EXISTING)
R3'-6"
PROPOSED REMOVABLE
UTILITY BOLLARD (SEE
UTILITY SPEC, TYP OF 1)
PROPOSED UTILITY
BOLLARD (SEE UTILITY
SPEC, TYP OF 2)
PROPOSED CONCRETE SLAB
PROPOSED (TYPE F)
BOLLARD (TYP OF 5)
TYPICAL
9'-0" X 18'-0"
5'-
4
"
TY
P
4'
-
4
"
PROPOSED GC START
POINT AT EDGE OF
EXISTING CURB
PROPOSED 4" STRIPING W/
45° HATCH @ 36" OC
PROPOSED ACCESS AISLE
PROPOSED PAINTED
INTERNATIONAL SYMBOL OF
ACCESS (ISA) MARKING
EXISTING LANDSCAPING
(TO REMAIN)
EXISTING LANDSCAPING
(TO REMAIN)
PROPOSED LANDSCAPING
(SEE LANDSCAPE PLANS)
1'-
6
"
1'-6"
PROPOSED CURB
(TYPE C, HEADER CURB)
PROPOSED POST MOUNTED
SIGN W/ ADA VAN
ACCESSIBLE SIGN FOR EV7
PROPOSED UTILITY METER
ON H-FRAME
2'-0"
NOT TO SCALE
FOR REFERENCE ONLY
ADA FORWARD &SIDE REACH LIMITS
48
"
M
A
X
15
"
MI
N
48
"
M
A
X
44
"
M
A
X
>20" TO
25" MAX
48
"
M
A
X
15
"
MI
N
10"
MAX
48
"
M
A
X
34
"
M
A
X
10"
MAX
46
"
M
A
X
34
"
M
A
X
>10" TO
24" MAX
GRADE
DISPENSER SLAB SECTION/ELEVATION DETAIL - NOODOE DC150P
#5 @ 8" OC EACH
WAY TOP & BOTTOM
3/4" CHAMFER
ALL SIDES
MIN 12" CRUSHED ROCK
FILL (SEE FROST DEPTH)
SEE PLAN
TOP OF
ASPHALT
SEE PLAN
12
"
DE
S
I
G
N
FR
O
S
T
D
E
P
T
H
ALIGN SLAB W/
FRONT OF CURB
NOTES:
1.OPERABLE PARTS OF CHARGER TO FRONT OF CURB SHALL BE 10" MAX.
2.OPERABLE PARTS OF CHARGER SHALL NOT EXCEED 54" ABOVE PARKING
SURFACE WHEN CHARGER IS ON A CURB.
3.TYPE D BOLLARDS AS SHOWN IN SITE PLAN (OMITTED ON BACK SIDE IF
NOT EXPOSED TO TRAFFIC).
4.CRUSHED ROCK FILL SHALL BE NON-FROST-SUSCEPTIBLE AND SHALL
RANGE FROM 1/4" TO 1-1/2" SIZE (NO SAND OR FINES). SPECIFIC GRADES
SATISFYING THIS CRITERIA INCLUDE AASHTO #57 AND AASHTO #67.
CRUSHED ROCK SHALL BE COMPACTED TO 95%.
TOP OF
CURB
74
.
8
0
"
31.49"25.59"
BOLLARD
LOCATIONS, TYP
39
"
NOTES:
1.3" RECOMMENDED MIN. FOUNDATION EXTENSIONS ALL SIDES. 6"
RECOMMENDED MINIMUM DEPTH
SEE PLAN
TOP OF
CURB
39
"
3" CLR
TYP
3" CLR
TYP
#5 @ 8" OC EACH
WAY TOP & BOTTOM
MIN 12" CRUSHED ROCK
FILL (SEE FROST DEPTH)
(6) 1/2" SIMPSON STRONG-TIE
STRONG-BOLT 2 EXPANSION
ANCHORS W/ 4-3/8" MIN
EMBEDMENT
DISPENSER SLAB ANCHORAGE SECTION DETAIL - NOODOE DC150P
3" CLR
TYP
12
"
DE
S
I
G
N
FR
O
S
T
D
E
P
T
H
NOODOE DC150P DISPENSER ANCHORAGE AND CONDUIT DETAIL
MANUFACTURER NOODOE EV OS
MODEL NUMBER DC150P
MAXIMUM OUTPUT POWER 150kW
WEIGHT 992 LBS
3'
-
2
"
5'-2"
NOTES:
1.MINIMUM CONCRETE EDGE DISTANCE FOR PROPOSED ANCHORS SHALL BE 6".
2.MINIMUM CLEAR SPACING BETWEEN ANCHOR AND CONDUIT SHALL BE 3".
3.CONTRACTOR TO FIELD VERIFY THE ANCHOR SPACING PER MANUFACTURER'S INSTALLATION
MANUAL.
27.17"
35.03"
18
.
5
0
"
TYPE D BOLLARD
QUANTITY PER
PROPOSED LAYOUT
PLAN
FRONT
18
.
7
0
"
42.91"
29
.
5
3
"
6"
TYP
6"
TY
P
3.94"
7.78"
13.69"
18.41"
5.
4
1
"
5.5
1
"
10
.
6
3
"
1.34" Ø (FOR ETHERNET
CABLE CONDUIT)
4.02" Ø (FOR AC CABLE
CONDUIT)
(6) 1/2" SIMPSON STRONG-TIE
STRONG-BOLT 2 EXPANSION
ANCHORS W/ 4-3/8" MIN
EMBEDMENT
ADA DISPENSER SLAB SECTION/ELEVATION DETAIL - NOODOE DC 150P
TOP OF
CURB
SEE PLAN
MIN 12" CRUSHED ROCK
FILL (SEE FROST DEPTH)
#5 @ 8" OC EACH
WAY TOP & BOTTOM
12
"
DES
I
G
N
FR
O
S
T
D
E
P
T
H
NOTES:
1.OPERABLE PARTS OF CHARGER TO FRONT OF CURB SHALL BE 10" MAX.
