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tirtfc 0 er1c WA200211 FEDERAL WAY INSTALLATION OF ELECTRIC VEHICLE CHARGING EQUIPMENT WALMART 3794 34520 16th AVE. S. FEDERAL WAY, WA. 98003 SITE INFORMATION AREA MAP LOCATION MAP PROJECT DESCRIPTION EV SITE ADDRESS: COUNTY: 6THI, ;� �° • INSTALL (1) UTILITY TRANSFORMER • INSTALL (1) SWITCHBOARD ASSEMBLY 34520 16th AVE. S. KING ----_ ._.-�__W� �� � � �,�-ma��ro�rv,,. � � � �� � � � • INSTALL 3 150KW BTC POWER UNIT FEDERAL WAY, WA. 98003 LATITUDE (NAD83): ' �4 ( ) 51 6 ' �,y� • INSTALL (3) 150KW BTC DISPENSERS PROPERTY OWNER: 470 17' 29.90" N3' • INSTALL (1) LEVEL 2 CHARGER FEDERAL MARKETPLACE 47.291641° '� r & • INSTALL (1) UTILITY METER WEST LLC. I§� , • INSTALL (1) LIGHT POLE LONGITUDE (NAD83): ,� �.� ��,� I EQUIPMENT SUPPLIER: ° ,I 122 18 31.00 W �''� I�. ELECTRIFY AMERICA, LLC.-122.3086030 ' rr' @ -14 DRAWING INDEX Ki 2003 EDMUND HALLEY DRIVE SUITE 200 CONTACT ENGINEER: REV ,�.SHEET NO: SHEET TITLE RUSSELL POLLOM I I NO: VIRGINIA 20191 �r 6 RESTON, '9� �J �� � � � I (913) 458-6274 f T-1 TITLE SHEET & PROJECT DATA B POWER COMPANY: BV.COM POLLOMRE II P@ � +'r I�; GN-1 GENERAL NOTES 1 B UGET SOUND ENERGY KHADER GOUESSE S 343R—D , GN-2 GENERAL NOTES 2 B (253)-395-6922 �� '� �� r' GN-3 GENERAL NOTES 3 B THT 4 i ? -�C-1 OVERALL SITE PLAN B APPLICABLE CODES i�' i C-2 DEMOLITION SITE PLAN B f C-3 ENLARGED SITE PLAN ALL WORK SHALL COMPLY WITH THE FOLLOWING ',� j„. B APPLICABLE CODES:�� 1 8 C-4 ENLARGED PROPOSED EQUIPMENT LAYOUT B C-5 SITE ELEVATION B SITE x f _ r rr' r C-6 GRADING PLAN B 2015 INTERNATIONAL BUILDING CODE NATIONAL ELECTRICAL ELECTRICAL CODE crwlr,'; Pdj SITE E-1 UTILITY PLAN B 2017 NA ° F" ' 2012 UNIFORM PLUMBING CODE '.,,� da E-2 ELECTRICAL PLAN B 2015 UNIFORM MECHANICAL CODE E-3 SINGLE LINE DIAGRAM B 2015 INTERNATIONAL FIRE CODE ° 1 — rt:, E-4 ELECTRICAL DETAILS B 2015 INTERNATIONAL ENERGY CONSERVATION CODE`s ` wi 161 ,� >I E-5 ELECTRICAL DETAILS B v i= G-1 GROUNDING DETAILS B IN THE EVENT OF CONFLICT, THE MOST RESTRICTIVE CODE SHALL PREVAIL fill ; ,, c D-1 FENCE DETAILS B Fr T T '1 - z nu-._ D-2 EQUIPMENT DETAILS B _M I D-3 EQUIPMENT DETAILS B 5 35 D STill D-4 EQUIPMENT DETAILS B ZONING INFORMATION If I PERMITTING JURISDICTION: CITY OF FEDERAL WAY /if � ZONING CLASS: CE -� f!i , y FOR REFERENCE ONLY DRAWINGS .��,a FLOOD HAZARD AREA NOTE 1 I�I H PROPERTY SURVEY j STAGING PLAN THIS SITE IS LOCATED IN FLOOD ZONE "X". AREA OF MINIMAL FLOOD HAZARD r`L'I� CONTRACTOR NOTE CALL BEFORE YOU DIG DO NOT SCALE DRAWINGS ENGINEER OF RECORD CONTRACTOR SHALL COMPLETE INSTALL PER THE SIGNED UNDERGROUND SERVICE ALERT CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS & AND THE SEALED SET OF DRAWINGS. ANY NECESSARY UTILITY NOTIFICATION CENTER OF WASHINGTON CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ROBLEY A. EVANS DEVIATIONS FROM THE DRAWINGS MUST BE SUBMITTED 811 OR 1-800-424-5555 ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING PE # 43489 THROUGH AN RFI REQUEST PROCESS WITH ENGINEERING FOR WITH THE WORK. BLACK & VEATCH CORPORATION AN APPROVAL PRIOR TO CONTRACTOR PROCEEDING WITH A 3 WORKING DAYS UTILITY NOTIFICATION PRIOR TO CONSTRUCTION DEVIATION OF THE SIGNED AND SEALED SET OF DRAWINGS. 11 "X17" PLOT WILL BE HALF SCALE UNLESS NOTED r america ELECTRIFY AMERICA, LLC. 2003 EDMUND HALLEY DRIVE SUITE 200 RESTON, VIRGINIA 20191 BLACK & VEATC H 6800 W 115th ST, SUITE 2292 OVERLAND PARK, KS 66211 (913) 458-2000 PROJECT NO: 197479 DRAWN BY: KKP CHECKED BY: NMB B 11/13/18 ISSUED FOR 90% REVIEW A 10/30/18 ISSUED FOR 30% REVIEW REV DATE DESCRIPTION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. L J WA200211 FEDERAL WAY WALMART 3794 34520 16th AVE. S. FEDERAL WAY, WA. 98003 SHEET TITLE TITLE SHEET & PROJECT DATA SHEET NUMBER T=1 9WD NOV 2 6 2018 COMM LAITY DEY OPMENT GENERAL CONSTRUCTION NOTES 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY GENERAL CONTRACTOR: OVERLAND CONTRACTING INC. (BLACK & VEATCH) CONTRACTOR: (CONSTRUCTION) OWNER: ELECTRIFY AMERICA 2. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS. 3. 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. 4. 