2.OPERABLE PARTS OF CHARGER SHALL NOT EXCEED 54" ABOVE PARKING
SURFACE WHEN CHARGER IS ON A CURB.
3.TYPE D BOLLARDS AS SHOWN IN SITE PLAN (OMITTED ON BACK SIDE IF
NOT EXPOSED TO TRAFFIC).
4.CRUSHED ROCK FILL SHALL BE NON-FROST-SUSCEPTIBLE AND SHALL
RANGE FROM 1/4" TO 1-1/2" SIZE (NO SAND OR FINES). SPECIFIC GRADES
SATISFYING THIS CRITERIA INCLUDE AASHTO #57 AND AASHTO #67.
CRUSHED ROCK SHALL BE COMPACTED TO 95%.
GRADETOP OF
PAVEMENT
SEE PLAN
74
.
8
0
"
31.49"
BOLLARD
LOCATIONS, TYP
39
"
25.59"
NOODOE AC7LC L2 DISPENSER ANCHORAGE SECTION DETAIL
3" CLR
TYP
3" CLR
TYP
1'-
8
"
M
I
N
FINISHED GRADE
1" CHAMFER
(TYP ALL SIDES)
TOP OF FINISHED
GRADE SLOPE AWAY
FROM CONCRETE
SURFACE SHALL
RECEIVE A SMOOTH
TROWEL FINISH
#4 @ 10" O.C. TOP
& BOT EACH WAY
4"
UNDISTURBED
NATURAL SUBGRADE
(4) SIMPSON STRONG-TIE STRONG-BOLT
2 EXPANSION ANCHORS W/ 4-3/8" MIN
EMBEDMENT (BOLT DIAMETER PER
NOODOE SPECIFICATIONS)
NOODOE EV P200 POST
SEE PLAN
3" CLR
TYP
NOTES:
1.3" RECOMMENDED MIN. FOUNDATION EXTENSIONS
ALL SIDES. 6" RECOMMENDED MINIMUM DEPTH
D-1
CONSTRUCTION
DETAILS
SCALE: N.T.S.
2
D-1
4
D-1 22" x 34" SCALE: 1/2" = 1'-0" 11" x 17" SCALE: 1/4" = 1'-0"
1
D-1 22" x 34" SCALE: 1" = 1'-0" 11" x 17" SCALE: 1/2" = 1'-0"
SHEET TITLE
JOB NAME
NA-24-000834
BEST WESTERN PLUS
RENTON INN
1850 MAPLE VALLEY HWY
RENTON, WA 98057
EV CHARGING SOLUTIONS
11800 CLARK STREET
ARCADIA, CA 91006
ap@evcs.com
CHECKED BY: RBH
1 11-11-24 S&S PPK
REV DATE DESCRIPTION BY
RICHARD B. HALL
STATE OF WASHINGTON
8828 REGISTERED
ARCHITECT
2 12-5-24 S&S PPK
6
D-1 22" x 34" SCALE: 1/2" = 1'-0" 11" x 17" SCALE: 1/4" = 1'-0"
3
D-1 22" x 34" SCALE: 1/2" = 1'-0" 11" x 17" SCALE: 1/4" = 1'-0"
SCALE: N.T.S.
5
D-1
36"
12
"
2
1
/
2
"
12
"
2
1
/
2
"
12
"
17 1/2"
17"27"
71" OVERALL
41
"
O
V
E
R
A
L
L
NOTES
1.BOTTOM OF STENCIL TO BE PLACED AT THE LEADING EDGE OF THE PARKING STALL
2.STENCIL TO FIT WITHIN DIMENSIONS SHOWN
3.PAVEMENT MARKING TO BE PAINTED WHITE
4.STENCIL TO BE CENTERED LATERALLY WITHIN PARKING STALL
PAINT SPECIFICATIONS
1.PAINT SHALL BE WATERBORNE OR SOLVENT BORNE, COLORS AS SHOWN OR SPECIFIED HEREIN.
PAVEMENT MARKING PAINTS SHALL COMPLY WITH APPLICABLE STATE AND LOCAL LAWS ENACTED
TO ENSURE COMPLIANCE WITH FEDERAL CLEAN AIR STANDARDS. PAINT MATERIALS SHALL
CONFORM TO THE RESTRICTIONS OF THE LOCAL AIR POLLUTION CONTROL DISTRICT.
2.WATERBORNE PAINT: PAINTS SHALL CONFORM TO FS TT-P-1952.
3.SOLVENT BORNE PAINT: PAINT SHALL CONFORM TO FS A-A-2886 OR AASHTO M248. PAINT SHALL BE
NON_BLEEDING, QUICK_DRYING, AND ALKYD PETROLEUM BASE PAINT SUITABLE FOR
TRAFFIC_BEARING SURFACE AND BE MIXED IN ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS BEFORE APPLICATION .
ELECTRIC VEHICLE PAVEMENT MARKING DETAIL
PAVEMENT MARKING NOTES
NOTES:
1.PAINT SHALL BE WATERBORNE OR SOLVENT BORNE, COLORS AS SHOWN OR SPECIFIED HEREIN,
PAVEMENT MARKING PAINTS SHALL COMPLY WITH APPLICABLE STATE AND LOCAL LAWS ENACTED
TO ENSURE COMPLIANCE WITH FEDERAL CLEAN AIR STANDARDS, PAINT MATERIALS SHALL CONFORM
TO THE RESTRICTIONS OF THE LOCAL AIR POLLUTION CONTROL DISTRICT.
2.WATERBORNE PAINT: PAINTS SHALL CONFORM TO FS TT-P-1952.
3.SOLVENT BORNE PAINT: PAINT SHALL CONFORM TO FS A-A-2886 OR AASHTO M248. PAINT SHALL BE
NON-BLEEDING, QUICK-DRYING, AND PETROLEUM BASE PAINT SUITABLE FOR TRAFFIC-BEARING
SURFACE AND BE MIXED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS BEFORE
APPLICATION.