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. 5. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES, AND APPLICABLE REGULATIONS. 6. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 7. 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. 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 9. 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. 10. 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. 11. THE GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER DISCIPLINES. 12. CONSTRUCTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED WORKMAN IN ACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE. 13. 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. 14. THE CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 HOURS PRIOR TO COMMENCEMENT OF WORK. 15. 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. 16. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 17. THE GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND CONTRACTORS TO THE SITE AND/OR BUILDING. 18. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF CONSTRUCTION UNTIL JOB COMPLETION. 19. 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. 20. 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. 21. 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. GENERAL CONSTRUCTION NOTES CONT. 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. STRUCTURAL STEEL NOTES 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, GRADE 36, WITH HEAVY HEXAGONAL NUT. 5. FABRICATE ITEMS OF STRUCTURAL STEEL IN ACCORDANCE WITH AISC SPECIFICATION. 6. ALL EXPOSED STRUCTURAL STEEL, BOLTS, AND HARDWARE 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 CONCRETE MASONRY NOTES 1. CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT UNITS CONFORMING TO ASTM C90, GRADE N-1, (F'M=1,500 PSI). MEDIUM WEIGHT. (115 PCF) 2. MORTAR SHALL BE TYPE "S" ABOVE GRADE, TYPE "M" BELOW GRADE CONFORMING TO ASTM C270. (MINIMUM 2,000 PSI AT 28 DAYS) 3. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS CONFORMING TO ASTM C476. 4. ALL CELLS CONTAINING REINFORCING STEEL OR EMBEDDED ITEMS, ALL CELLS IN RETAINING WALLS, AND WALLS BELOW GRADE SHALL BE SOLID GROUTED. 5. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAM OR LINTEL BEAM UNITS. 6. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THE GROUT POUR 1-1/2" BELOW TOP OF THE UPPERMOST UNIT. 7. ALL BOND BEAM BLOCK SHALL BE "DEEP CUT" UNITS. 8. PROVIDE INSPECTION AND CLEAN -OUT HOLES AT BASE OF VERTICAL CELLS HAVING GROUT LIFTS IN EXCESS OF 4'-0" OF HEIGHT. 9. ALL GROUT SHALL BE CONSOLIDATED WITH A MECHANICAL VIBRATOR. 10. CEMENT SHALL BE AS SPECIFIED FOR CONCRETE. 11. REINFORCING BARS - SEE NOTES UNDER "REINFORCED CONCRETE NOTES" FOR REQUIREMENTS. REINFORCEMENT SHALL BE PLACED PRIOR TO GROUTING. LAP SPLICES SHALL BE 48 BAR DIAMETERS, MINIMUM. 12. PROVIDE ONE BAR DIAMETER (A MINIMUM OF 1/2") GROUT BETWEEN MAIN REINFORCING AND MASONRY UNITS. 13. LOW LIFT CONSTRUCTION, MAXIMUM GROUT POUR HEIGHT IS 4 FEET. 14. HIGH LIFT GROUTED CONSTRUCTION MAY BE USED IN CONFORMANCE WITH PROJECT SPECIFICATIONS AND SECTION 2104 OF IBC. 15. ALL CELLS IN CONCRETE BLOCKS SHALL BE FILLED SOLID WITH GROUT, EXCEPT AS NOTED IN THE DRAWINGS OR SPECIFICATIONS. 16. CELLS SHALL BE IN VERTICAL ALIGNMENT, DOWELS IN FOOTINGS SHALL BE SET TO ALIGN WITH CELLS CONTAINING REINFORCING STEEL. 17. REFER TO DRAWINGS FOR SURFACE AND HEIGHT OF UNITS, LAYING PATTERN AND JOINT TYPE. 18. SAND SHALL BE CLEAN, SHARP AND WELL GRADED, FREE FROM INJURIOUS AMOUNTS OF DUST, LUMPS, SHALE, ALKALI OR ORGANIC MATERIAL. 19. ALL MORTAR FIN OBSTRUCTIONS AND DEBRIS SHALL BE CLEANED FROM INSIDE OF CELLS PRIOR TO GROUTING. REINFORCED CONCRETE NOTES I. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS UNLESS OTHERWISE NOTED CONTINUOUS INSPECTION IS NOT REQUIRED. SLUMP: 4" MIN / 6" MAX. AIR ENTRAINMENT: 41/2% - 7% BY VOLUME 2. REINFORCEMENT SHALL BE A NEW BILLET STEEL DEFORMED BARS CONFORMING TO ASTM SPECIFICATION A615 GRADE 60, MAXIMUM COARSE AGGREGATE SIZE SHALL BE 3/4". 3. REINFORCEMENT SHALL COMPLY WITH THE LATEST EDITION OF ACI 318 FOR MINIMUM CLEARANCES AND CONCRETE COVER. 