4.CONTRACTOR TO BLOCK OFF STALLS AFTER PAINTING TO ALLOW PAINT TO DRY PROPERLY WITHOUT
ANY CONSTRUCTION ACTIVITIES OR PUBLIC ACCESSING THE AREA WHILE THE PAINT IS DRYING.
5.APPLY ANTI-SLIP ADDITIVE (SUCH AS SILICA) TO ALL PAINT PRIOR TO APPLICATION.
PAINT GUIDELINES OVER CONCRETE:
1.WASH AND AIR BLOW CONCRETE CROWN SURFACE AREA.
2.FILL ALL CRACKS WITH CONCRETE SEALER (ALLOW DRYING PERIOD PER MFR).
3.APPLY TWO COATS OF PAINT.
STRIPED ACCESS AISLE:
1.COLOR TO COMPLY WITH LOCAL STANDARDS.
2. SEE PLAN FOR LOCATION AND DIMENSION.
3.STRIPED AISLE SHALL HAVE A 4" BORDER ON BOTH SIDES.
4.STRIPED AISLE SHALL HAVE A 4" HATCH, 45° TO THE BORDER 36" OC.
NOTE:
1.BOTTOM OF LOWEST SIGN SHALL BE INSTALLED 66" ABOVE GRADE.
2.ALL EA SIGNS ARE TO HAVE A WHITE RETROREFLECTIVE BACKGROUND
WITH RED RETROREFLECTIVE LETTERS AND BORDER.
3.ADDITIONAL SIGNAGE APPLICABLE PER STATE OF WASHINGTON.
PER RCW 3.50.100,
35.20.220, 46.16A.120 AND
46.20.270(3)
18
"
T
Y
P
12" TYP
9 1/16"
TYP
18
"
T
Y
P
EV PARKING SIGN DETAIL
EV
PARKING
ONLY
VIOLATORS SUBJECT
TO CITATION & FINES
OF $124
INTERNATIONAL SYMBOL OF ACCESSIBILITY DETAIL
NOTES:
1.SYMBOL TO BE CENTERED ON WIDTH OF PARKING STALL.
2.BOTTOM OF SYMBOL TO BE LOCATED FLUSH WITH ACCESS DRIVE, CENTERED ON PARKING SPACE.
3.SYMBOL IS REQUIRED TO CONTRAST WITH BACKGROUND.
5-5/8"
7-3/8"
1-1/4"
R10-3/4"
95°
110°
1-1/4"
R2-3/8"
3'-0"
3'-
0
"
5-
5
/
8
"
2 3/8"
2 3/8"
5"
4
3
/
4
"
2 3/8"
5"3"
3 7/8"
3-1/4"
7-5/8"
WHITE BORDER
PAINT CONTRASTING
BLUE BACKGROUND
WHITE PAINT FIGURE
NOTE:
1.BOTTOM OF LOWEST SIGN SHALL BE INSTALLED
66" ABOVE GRADE.
2.ALL EA SIGNS ARE TO HAVE A WHITE
RETROREFLECTIVE BACKGROUND WITH RED
RETROREFLECTIVE LETTERS AND BORDER,
UNLESS NOTED OTHERWISE.
3.ADA SIGNS TO BE MOUNTED ABOVE ALL OTHER
SIGNAGE.
4.FOR
18
"
T
Y
P
12" TYP
6"
TYP
18
"
T
Y
P
12" TYP
9 1/16"
TYP
ACCESSIBLE SIGN DETAIL
EV7
PAVEMENT BORDER MARKINGS DETAIL
STRIPED
AISLE
STRIPED
AISLE
NOTES
1.PAINT SHALL BE WATERBORNE OR SOLVENT BORNE, COLORS AS SHOWN OR SPECIFIED HEREIN,
PAVEMENT MARKING PAINTS SHALL COMPLY WITH APPLICABLE STATE AND LOCAL LAWS ENACTED
TO ENSURE COMPLIANCE WITH FEDERAL CLEAN AIR STANDARDS, PAINT MATERIALS SHALL CONFORM
TO THE RESTRICTIONS OF THE LOCAL AIR POLLUTION CONTROL DISTRICT.
2.WATERBORNE PAINT: PAINTS SHALL CONFORM TO FS TT-P-1952.
3.SOLVENT BORNE PAINT: PAINT SHALL CONFORM TO FS A-A-2886 OR AASHTO M248. PAINT SHALL BE
NON-BLEEDING, QUICK-DRYING, AND PETROLEUM BASE PAINT SUITABLE FOR TRAFFIC-BEARING
SURFACE AND BE MIXED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS BEFORE
APPLICATION.
4.CONTRACTOR TO BLOCK OFF STALLS AFTER PAINTING TO ALLOW PAINT TO DRY PROPERLY WITHOUT
ANY CONSTRUCTION ACTIVITIES OR PUBLIC ACCESSING THE AREA WHILE THE PAINT IS DRYING.
STRIPED AISLE
1.COLOR TO COMPLY WITH LOCAL STANDARDS.
2. SEE A-3 FOR LOCATION AND DIMENSION.
3.STRIPED AISLE WILL HAVE A 4" BORDER ON BOTH SIDES
4.STRIPED AISLE WILL HAVE A 4" HATCH, 45° TO THE BORDER 36" OC.
D-2
CONSTRUCTION
DETAILS
SHEET TITLE
JOB NAME
NA-24-000834
BEST WESTERN PLUS
RENTON INN
1850 MAPLE VALLEY HWY
RENTON, WA 98057
EV CHARGING SOLUTIONS
11800 CLARK STREET
ARCADIA, CA 91006
ap@evcs.com
CHECKED BY: RBH
1 11-11-24 S&S PPK
REV DATE DESCRIPTION BY
RICHARD B. HALL
STATE OF WASHINGTON
8828 REGISTERED
ARCHITECT
2 12-5-24 S&S PPK
1
D-2 22" x 34" SCALE: 1" = 1'-0" 11" x 17" SCALE: 1/2" = 1'-0"
2
D-2 22" x 34" SCALE: 1 1/2" = 1'-0" 11" x 17" SCALE: 3/4" = 1'-0"
6
D-2 22" x 34" SCALE: 1 1/2" = 1'-0" 11" x 17" SCALE: 3/4" = 1'-0"
3
D-2 22" x 34" SCALE: 1 1/2" = 1'-0" 11" x 17" SCALE: 3/4" = 1'-0"
SCALE: N.T.S.