4. ALL EMBEDDED ITEMS SHALL BE SECURELY HELD IN POSITION PRIOR TO PLACEMENT OF CONCRETE. ALL CONCRETE SHALL BE READY -MIXED IN ACCORDANCE WITH ASTM C94. 5. MAINTAIN TEMPERATURE OF CAST IN PLACE CONCRETE BETWEEN 50 DEGREES AND 90 DEGREES FAHRENHEIT. 6. DO NOT USE RETEMPERED CONCRETE, OR ADD WATER TO READY -MIX CONCRETE AT THE JOB SITE. 7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. 8. EXCEPT AS DETAILED OR AUTHORIZED, MAKE BARS CONTINUOUS AROUND CORNERS WHERE PERMITTED, SPLICES MADE BY CONTACT LAPS SHALL BE CLASS "B" TENSION LAPS UNLESS NOTED OTHERWISE. 9. DETAIL BARS IN ACCORDANCE WITH "ACI DETAILING MANUAL", PUBLICATION SP-66 AND " BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 318. 10. PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING. 11. EXPANSION JOINTS SHALL BE CONSTRUCTED AT LOCATIONS WHERE THE CONCRETE PAD ABUTS CONCRETE CURBS, DRIVEWAYS, AND SIMILAR STRUCTURES, AND AS SHOWN ON APPROVED PLANS. EXPANSION JOINTS SHALL BE FORMED WITH ONE-HALF INCH PRE -FABRICATED NON -EXTRUDING FILLER AND SHALL EXTEND THE FULL DEPTH OF THE SLAB. ,z/ electrify F america ELECTRIFY AMERICA, LLC. 2003 EDMUND HALLEY DRIVE SUITE 200 RESTON, VIRGINIA 20191 E BLACK & VEATCH 6800 W 115th ST, SUITE 2292 OVERLAND PARK, KS 66211 (913) 458-2000 PROJECT NO: 197479 DRAWN BY: KKP ,CHECKED BY: NMB B 11/13/18 ISSUED FOR 90% REVIEW A 10/30/18 ISSUED FOR 30% REVIEW REV DATE DESCRIPTION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. WA200211 FEDERAL WAY WALMART 3794 34520 16th AVE. S. FEDERAL WAY, WA. 98003 SHEET TITLE GENERAL NOTES 1 SHEET NUMBER GN=l ANCHORAGE INSTALLATION NOTES 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. CONCRETE SIDEWALK CONSTRUCTION REQUIREMENTS 1. PLACING AND FINISHING CONCRETE THE CONTRACTOR SHALL PROVIDE ADEQUATE TOOLS AND EQUIPMENT TO PRODUCE QUALITY WORKMANSHIP IN PLACING AND FINISHING CONCRETE. THE SIDEWALK AND RAMPS SHALL BE FINISHED TO THE TOP OF THE FORMS AND THE SURFACE FINISHED WITH A WOOD OR STEEL FLOAT AND SURFACE TEXTURE SHALL BE A COURSE BROOM FINISH TRANSVERSE TO THE SLOPE OF THE SIDEWALK OR RAMP. NO "PLASTERING" OF THE SURFACE SHALL BE PERMITTED. 2. CONTRACTION JOINTS THE SIDEWALK SURFACE SHALL BE MARKED OFF INTO NOMINAL SQUARES OF DIMENSION TO THE WIDTH OF THE SIDEWALK WITH A MAXIMUM DISTANCE BETWEEN JOINTS OF SEVEN FEET SAWING JOINTS, THE CONTRACTOR SHALL BEGIN AS SOON AS THE CONCRETE HARDENS SUFFICIENTLY TO PREVENT EXCESSIVE RAVELING ALONG THE SAW CUT AND SHALL FINISH BEFORE CONDITIONS INDUCE UNCONTROLLED CRACKS, REGARDLESS OF THE TIME OR WEATHER. 3. EXPANSION JOINTS EXPANSION JOINTS SHALL BE CONSTRUCTED AT LOCATIONS WHERE THE SIDEWALK ABUTS EXISTING CONCRETE CURBS, DRIVEWAYS, AND SIMILAR STRUCTURES, AND EVERY TWO HUNDRED FIFTY FEET AND AS SHOWN ON APPROVED PLANS. EXPANSION JOINTS SHALL BE FORMED WITH ONE-HALF INCH PREFABRICATED NON -EXTRUDING FILLER AND SHALL EXTEND THE FULL DEPTH OF THE SLAB. GENERAL SITE WORK NOTES 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. 1.1 REFERENCES: A. DOT (STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION -CURRENT EDITION). B. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS). C. OSHA (OCCUPATION SAFETY AND HEALTH ADMINISTRATION). 1.2 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). 1.3 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. GENERAL SITE WORK NOTES CONT. PART 2 - PRODUCTS 2.1 SUITABLE MATERIAL - SUITABLE MATERIAL ARE 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. 2.2 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. 2.3 GRANULAR BACKFILL - SHALL MEET THE FOLLOWING GRADATION 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 2.4 GRANULAR BEDDING WELL -GRADED SAND MEETING THE GRADATION REQUIREMENT OF ASTM C 33 FINE AGGREGATE. 2.5 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. 2.6 BACKFILL - PRODUCTS MEETING THE REQUIREMENTS OF SUITABLE MATERIAL, GRANULAR BEDDING, GRANULAR BACKFILL OR CLSM. 2.7 TOPSOIL - SOIL WITH AN ORGANIC CONTENT SUFFICIENT TO ALLOW VEGETATIVE GROWTH. PART 3 - EXECUTION 3.1 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. 1. 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. 3.2 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. GENERAL SITE WORK NOTES CONT. 