4
D-2
5
D-2 22" x 34" SCALE: 1" = 1'-0" 11" x 17" SCALE: 1/2" = 1'-0"
NOTES:
1.ULTIMATE STRENGTH OF CONCRETE FOR WHEEL STOPS SHALL BE 2,500 P.S.I. @ 28 DAYS.
2.A.C. OR CONCRETE PAVING, DRILL HOLES AS REQUIRED FOR REBAR.
3.#5 REBAR x 2' - 20" LONG, DRIVE INTO COMPACTED SUBGRADE TWO PER WHEEL STOP.
WHEEL STOP DETAIL
6'-0"
12" ±2" MIN
3" MAX
#5 REBAR, 20" LONG
(TYP 2 PER GUARD)
4" MIN
5" MAX
5"
M
A
X
R2"
1/4" PITCH OPTIONAL
10" MAX
NOTES:
1.BOLLARD IS FOR WARNING PURPOSES ONLY.
2.BOLLARD DETAIL FOR BOLLARDS AROUND ELECTRIFY AMERICA EQUIPMENT.
3.CONTRACTOR TO PROVIDE (2) 6' LONG, 1/2" THICK FOAM STRIPS CROSSED
OVER TOP OF STEEL PIPE TO STABILIZE SLIP COVER.
3'-
0
"
3'-
0
"
3"
PROPOSED
DISPENSER
FOUNDATION. SEE
DETAIL 2/D1
1.5"
M0.39" X 0.59" SCREW
(TYP OF 3)
3" SCHED 80 STEEL PIPE
FILLED WITH CONCRETE
STAINLESS STEEL SLIP
COVER. PART #CSS4000
(PROVIDED BY OTHERS)
DISPENSER BOLLARD (TYPE D) DETAIL
SCREW
M0.39"X0.59"
120°
6"
3'-
0
"
M
I
N
4'-
0
"
M
I
N
7'-
0
"
CONCRETE OR
ASPHALT PAVEMENT
CAULK AT PERIMETER
3/8"x4" IMPREGNATED
FIBERBOARD EXPANSION JOINT
FILL BOLLARD WITH
CONCRETE SLURRY
SCHEDULE 80 STEEL PIPE TO
MATCH EXISTING DIAMETER
& FINISH/COLOR SCHEME
1'-6" Ø
FIXED BOLLARD DETAIL (TYPE F)
ROUND CONCRETE CAP
CONCRETE PIER
NOTES
1.WHERE THE PIPE OF THE BOLLARD IS SHOWN WITHIN
THE WIDTH OF THE CURB, THE BOLLARD FOOTING SHALL
BE POURED TOGETHER WITH THE CURB, WITH THE FULL
PIER DIAMETER EXTENDING TO THE TOP OF CURB
7"
FINISHED
MATCH PAVEMENT
ELEVATION
R=1/4"6"
7"
FINISHED
GRADE
R=2"
R=1/4"
MATCH PAVEMENT
ELEVATION
R=1/4"
3-#4 BARS
4"8"8"
1'-6" MIN
2'-0" MAX
TYPE A
CATCH GUTTER
4.5"
6"
FINISHED
GRADE
R=2"
R=1/4"
PIVOT @ LIP
OF CURB
MATCH
ADJACENT
PAVEMENT
4"
FINISHED
GRADE
SLOPE 1/2"
PER FT
4" 2"
1-#4 BARS
MA
T
C
H
EX
I
S
T
I
N
G
MA
T
C
H
EX
I
S
T
I
N
G
1'
0
"
BA
C
K
O
F
CU
R
B
BA
C
K
O
F
C
U
R
B
2"
4 1
/
2
"
8"
2"
2"
3-#4 BARS
4"8"8"
1'-6" MIN
2'-0" MAX
4"
2"
TYPE B
SPILL GUTTER
NOTES:
1.1/2" PRE MOLDED EXPANSION JOINTS SHALL BE PLACED AT POINTS OF CURVATURE, CURB
RETURNS, CURB INLETS, AND AT 250' CENTERS. CONTRACTION JOINTS SHALL BE 2" DEEP,
3/16" WIDE, AND PLACED AT 15' INTERVALS EQUALLY SPACED BETWEEN EXPANSION JOINTS.
TYPE C
HEADER CURB
CONCRETE CURB DETAIL
MATCH
EXISTING
MATCH
EXISTING
PROPOSED
EXISTING
MATCH
PAVEMENT
ELEVATION
6'-
0
"
MA
X
3"
TYP
NOTES:
1.GENERIC LOADING: V=115 MPH, EXP C, KZ=0.85, SS=3.73g, SITE CLASS=D,
SDS=2.64, (2) 1-1/4" CONDUIT, METER MAX WIND AREA = 540 SQ IN.
PVC CONDUIT FOR METER CAN
GROUND WIRE ATTACHED TO
DRIVEN GROUND ROD
P1000T UNISTRUT W/ 2-1/2"
STD PIPE U-BOLT (TYP)2-1/2" STD PIPE
2.88" O.D.
(8) #5 REBAR EVENLY
SPACED AROUND DIAMETER
#3 REBAR AT 12" SPACING
STANDALONE CUSTOMER PROVIDED TUV INSTRUMENT RATED METER CAN ON UNISTRUT SUPPORT
12"
3'-
0
"
3"
TYP
SPACED
PER METER
ANCHORAGE
24"Ø
METER CAN BASED ON
UTILITY SPECIFICATIONS
UNISTRUT MUST BE ABLE TO
ADJUST UP & DOWN (TYP)
2" PVC CONDUIT (TYP)
(3) #3 REBAR @ 2" OC
GRADE
CONCRETE FOOTING (TYP)
METER H-FRAME DETAIL
3'-
6
"
4'
-
0
"
8"Ø
3"
3000
PSI
CONCRETE
FOOTING
SIGNAGE POST INSTALLATION DETAIL
2" SQUARE GALV
STEEL POST
NOTES:
1.SEE PROPOSED LAYOUT SHEET FOR PLACEMENT.
2.BOTTOM OF LOWEST SIGN TO BE INSTALLED 66" ABOVE GRADE.
3.ADDITIONAL PARKING SIGNS TO BE INSTALLED 2" ABOVE TOP OF SIGN SPECIFIED IN NOTE #2.
4.SIGN, SIGN POST, AND SIGN FASTENERS TO BE PROVIDED BY CONTRACTOR (CONTRACTOR
TO PROVIDE SIGN POST FASTENERS IF REQUIRED AND PAINTED TO MATCH).
5.IF PAINT FINISH IS DAMAGED DURING INSTALLATION, CONTRACTOR SHALL REPAINT AS
REQUIRED.
6.CONTRACTOR SHALL COORDINATE WITH CITY WHEN SPECIAL JURISDICTIONAL/CITY
REQUESTS ARE NECESSARY FOR ANY SIGN POST INSTALLATION, I.E. POST MATERIAL, PAINT
COLORS, HARDWARE, ETC. CONTRACTOR IS RESPONSIBLE FOR ENSURING CITY APPROVES
ALL MATERIALS PRIOR TO INSTALLATION.
8.CONTRACTOR TO PROVIDE AND INSTALL SIGN POST.
D-3
CONSTRUCTION
DETAILS
SHEET TITLE
JOB NAME
NA-24-000834
BEST WESTERN PLUS
RENTON INN
1850 MAPLE VALLEY HWY
RENTON, WA 98057
EV CHARGING SOLUTIONS
11800 CLARK STREET
ARCADIA, CA 91006
ap@evcs.com
CHECKED BY: RBH
1 11-11-24 S&S PPK
REV DATE DESCRIPTION BY
RICHARD B. HALL
STATE OF WASHINGTON
8828 REGISTERED
ARCHITECT
2 12-5-24 S&S PPK
6
D-3 22" x 34" SCALE: 3/4" = 1'-0" 11" x 17" SCALE: 3/8" = 1'-0"
5
D-3 22" x 34" SCALE: 3/4" = 1'-0" 11" x 17" SCALE: 3/8" = 1'-0"
4
D-3 22" x 34" SCALE: 3/4" = 1'-0" 11" x 17" SCALE: 3/8" = 1'-0"
SCALE: N.T.S.
3
D-3SCALE: N.T.S.
2
D-3SCALE: N.T.S.
1
D-3
NOTES:
1.SEE FLOOR PLAN IN REFERENCED
SWITCHBOARD ASSEMBLY
DRAWINGS FOR MOUNTING HOLE
LOCATION AND SWITCHBOARD
BAY DIMENSIONS.
2.SEE ELEVATION IN REFERENCED
SWITCHBOARD ASSEMBLY
DRAWINGS FOR BASE CHANNEL
DIMENSION.
3.MINIMUM 10 1/2" CONCRETE EDGE
DISTANCE REQUIRED FOR
PROPOSED ANCHORAGE.
1
-
TYPICAL BOTTOM
VIEW LAYOUT OF
(1) SWITCHBOARD
BAY. SEE NOTE 1
FRONT OF SWITCHBOARD BAY
PROPOSED SWITCHBOARD
ASSEMBLY CABINET
PROPOSED CONCRETE SLAB
SE
E
N
O
T
E
2
SWITCHGEAR MOUNTING DETAIL
BOTTOM VIEW
SECTION 1
5/8"Ø MOUNTING HOLES
OFFSET 3" FROM SIDES (TYP)
HEAVY DUTY NUT
BELLEVILLE WASHER
BASE CHANNEL
(16) 1/2"Ø HILTI KWIK BOLT TZ2
SS 304/316 W/ 334" EMBEDMENT
2.94"
SEE NOTE 1
SE
E
N
O
T
E
1
CONCRETE EQUIPMENT SLAB DETAIL
8" REINFORCED PORTLAND CEMENT
CONCRETE SLAB PAVEMENT
4x4-W4.0X4.0 WELDED WIRE
MESH W/ 3" BOTTOM COVER
NOTES:
1.SUBGRADE MATERIALS SHALL INCLUDE COMPACTION TO 95% OF ITS MAXIMUM DRY DENSITY.
2.CONCRETE PAVEMENT SHALL MEET THE MORE STRINGENT REQUIREMENT OF EITHER THE
SPECIFICATIONS PROVIDED BY THE OWNER, LOCAL CITY/COUNTY REQUIREMENTS.
3.CONTRACTOR TO CONSTRUCT CONCRETE PAVEMENT WITH TRANSVERSE JOINTS AT 10' O.C.
JOINTS TO BE CONSTRUCTED PER DETAIL ON THIS PAGE.
4.CONTRACTOR TO DOWEL AND JOINT BETWEEN CONCRETE SLAB AND CURB.
5.CONTRACTOR TO SLOPE PAD 1% TO PROVIDE POSITIVE DRAINAGE.
6.CRUSHED ROCK FILL SHALL BE NON-FROST-SUSCEPTIBLE AND SHALL RANGE FROM 1/4" TO 1-1/2"
SIZE (NO SAND OR FINES). SPECIFIC GRADES SATISFYING THIS CRITERIA INCLUDE AASHTO #57
AND AASHTO #67. CRUSHED ROCK SHALL BE COMPACTED TO 95%.
3/4" CHAMFERED EDGE
TOP SURFACE LAYER
(SEE PLAN NOTES)
CRUSHED ROCK FILL TO
FROST DEPTH (6" MIN)
4"
12
"
DE
S
I
G
N
FR
O
S
T
D
E
P
T
H
D-4
CONSTRUCTION
DETAILS
NOT USED
SCALE: N.T.S.