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. 3.3 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. 3.4 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 3.5 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. 3.6 ASPHALT PAVING ROAD: WASHINGTON STANDARD SPECIFICATION DIVISION 5 - WSDOT PAVEMENT A. CONTRACTOR RESPONSIBLE FOR RE -STRIPING AND APPLYING SEALCOATING, UNLESS OTHERWISE SPECIFIED. ,� electrify r america ELECTRIFY AMERICA, LLC. 2003 EDMUND HALLEY DRIVE SUITE 200 RESTON, VIRGINIA 20191 BLACK & VEATCH 6800 W 115th ST, SUITE 2292 OVERLAND PARK, KS 66211 (913) 458-2000 PROJECT NO: 197479 DRAWN BY: KKP CHECKED BY: NMB B 11/13/18 ISSUED FOR 90% REVIEW A 10/30/18 ISSUED FOR 30% REVIEW REV DATE DESCRIPTION 0;� o+ 0Q'gQ- IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. WA200211 FEDERAL WAY WALMART 3794 34520 16th AVE. S. FEDERAL WAY, WA. 98003 SHEET TITLE GENERAL NOTES 2 SHEET NUMBER GN=2 ELECTRICAL NOTES 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. ELECTRICAL NOTES CONT. 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. 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 TWO LENGTHS OF 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. GROUNDING NOTES 1. 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. 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. IRRIGATION NOTES 1. CONTRACTOR TO INSTALL IRRIGATION FOR PROPOSED LANDSCAPING BY TYING INTO NEAREST IRRIGATION SYSTEM. NEW LANDSCAPING TO BE INSTALLED AFTER INSTALLATION OF IRRIGATION SYSTEM. 2. INSTALLING ELECTRIC VEHICLE CHARGING STATIONS WILL MOST LIKELY AFFECT THE SITE'S IRRIGATION SYSTEM FOR A PERIOD OF TIME. TO ENSURE THE IRRIGATION SYSTEM IS WORKING AS WELL AS POSSIBLE, THE COMPANY INSTALLING THE EV CHARGING STATION MUST NOTIFY WALMART'S IRRIGATION MONITORING COMPANY AT THREE POINTS DURING CONSTRUCTION. • BEFORE DEMO BEGINS, THE INSTALLING COMPANY MUST CALL SC&A (615-469-0943) TO LET THEM KNOW THAT CONSTRUCTION IS STARTING AND DAMAGES MAY BE DONE TO THE IRRIGATION SYSTEM, AS WELL AS PROVIDE AN APPROXIMATE COMPLETION DATE. • WHEN IRRIGATION REPAIRS HAVE BEEN COMPLETED, THE INSTALLING COMPANY MUST CALL SC&A (615-469-0943) TO HAVE THE IRRIGATION SYSTEM TESTED REMOTELY TO MAKE SURE IT IS IN PROPER WORKING CONDITION. • WHEN CONSTRUCTION IS COMPLETE, THE INSTALLING COMPANY MUST CALL SC&A (615-469-0943) TO HAVE THE IRRIGATION SYSTEM TESTED REMOTELY TO MAKE SURE IT IS IN PROPER WORKING CONDITION. • AT ANY OF THE ABOVE TIMES, WALMART'S IRRIGATION MAINTENANCE CONTRACTOR MAY BE CONTACTED TO MEET THE INSTALLER ON SITE TO ENSURE PROPER WORKING OF THE IRRIGATION SYSTEM BEFORE THE INSTALLATION CAN BE CONSIDERED COMPLETE. 3. THE INSTALLING COMPANY AND THEIR IRRIGATION SUBCONTRACTOR WILL NOT HAVE ACCESS TO THE IRRIGATION CONTROLLER ON SITE. IF A STATION NEEDS TO BE TURNED ON OR OFF, TESTED, OR RUN, THE INSTALLING COMPANY MUST CALL SC&A (615-469-0943) TO HAVE THESE THINGS DONE REMOTELY. 4. THE INSTALLING COMPANY CANNOT TURN OFF THE IRRIGATION SYSTEM OR THE WATER WITHOUT NOTIFYING SC&A (615-469-0943). WALMART HAS THE RIGHT TO PROTECT THEIR PLANT MATERIAL BY USING THE IRRIGATION SYSTEM AND THE INSTALLED CANNOT IMPEDE THAT PROTECTION. THE MONITORING COMPANY WILL BE ALERTED BY THE CONTROLLER IF THE WATER OR THE CONTROLLER IS TURNED OFF. WALMART DESIGN GUIDELINES 1. REFER TO THE PROJECT AREA STALL COUNT TABLE ON SHEET C-3 FOR THE PRE -APPROVED WALMART STALL COUNT. 2. IF EXISTING LIGHTING IS DETERMINED TO FALL BELOW THE 2.0-4.5 FC RANGE, ADDITIONAL LIGHTING WILL BE ADDED. REFER TO SHEET C-3 FOR PROPOSED LIGHT POLES (IF APPLICABLE). 3. REFER TO THE NOTES SECTION OF WALMART STAGING PLAN REFERENCE SHEET AND SHEET E-1 FOR TRENCHING/BORING INSTRUCTIONS. REFER TO SHEET E-4 FOR TRENCHING UNDER ASPHALT WITH FLOWABLE BACKFILL DETAIL. 