6
D-4
2
D-4 22" x 34" SCALE: 1/2" = 1'-0" 11" x 17" SCALE: 1/4" = 1'-0"
SHEET TITLE
JOB NAME
NA-24-000834
BEST WESTERN PLUS
RENTON INN
1850 MAPLE VALLEY HWY
RENTON, WA 98057
EV CHARGING SOLUTIONS
11800 CLARK STREET
ARCADIA, CA 91006
ap@evcs.com
CHECKED BY: RBH
1 11-11-24 S&S PPK
REV DATE DESCRIPTION BY
RICHARD B. HALL
STATE OF WASHINGTON
8828 REGISTERED
ARCHITECT
2 12-5-24 S&S PPK
1
D-4 22" x 34" SCALE: 1" = 1'-0" 11" x 17" SCALE: 1/2" = 1'-0"
NOT USED
SCALE: N.T.S.
3
D-4
NOT USED
SCALE: N.T.S.
4
D-4
NOT USED
SCALE: N.T.S.
5
D-4
PRO
P
O
S
E
D
SWIT
C
H
G
E
A
R
26
PR
O
P
O
S
E
D
TR
A
N
S
F
O
R
M
E
R
UTILITY PLAN
NOTES:
1.ALL ELECTRICAL WORK AND RELATED ACTIVITIES ON-SITE
SHALL BE PERFORMED IN ACCORDANCE WITH NATIONAL
ELECTRIC CODE (NEC) STANDARDS AND ENFORCED BY ALL
APPLICABLE JURISDICTIONAL REQUIREMENTS AT THE TIME OF
CONSTRUCTION.
2.ALL ALUMINUM CONDUCTORS TO RECEIVE ANTI-OXIDATIVE
COATING DURING INSTALLATION.
3.ALL PVC CONDUIT SHALL HAVE BELL-ENDS AND SEALED WITH
DUCT SEAL.
4.ALL TERMINATION LUGS SHALL BE CRIMPED WITH APPROVED
LUG CRIMPER WITH UL CERTIFICATION.
5.UTILITY EQUIPMENT , PREP WORK, INSTALLATION, AND SCOPE
OF WORK RESPONSIBILITIES SHALL BE COORDINATED WITH
UTILITY ENGINEER AT TIME OF PRECONSTRUCTION MEETING OR
BEFORE THE COMMENCEMENT OF CONSTRUCTION.
6.TRANSFORMER BOLLARD PROTECTION TO BE INSTALLED PER
UTILITY SPECIFICATIONS. EXACT QUANTITY, LOCATION, AND
SPACING MAY BE AT THE DISCRETION OF THE UTILITY FIELD
ENGINEER/INSPECTOR.
7.CONTRACTOR TO COORDINATE EXACT LOCATION OF H-FRAME
MOUNTED METER WITH UTILITY COMPANY.
SHEET TITLE
JOB NAME
NA-24-000834
BEST WESTERN PLUS
RENTON INN
1850 MAPLE VALLEY HWY
RENTON, WA 98057
EV CHARGING SOLUTIONS
11800 CLARK STREET
ARCADIA, CA 91006
ap@evcs.com
CHECKED BY: RBH
1 11-11-24 S&S PPK
REV DATE DESCRIPTION BY
2 12-5-24 S&S PPK
E-1
N
1
E-1 22" x 34" SCALE: 1" = 20' 11" x 17" SCALE: 1" = 40'
UTILITY PLAN
PROPOSED
TRANSFORMER
PROPOSED SWITCHGEAR &
SUPPORT EQUIPMENT AREA
PROPOSED NOODOE DC150P
DISPENSER (TYPICAL OF 4)
M
A
P
L
E
V
A
L
L
E
Y
H
W
Y
RAM
P
T
O
4
0
5
1
E-2
PROPOSED NOODOE AC7LC
L2 DISPENSER MOUNTED TO
NOODOE EV P200 POST ON
CONCRETE FOUNDATION
EXISTING SITE ACCESS
PROPOSED LANDSCAPING
(SEE LANDSCAPE PLANS)
PROPOSED
SWITCHGEAR
26
PROPOSED
TRANSFORMER
ELECTRICAL PLAN
NOTES:
1.CONDUCTOR LENGTHS ARE ESTIMATES ONLY. LENGTHS ARE BASED ON DIAGRAMMATICAL
MEASUREMENTS AND APPROXIMATED BURIED DEPTHS. THE EXACT ROUTING PATH AND
CONDUCTOR RUN LENGTHS SHALL BE DETERMINED BY THE CONTRACTOR IN THE FIELD BASED
ON PHYSICAL MEASUREMENTS. CONTRACTOR TO ORDER CONDUCTORS BASED ON FIELD
MEASUREMENTS.
2.ALL ELECTRICAL WORK AND RELATED ACTIVITIES ON-SITE SHALL BE PERFORMED IN
ACCORDANCE WITH NATIONAL ELECTRIC CODE (NEC) STANDARDS AND ENFORCED BY ALL
APPLICABLE JURISDICTIONAL REQUIREMENTS AT THE TIME OF CONSTRUCTION.
3.ALL ALUMINUM CONDUCTORS TO RECEIVE ANTI-OXIDATIVE COATING DURING INSTALLATION.
4.ALL PVC CONDUIT SHALL HAVE BELL-ENDS AND SEALED WITH DUCT SEAL.
5.ALL TERMINATION LUGS SHALL BE CRIMPED WITH APPROVED LUG CRIMPER WITH UL
CERTIFICATION.
6.UTILITY EQUIPMENT, PREP WORK, INSTALLATION, AND SCOPE OF WORK RESPONSIBILITIES
SHALL BE COORDINATED WITH UTILITY ENGINEER AT TIME OF PRECONSTRUCTION MEETING OR
BEFORE THE COMMENCEMENT OF CONSTRUCTION.