4. REFER TO NOTES SECTION OF SHEET C-3 FOR SLOPE REQUIREMENTS (IF ACCESSIBLE STALL IS CLEARLY IDENTIFIED.) ,� As / america ELECTRIFY AMERICA, LLC. 2003 EDMUND HALLEY DRIVE SUITE 200 RESTON, VIRGINIA 20191 r>> BLACK & VEATCH 6800 W 115th ST, SUITE 2292 OVERLAND PARK, KS 66211 (913) 458-2000 PROJECT NO: 197479 DRAWN BY: KKP CHECKED BY: NMB B 11/13/18 ISSUED FOR 90% REVIEW A 10/30/18 ISSUED FOR 30% REVIEW REV DATE DESCRIPTION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. WA200211 FEDERAL WAY WALMART 3794 34520 16th AVE. S. FEDERAL WAY, WA. 98003 SHEET TITLE GENERAL NOTES 3 SHEET NUMBER GN=3 NOTES 1. THE CONTRACTOR SHALL RETURN SIDEWALKS, LANDSCAPING, PLANTERS, IRRIGATION SYSTEMS, AND ANY OTHER FACILITIES DISTURBED BY THE WORK TO THE SAME OR BETTER CONDITION THAN EXISTED PRIOR TO THE COMMENCEMENT OF THE WORK. 2. ALL QUANTITIES LISTED IN DEMOLITION PLAN SHEET ARE ONLY APPROXIMATIONS. THE CONTRACTOR SHALL VERIFY ALL QUANTITIES BEFORE BIDDING. EXISTING ASPHALT PARKING LOT COW v o c °b CJ Q04. a,a b r? '43d 56'-1 " DEMO QUANTITIES TABLE ASPHALT 65 SQ YDS ® CURB 92 LF ® PARKING LINES GRINDING C m C m ST ST --______ ST EXISTING CART CORRAL TO BE m RELOCATED 1 m \ if o s3 C \\\\\\\\\ \\\\\\\\ \\ \ QP End aq b o' ly, r� ° SEE DEMO QUANTITIES TABLE DEMOLITION SITE PLAN electrify / america ELECTRIFY AMERICA, LLC. 2003 EDMUND HALLEY DRIVE SUITE 200 RESTON, VIRGINIA 20191 r BLACK & VEATCH 6800 W 115th ST, SUITE 2292 OVERLAND PARK, KS 66211 (913) 458-2000 PROJECT NO: 197479 DRAWN BY: KKP CHECKED BY: NMB B 1 11/13/18 ISSUED FOR 90% REVIEW A 10/30/18 ISSUED FOR 30% REVIEW REV DATE DESCRIPTION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. / WA200211 FEDERAL WAY WALMART 3794 / 34520 16th AVE. S. FEDERAL WAY, WA. 98003 c m SHEET TITLE DEMOLITION SITE PLAN SHEET NUMBER ° C=2 6' 4' 2' 0 5' 10, 3/16"=1'-0" 2no-n.l ENLARGED PROPOSED EQUIPMENT LAYOUT PROPOSED A SWITCHBOARD D-3 ASSEMBLY PROPOSED A CONCRETE PAD D-2 PROPOSED KEYSAFE PRO S7 (PROVIDED BY CONTRACTOR) PROPOSED C D SINGLE GATE D-1 D-1 (TYP OF 2) FUTURE POWER UNIT PROPOSED FENCE POST A FOOTING (TYP) D-1 PROPOSED FENCE POST (TYP) 12" 6" 0 1' 2' 3' 3/4"=1'-0" Aw- electrify / america ELECTRIFY AMERICA, LLC. 2003 EDMUND HALLEY DRIVE SUITE 200 RESTON, VIRGINIA 20191 0 BLACK & VEATC H 6800 W 115th ST, SUITE 2292 OVERLAND PARK, KS 66211 (913) 458-2000 PROJECT NO: 197479 DRAWN BY: KKP CHECKED BY: NMB B 11/13/18 ISSUED FOR 90% REVIEW A 10/30/18 ISSUED FOR 30% REVIEW REV DATE DESCRIPTION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. WA200211 FEDERAL WAY WALMART 3794 34520 16th AVE. S. FEDERAL WAY, WA. 98003 SHEET TITLE ENLARGED PROPOSED EQUIPMENT LAYOUT SHEET NUMBER C=4 a f aw PROPOSED EV D E CHARGING ONLY SIGN PROPOSED UTILITY TRANSFORMER — PROPOSED EQUIPMENT ENCLOSURE PROPOSED A CONCRETE PAD D-1 SITE ELEVATION D PROPOSED WHEEL D-2 STOP (TYP) PROPOSED A B LIGHTPOLE PROPOSED DISPENSER (TYP) B C D-2 D-2 PROPOSED LEVEL 2 3 CHARGER D PROPOSED D-2 CURB (TYP) m EXISTING TREE (TYP) EXISTING BUSH (TYP) EXISTING CONCRETE CURB (TYP) EXISTING ASPHALT 4' 2' 0 4' 8' ,0electrify / america ELECTRIFY AMERICA, LLC. 2003 EDMUND HALLEY DRIVE SUITE 200 RESTON, VIRGINIA 20191 BLACK & VEATC H 6800 W 115th ST, SUITE 2292 OVERLAND PARK, KS 66211 (913) 458-2000 PROJECT NO: 197479 DRAWN BY: KKP CHECKED BY: NMB B 11/13/18 ISSUED FOR 90% REVIEW A 10/30/18 ISSUED FOR 30% REVIEW LREV DATE DESCRIPTION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. WA200211 FEDERAL WAY WALMART 3794 34520 16th AVE. S. FEDERAL WAY, WA. 98003 SHEET TITLE SITE ELEVATION SHEET NUMBER C=5 NOTES 1. THE UTILITY DESIGN DETAILS SUMMARIZED ON THIS SHEET ARE FOR PROPERTY OWNER REVIEW. THE CONTRACTOR SHALL REFERENCE THE UTILITY DESIGN PACKAGE (UDP), PROVIDED WITH THE "ISSUED FOR CONSTRUCTION" DRAWINGS FOR BIDDING. THE CONTRACTOR SHALL INSTALL THE UTILITY RELATED SCOPE OF WORK PER UTILITY CONSTRUCTION SPECIFICATION REQUIREMENTS. 2. UTILITY EQUIPMENT INSTALLATIONS AND PREP WORK AND TERMINATION OF SERVICE CONDUCTORS SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY ENGINEER AT TIME OF PRE -CONSTRUCTION MEETING TO ENSURE ACCURACY OF INSTALLATIONS. 