7.TRANSFORMER BOLLARD PROTECTION TO BE INSTALLED PER UTILITY SPECIFICATIONS. EXACT
QUANTITY, LOCATION, AND SPACING MAY BE AT THE DISCRETION OF THE UTILITY FIELD
ENGINEER/INSPECTOR.
8.CONTRACTOR TO COORDINATE EXACT LOCATION OF H-FRAME MOUNTED METER WITH UTILITY
COMPANY.
9.LANDSCAPING NOT SHOWN FOR CLARITY.
10.REFER TO E-3 FOR CONDUIT AND WIRING SCHEDULE AS REFERENCED BY
11.CONDUIT STUBS TO BE CAPPED.
12.ALL CONDUIT STUBS FOR (FUTURE AND PROPOSED) SHALL HAVE ENOUGH SEPARATION TO
INSTALL BELL ENDS ON ALL CONDUITS.
#
EV 6 #SHARED UP TO 350 kW CCS
SHEET TITLE
JOB NAME
NA-24-000834
BEST WESTERN PLUS
RENTON INN
1850 MAPLE VALLEY HWY
RENTON, WA 98057
EV CHARGING SOLUTIONS
11800 CLARK STREET
ARCADIA, CA 91006
ap@evcs.com
CHECKED BY: RBH
1 11-11-24 S&S PPK
REV DATE DESCRIPTION BY
2 12-5-24 S&S PPK
E-21
E-2 22" x 34" SCALE: 3/16" = 1'-0" 11" x 17" SCALE: 3/32" = 1'-0"
ELECTRICAL PLAN
TYPICAL
9'-0" X 18'-0"
EXISTING LIGHT
(TO REMAIN)
PROPOSED NOODOE AC7LC
L2 DISPENSER MOUNTED TO
NOODOE EV P200 POST ON
CONCRETE FOUNDATION
N
PROPOSED NOODOE DC150P
DISPENSER ON CONCRETE
FOUNDATION W/ TYPE D BOLLARD
(TYP OF 4)
EV 1 EV 2 EV 3 EV 4 EV 5 EV 6 EV 7 EV 8 EV 9
1 2 3 4 5
EXISTING BUILDING
TYPICAL
9'-0" X 18'-0"
PROPOSED UTILITY METER
ON H-FRAME
1
2 3 3
ONE-LINE
DIAGRAM
SHEET TITLE
JOB NAME
NA-24-000834
BEST WESTERN PLUS
RENTON INN
1850 MAPLE VALLEY HWY
RENTON, WA 98057
EV CHARGING SOLUTIONS
11800 CLARK STREET
ARCADIA, CA 91006
ap@evcs.com
CHECKED BY: RBH
1 11-11-24 S&S PPK
REV DATE DESCRIPTION BY
2 12-5-24 S&S PPK
E-3
7
1
2
4
3
5
6
1
E-3 SCALE: N.T.S.
ONE-LINE DIAGRAM
GR
N
D
NE
U
T
277/480V DISTRIBUTION SECTION
PROPOSED
TRANSFORMER
277/480V 3ɸ, 4W
PROPOSED #4/0 AWG TINNED
COPPER GROUNDING
ELECTRODE CONDUCTOR
PER NEC 250.66(A)
PROPOSED (2) 5/8"X8'-0"
COPPER CLAD GROUND ROD
INSTALLATION PER NEC
250.52(A)(5), 250.53(A), 250.68
16'-0"
IDEAL SPACING
IF SPACE IS LIMITED,
THEN MEET 6'-0"
MINIMUM SPACING
MANUFACTURER
PROVIDED
BONDING JUMPER
PER NEC
250.24(1)(4),
250.28(C),
250.8(A)(7)
PROPOSED
GROUND
(PER
UTILITY
SPEC)
MAIN BREAKER SECTIONINCOMING SECTION
1
1600AF
1600AT
3P W/ RELT
100% RATED
PROPOSED 1600A SWITCHGEAR, 277/480V, 3ɸ, 4W, 65 KAIC
W/ GROUND FAULT PROTECTION
M
40
0
A
T
40
0
A
F
3P
DISPENSER
1
2
DISPENSER
2
2
DISPENSER
3
2
DISPENSER
4
2
50
A
2P
L2
DISPENSER
5
3
TOTAL FLA
792
LOAD SUMMARY
FLA QTY
TOTAL LOAD
DESCRIPTION
194 4 776NOODOE DC150P DISPENSER
16 1 16NOODOE AC7LC L2 DISPENSER
NOTES:
1.PROPOSED CTs/PTs SHALL BE LOCATED AS APPROVED BY UTILITY COMPANY.
2.ALL FACTORY INSTALLED BREAKER(S) FURNISHED WITH PADLOCKING DEVICE.
XFMR
15kVA 480V
120/240V
1Ø
80
A
2P 40
A
2P
120/240V DISTRIBUTION SECTION, 1Ø, 3W
20
A
1P
4
GFI ON
L2
DISPENSER
40
0
A
T
40
0
A
F
3P 40
0
A
T
40
0
A
F
3P 40
0
A
T
40
0
A
F
3P
2"
MIN
3" MIN
2"
MIN
3" MIN
6" MAX
PAY OR NEAT
LINE FOR BACKFILL
PAY OR NEAT
LINE FOR BACKFILL
3" MIN
6" MAX
3" MIN
6" MAX
3' MIN BETWEEN
STREET INTERSECTIONS
4' MIN AT STREET
INTERSECTIONS, 6' MAX20
"
M
I
N
18
"
6" MIN
6" MAX 6" MAX
BACKFILL
LATERAL SERVICE AREA
DETECTABLE
MARKING TAPE
TRACER WIRE
(COMMUNICATIONS CONDUIT)
ENCASEMENT
AS DEFINED BY
RESTORATION PLAN FINISHED GRADE OR STREET
ELECTRICAL CONDUIT
ELEVATION & DETAILS
SCALE: N.T.S.
3
E-4
PRIMARY SERVICE TRENCH DETAIL
SCALE: N.T.S.