3. TRANSFORMER BOLLARD PROTECTION TO BE INSTALLED PER UTILITY SPECIFICATION. ADDITIONAL BOLLARD PROTECTION MAY BE REQUIRED AT THE DISCRETION OF THE UTILITY FIELD INSPECTION PERSONNEL. UTILITY SERVICE LATERAL LENGTHS UTILITY LINEAR *ESTIMATED TRANSFORMER LENGTH (FT) LENGTH (FT)* TO SERVICE EQUIPMENT 7 29 TOTAL LENGTH OF WIRE 116 PER CONDUIT = NUMBER OF WIRE FILLED CONDUITS 5 TOTAL LENGTH OF WIRE = 580 (SEE SHEET E-3 FOR WIRE CONFIGURATION) *TOTAL LENGTH OF WIRE = 4 WIRES PER CONDUIT x ESTIMATED LENGTH x NUMBER OF FILLED CONDUITS PROPOSED F UTILITY METER D-3 10 �� PROPOSED 1 112" \ RGS CONDUIT PROPOSED SWITCHBOARD ASSEMBLY Y O PROPOSED L (6) PROPOSED 4" EQUIPMENT UNDERGROUND SERVICE ENCLOSURE LATERAL CONDUITS, FROM A TRANSFORMER TO SERVICE D-1 EQUIPMENT SWITCHBOARD PLAN A -A SCALE: NO SCALE N 3 PROPOSED TRANSFORMER CLEARANCE EXISTING WATER VAULT EXISTING ELECTRIC BOX s EXISTING (�INLET(TYP) e i i i i i i i i i i i i W i i i i i i i i i p f b i i i i i i i i i i i i i i i i i i i d° i i i i i .Y i i . i i i i i i i i i .V i •Y •Y `� i i i i i i i i i i i . i i i i i i i i i i i i i i i i i i i i i i i ViC�tl i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i W i i i i i i i i i i i i i i p fi• i i i i i i i i i i i i i i i i i i i i i i i i i i I I i i i i i i i i i i i i i i i _ by i i ps • i i i W i i i i i i i i i i i i i i i W i i i i i i i i i i i i i i i i i/•;} tl-0 i i i b i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i o\ i i i •� • A . i i i tl G ® i i i i i i i i i i i i i i i i i •p� i i i i i i i i i i i i i i i i i i i i i i i i W i i i i i i i i i i i i i p'9 ♦ W i i i i i i EXISTING i i i � i i i i i i i •� -0 i i i i i i i d �...., i i i i i W W Wi WJWATER POND W iii i i i i •'° Wi i i i i iii i i i i i (TYP) W i i i i W i W 1 W i i i i i i V EXISTING p9tib♦ a, i W W W i W W i W i i W i W W W W W i i i W W i i W i i i i i i W i i i i i i V• W i y i i W W V BUSH (TYP) ••fi m i i W i W i i i i W i W i i i i W i i i W i W i W i i i W i W i I Y °•�� i i i i i i i i i W i i W i i i i i i i i i ,��r p.R9W p9 i i I Y W i W i W i W i '�.'& i i i i i i i i i i i i i •� -0 i i i i i i i i i W i i i W i i i W i i i i i i i i i i i i i i i i i i i i •�� i i i i i i i i i i i i i i i i i i i i i i i� i i i p 9 • i i i i i i i i i i i i i i i i i i Y i i i i i i i i i i i i •�b i i i i i i i i i i i i i i i i i 0 jWVL i i i i i i i . i i i i i W i i i i .Y ii•�•2'tl W i i i i i i .Y i i i .V i i i i i i i 2n ' '^ Y i i i . i i i i i W p•b bt( i i i i i i i i i i i i i i i i i i i i i i '/ . 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X: d tl i Y i i i i YEXISTING GRASSY •• AREA °.4 ° W iiYii i idiiiiW i °° -X', ° .Xi i i i i i d° d• $ °d: d Xi i i i i i i i i i i i Y i Y Oa da i i i i i i A iiiiiiiiiii di i i i i i i i i i • d • Qi i i i i i i d ' 4. '4 dJ EXISTING -4 Q•RETAINING WALLi i r Y (1) PRIMARY 4" CONDUIT wL SIDEWALK (TYP) wL L Yiiiiiiii i iiEXISTING iiiiyiW FROM LIGHT POLE TO EXISTING CONTOUR W EXISTING LIGHT EXISTING ASPHALT WiiiiWiiiiiWii iUTILITY TRANSFORMER LINETPPARKING LOT iii ` POLE (TYP) d b., p9 WWii iiWiWiii //o airs i W i W W i War i W i W i i i .Y i .Y W •Y i W i .v i .Y W .v i W i W i .Y W .Y i .Y W i i i i i i i i i i i i i i W i W i i W i W (1) PRIMARY 4" CONDUIT r° ® �� �, i J EXISTING UNDERGROUND i /` i i i i i FROM LIGHT POLE TO ""i " ELECTRIC LINE (TYP) \ (. UTILITY TRANSFORMER i U E i i i i i i i i i p90 i i i W W i i i W W i i i i o f • i i i i i i i i i ti a i tib i I i i i i i i i i •�• N�tl i i i i PROPOSED XXXKVA UTILITY TRANSFORMER \ 277/480V,10, 4W ON X'-X'WxX'-X" LxX'-X"D CONCRETE PAD/ VAULT \ i IN` EXISTING CONCRETE p,.W JCURB WITH GUTTER (TYP) %llzr.ii i i b — .� -0 �1V• i • H �tl i i i i i i i ' lb\,''' i i ® ^ i i W\W\ i i i J• i W V• .Y i i i i i i i i i i i W i i l 1,� i i i i .Y i i W i i i .Y i i i/ i W i i i i i W W i V• .Y i i _ p 9 i i i i i i i i �✓ i i i i i i i i i i i i i i i i LL b i i i i �l• i i i i i i /C/ i i i i i i i W W i V• i i i •L • 9 i i i i i i i i i i i i i i i i i i i i i i A -A %tl i i i i i i i i i i i i ii• ♦ p f • i i i i i i i i i i W i i i i p f i i i i i i i i 2 •�° t♦ -0 i i i i� i i i� W i i i i i i P� } V i W W W i i i O� p f • j i i i i i °b W i i i i i i •',0 • i i i �� S p o i i i i i i •� �} q i .Y .Y i i i J• i .Y .v W .Y W J. W i b y •�_;� iW i i i WWiii i r. ,•ii i iiW Wii i i i i i WiW pj^ i ii i i i i iiii'�•b�tl i i i i i i `L` � i i i W i i i i i i i W i i i W W W i V• i i i i i W ' ^� v i ' � � pf • i i i i i' -n i i i i i W W i i i i i i i i i W i i . tib V- \ ` .� 9 i W W i i i �O• i i i i W i W i i i i i i i i i i i i i i ' � •„� i i i i i i� � i i iiiiiiiiiiiiiW i pf WWiii W. 2 � i •?i tic .: � � / i/ i ♦ `I�w �`Y •Y i •�• Ob�tl i W /' \ � ps°b i W i i i i i i i ^,� �;i W W p9 • i i W i i i i i i i W i •��m W V• W W i i W i ® ® � / � �'{`y i J W i i i W i W i i i i i i i � OIf i •�.r•} 9 i i i i i i i i i i i i W W i i i i . �\ i i W i i i i i W�v i �b • i i i i i i i i i i i i i i i i i i� rb i/i i i i i i .V i i i i i / �•ro�< i i i i i / i i i i i i i i i i i i i i i i i i •Y i i i i i i i i i i i i i EXISTING PROPERTYiiiiiii �• =% i i i i i i i i LINE (TYP) �•;,; iii W i i i W i i . i i i i i i i i i i •� `b: i / p S; / i i i i i i i p 9 i i ,. . . .. . .. .. . .. .• i i Wi i i i W i i i W i i i i i W i W i L •• -0 i Y Q W W i ip 9• i i �0 W i W i i i W i i i i i i i i i i i i i i i i W ••`y�tl i /i i i b W i i i •� .}gyp{ i i i i i i i i i i i i i i i i i i i i i i i i p f i i i i i i •� •t(-0 i i ••�•�.` i i i i i i i i i i i i i i i i i i i i i i i Vy b i i i i i • I0 :• W i i i i i i W W i W W i Ji W i i .Y i W i i i i i /• Y• �Y � i i i i i i i i W W W W i W V• i i i i i i .Y W i i i i i i i i i i i i i i i i p •'°C W i w i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i N i PENDING UTILITY DESIGN /• °' ��tl if/i W i i i i i .✓ i i W i W i i W i W i i W i W W i i i i i i i W i i W i i i i W i i i i i W i W i i i W i i i` _ r' UTILITY PLAN I 30' 20' 10' 0 30' 60' 1 "=30' ,� electrify / america ELECTRIFY AMERICA, LLC. 2003 EDMUND HALLEY DRIVE SUITE 200 RESTON, VIRGINIA 20191 BLACK & VEATCH 6800 W 115th ST, SUITE 2292 OVERLAND PARK, KS 66211 (913) 458-2000 PROJECT NO: 197479 DRAWN BY: KKP CHECKED BY: NMB B 1 11/13/18 ISSUED FOR 90% REVIEW A 10/30/18 ISSUED FOR 30% REVIEW REV DATE DESCRIPTION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. WA200211 FEDERAL WAY WALMART 3794 34520 16th AVE. S. FEDERAL WAY, WA. 98003 SHEET TITLE UTILITY PLAN SHEET NUMBER Eml • 1. CONDUIT ROUTING IS DIAGRAMMATICALLY SHOWN ON PLANS AND ARE ONLY APPROXIMATIONS. THE EXACT LOCATION AND ROUTING PATHS SHALL BE FIELD VERIFIED AND INSTALLED PER JURISDICTIONAL REQUIREMENTS. 2. ALL ELECTRICAL WORK AND RELATED ACTIVITIES PERFORMED ONSITE SHALL BE DONE IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE (NEC) STANDARDS BEING ENFORCED BY ALL APPLICABLE JURISDICTIONAL REQUIREMENTS AT TIME OF CONSTRUCTION. 3. UTILITY EQUIPMENT INSTALLATIONS AND PREP WORK SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY ENGINEER TO ENSURE ACCURACY OF INSTALLATIONS. 4. REFER TO CONDUIT AND WIRE SCHEDULE ON E-3 FOR CONDUIT AND WIRE REQUIREMENTS. 5. SEE FINAL UTILITY DESIGN PACKAGE (UDP) FOR SWITCHBOARD CONDUIT LAYOUT. ** AC CONDUCTORS: 16 FEET IS ADDED TO THE HORIZONTAL RUN LENGTH TO ACCOUNT FOR BURIED DEPTH. *** DC CONDUCTORS: 22 FEET IS ADDED TO THE HORIZONTAL RUN LENGTH TO ACCOUNT FOR BURIED DEPTH. G SEE NOTE 5 FOR REFERENCE PROPOSED DISPENSER CHARGE POST NUMBER 150 KW LEVEL 2 1 1 2 1 3 1 4 1 ELECTRICAL PLAN POWER UNIT LENGTHS LINEAR LENGTH POWER UNIT SWBD TO POWER **ESTIMATED UNIT LENGTH 10 9 25 2� 17 33 0 11 27 (SEE SHEET E-3 FOR WIRE CONFIGURATION) AC LEVEL 2 CHARGER LENGTHS SWITCHBOARD DISPENSER LINEAR **ESTIMATED LENGTH (FT) LENGTH (FT) 120/208V DISTRIBUTION ® 70 86 SECTION DC CHARGING POST LENGTHS POWER UNIT DISPENSER LINEAR LENGTH ***ESTIMATED LENGTH (FT) (FT) 1❑ 1� 49 71 a a 28 50 a F3] 51 73 (SEE SHEET E-3 FOR WIRE CONFIGURATION) AC AUXILIARY POWER LENGTHS LINEAR **ESTIMATED SWITCHBOARD DISPENSER LENGTH (FT) LENGTH (FT) 120/208V 1 41 57 2 27 43 DISTRIBUTION SECTION 3 57 73 sgs%otg 9fy / america ELECTRIFY AMERICA, LLC. 2003 EDMUND HALLEY DRIVE SUITE 200 RESTON, VIRGINIA 20191 E BLACK & VEATC H 6800 W 115th ST, SUITE 2292 OVERLAND PARK, KS 66211 (913) 458-2000 PROJECT NO: 197479 DRAWN BY: KKP CHECKED BY: NMB B 11/13/18 ISSUED FOR 90% REVIEW A 10/30/18 ISSUED FOR 30% REVIEW REV DATE DESCRIPTION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. WA200211 FEDERAL WAY WALMART 3794 34520 16th AVE. S. FEDERAL WAY, WA. 98003 SHEET TITLE ELECTRICAL PLAN SHEET NUMBER E=2 3/16"=1'-0" UTILITY TRANSFORMER, INCOMING / METERING MAIN BREAKER 480/277V, 3c0, 4W SECTION SECTION XXXKVA PROPOSED UTILITY GROUND (PER UTILITY) r , � MI L--J 1 #6 SOLID AWG CU GROUNDING ELECTRODE CONDUCTOR PER NEC 250.66 (A) GROUNDING ELECTRODE 5/8"XV-0" COPPER CLAD GROUND ROD INSTALLATION PER NEC 250.52(A)(5), 250.53 (A) AND 250.68 CONCRETE ENCASED ELECTRODE PER NEC 250.52(A)(3)(1) OR (2) — SEE NOTE 1 NOTES 1. PROPOSED UTILITY CTS & PTS SHALL BE LOCATED WITHIN THE UTILITY TRANSFORMER AS SHOWN IN THIS DRAWING PACKAGE. 