4
E-4
SECONDARY SERVICE TRENCH DETAIL
SCALE: N.T.S.
1
E-4
ELECTRICAL CONDUIT ELEVATION
NOTES:
1.ELEVATION VIEW IS FOR REVIEW REFERENCE AND NOT TO BE USED FOR
CONSTRUCTION. REFER TO LAYOUTS AND DETAIL SHEETS FOR
CONSTRUCTION.
2.CONDUIT STUBS TO BE CAPPED.
480 V
DISTRIBUTION
PROPOSED SWITCHGEAR SHOWN
FOR REFERENCE ONLY
(SEE SHEET E-3 FOR CONFIGURATION)
PROPOSED
POWER UNIT
4"
DEDICATED CONFIGURATION
FOR CONDUIT SIZE AND QUANTITY
REFERENCE ONLY.
PROPOSED
DISPENSER
3"
DEDICATED CONFIGURATION
FOR CONDUIT SIZE AND QUANTITY
REFERENCE ONLY.
SHEET TITLE
JOB NAME
NA-24-000834
BEST WESTERN PLUS
RENTON INN
1850 MAPLE VALLEY HWY
RENTON, WA 98057
EV CHARGING SOLUTIONS
11800 CLARK STREET
ARCADIA, CA 91006
ap@evcs.com
CHECKED BY: RBH
1 11-11-24 S&S PPK
REV DATE DESCRIPTION BY
2 12-5-24 S&S PPK
E-4
120/240V
DISTRIBUTION
L2
DISPENSER
1"
FINISH GRADE
36
"
M
I
N
18
"
6"
MIN
6"
MIN
BACKFILL
DETECTABLE
MARKING TAPE
CONDUIT SHALL BE
SCL-APPROVED
MATERIAL SPECIFIED
FOR DIRECT BURIAL
PER SCL STD #0224.07
MATCH EXISTING
SURFACE
NOT USED
SCALE: N.T.S.
2
E-4
GFI
3/4"
GROUNDING
DETAILS
2
E-6 SCALE: N.T.S.
CADWELD CONNECTION DETAIL 3
E-6 SCALE: N.T.S.
MECHANICAL CONNECTION DETAIL
SCALE: N.T.S.
1
E-6
GROUNDING SCHEMATIC
NOT USED
SCALE: N.T.S.
4
E-6
GRND
16'-0"
IDEAL SPACING
PROPOSED #4/0 AWG TINNED
COPPER GROUNDING
ELECTRODE CONDUCTOR
PER NEC 250.66(A)
PROPOSED (2) 5/8"x8'-0"
COPPER CLAD GROUND ROD
INSTALLATION PER NEC
250.52(A)(5), 250.53(A), 250.68
IF SPACE IS LIMITED,
THEN MEET 6'-0"
MINIMUM SPACING
NOTES:
1.ALL HARDWARE SHALL BE STAINLESS STEEL 3/8"Ø OR
LARGER. ALL HARDWARE 18-8 STAINLESS STEEL
INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH
AN ANTI-OXIDANT COMPOUND BEFORE MATING.
2.FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM
FLAT WASHER BETWEEN LUG AND STEEL, COAT ALL
SURFACES WITH AN ANTI-OXIDANT COMPOUND BEFORE
MATING.
3. ALL TERMINATION LUGS SHALL BE CRIMPED WITH
APPROVED LUG CRIMPER WITH UL CERTIFICATION.
PROPOSED
DISPENSER
LEGEND
MECHANICAL CONNECTION
CADWELD CONNECTION
PROPOSED #4 AWG COPPER
GROUNDING CONDUCTOR IN
EACH OF (1) 3" CONDUIT
PROPOSED SWITCHGEAR SHOWN
FOR REFERENCE ONLY
GRND GRND
NE
U
T
MAIN
BREAKER PANEL
SHEET TITLE
JOB NAME
NA-24-000834
BEST WESTERN PLUS
RENTON INN
1850 MAPLE VALLEY HWY
RENTON, WA 98057
EV CHARGING SOLUTIONS
11800 CLARK STREET
ARCADIA, CA 91006
ap@evcs.com
CHECKED BY: RBH
1 11-11-24 S&S PPK
REV DATE DESCRIPTION BY
2 12-5-24 S&S PPK
BURNDY CONNECTIONS
(OR APPROVED EQUAL)
"C" CONNECTOR
HYPRESS TYPE YGHC
BOND JUMPER
FIELD FABRICATED GREEN
STRANDED INSULATED TYPE 2-YA-2
COPPER LUGS
TWO HOLE - LONG BARREL
LENGTH TYPE YA-2
PARALLEL HORIZONTAL
CONDUCTORS
PARALLEL DEAD END TAP OR
HORIZONTAL THRU CONDUCTOR
TYPE PC
PARALLEL HORIZONTAL
CONDUCTORS
PARALLEL THROUGH
CONNECTION OF HORIZONTAL
TYPE PT
THROUGH CABLE TO
GROUND ROD
THROUGH CABLE TO TOP
OF GROUND ROD TYPE GT
HORIZONTAL SPLICE
SPLICE OF HORIZONTAL
CABLES
HORIZONTAL STEEL SURFACE
TO FLAT STEEL SURFACE OR
HORIZONTAL PIPE TYPE HS
VERTICAL STEEL
SURFACE
CABLE DOWN AT 45° TO
VERTICAL STEEL
SURFACE INCLUDING
PIPE TYPE VS
VERTICAL PIPE
CABLE DOWN AT 45° TO
RANGE OF VERTICAL
PIPES TYPE VS
CABLE TO REBAR
TEE CONNECTION HORIZONTAL
CABLE TAP TO VERTICAL REBAR
TYPE RJ
CADWELD CONNECTIONS
(OR APPROVED EQUAL)
E-6
GRND
PROPOSED
L2
DISPENSER
PROPOSED #10 AWG COPPER
GROUNDING CONDUCTOR IN
EACH OF (1) 1" CONDUIT