2. 30KVA 48OV-120/208V TRANSFORMER AND DISTRIBUTION PANEL ARE INCLUDED AS PART OF THE U.L. LISTED 891 SWITCHBOARD ASSEMBLY. _ 1600A GE SWITCHBOARD 277/480V, 30, 4W 65KAIC WITH GROUND FAULT PROTECTION _ 27 // 847 0V DISTRIBUTION SECTION 1120/208V DISTRIBUTION SECTION r-----71 1 1 1600AF i 1000AT 1 1 W/RELT I Lt ---- 1 r� MANUFACTURER PROVIDED MAIN BONDING JUMPER PER NEC 250.24(A) (4),250.28(C),250.8(A)(7) 2 #4 AWG BARE CU GROUNDING ELECTRODE CONDUCTOR PER NEC 250.66(B) BTC POWER UNITS AVAILABLE FAULT AVAILABLE FAULT CURRENT PROVIDED BY REACTOR RESULT CURRENT BY LOCATION UTILITY AFC @ TRANSFORMER (TBD) 35KA OR LOWER NO REACTORS REQUIRED AFC @ SWITCHBOARD NA NA AVERAGE AFC @ POWER NA NA UNIT (NO REACTOR) AFC @ POWER UNIT NA NA THROUGH REACTOR AVAILABLE FAULT CURRENT (AFC) WILL BE (TBD) UNTIL PROVIDED BY UTILITY COMPANY A 9 *1600A BUS* U.s as � � as 00 0o a a Q o0 d' M tt M to M E-5 150 KW 150 KW POWER POWER UNIT #1 UNIT #2 15OKW I I 15OKW DISPENSER DISPENSER 1 2 PENDING UTILITY DESIGN I I O ��'� �""� O O 150 KW I I FUTURE POWER I UNIT UNIT #3 'POWER' i I I I 150KW I 15OKW DISPENSER IDISPENSERI 3 1 FUTURE I I I I L--.--J 10 SEE NOTE 2 4 I I j FUTURE j i BESS EQUIPMENT I I z oQ oIL oCL oa. oG. 00- r N r M r M r M r N XFM'. 30KV 480 120120 PROPOSED GI RECEPTACLE LOAD SUMMARY FLA QTY TOTAL FLA 15OKW POWER UNIT 240 3 720 30KVA TRANSFORMER 17 1 17 TOTAL LOAD = 737A 12 LEVEL 2 CHARGER PROPOSED LIGHTING (150KW) BTC CONDUIT AND WIRING SCHEDULE FROM TO CONFIGURATION (3) 600 MCM AL (THWN-2) + O UTILITY TRANSFORMER PROPOSED (1) 600 MCM AL (THWN-2) NEUT SWITCHBOARD IN (5) 4" CONDUIT (1) SPARE 4" CONDUIT PROPOSED PROPOSED POWER (3) 500 MCM AL (THWN-2) + O SWITCHBOARD UNIT (EV CHARGER) (1) #2 AWG CU (THWN-2) EGC IN (1) 3" CONDUIT PROPOSED FUTURE POWER UNIT (1) 3" CONDUIT SWITCHBOARD (EV CHARGER) O PROPOSED FUTURE BESS (3) 3" CONDUITS + SWITCHBOARD EQUIPMENT (3) 1 1/4" CONDUITS PROPOSED POWER PROPOSED DC 150KW (2) 350 MCM AL (XHHW-2) 1 KV + O UNIT (EV CHARGER) DISPENSER (POST) DC (1) #2 AWG CU (THWN-2) EGC POWER IN EACH OF (2) 2 1/2" CONDUITS PROPOSED POWER PROPOSED DC (1) MULTIMODE FIBER (ST/ST CONN) + O UNIT (EV CHARGER) DISPENSER (POST) (1) 2 CONDUCTOR #16 AWG (TW/SH PAIR) + COMMUNICATION (1) CAT 6 CABLE IN (1) 1 1/2" CONDUIT O FUTURE POWER UNIT FUTURE DC DISPENSER (2) 2 1/2" CONDUITS (EV CHARGER) (POST) DC POWER POWER UNIT FUTURE DC DISPENSER OFUTURE (EV CHARGER) (POST) (1) 1 1/2" CONDUIT COMMUNICATION PROPOSED PROPOSED DC (1) #10 AWG CU (THWN-2) + O SWITCHBOARD DISPENSER (POST) (1) #10 AWG CU (THWN-2) NEUT + 1201208V SECTION AUXILIARY POWER (1) #10 AWG CU (THWN-2) EGC IN (1) 3/4" CONDUIT 10 PROPOSED SWITCHBOARD FUTURE DC DISPENSER (POST) AUXILIARY (1) 3/4" CONDUIT 120/208V SECTION POWER PROPOSED (1) #12 AWG CU (THWN-2)+ 11 SWITCHBOARD PROPOSED GFCI (1) #12 AWG CU (THWN-2) NEUTRAL + 120/208V SECTION RECEPTACLE (1) #12 AWG CU (THWN-2) EGC IN 3/4" CONDUIT PROPOSED (2) #6 AWG CU (THWN-2) + 12 SWITCHBOARD LEVEL 2 CHARGER (1) #8 AWG CU (THWN-2) EGC IN 120/208V SECTION (1) 1 CONDUIT 13 PROPOSED SWITCHBOARD PROPOSED LIGHTING (2) #12 AWG CU (THWN-2) + (1) #12 AWG CU (THWN-2) EGC EQUIPMENT 120/208V SECTION IN (1) 1 1/4"CONDUIT ,� electrify / america ELECTRIFY AMERICA, LLC. 2003 EDMUND HALLEY DRIVE SUITE 200 RESTON, VIRGINIA 20191 M BLACK & VEATCH 6800 W 115th ST, SUITE 2292 OVERLAND PARK, KS 66211 (913) 458-2000 PROJECT NO: 197479 DRAWN BY: KKP CHECKED BY: NMB B 11/13/18 ISSUED FOR 90% REVIEW A 10/30/18 ISSUED FOR 30% REVIEW REV DATE DESCRIPTION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. WA200211 FEDERAL WAY WALMART 3794 34520 16th AVE. S. FEDERAL WAY, WA. 98003 SHEET TITLE SINGLE LINE DIAGRAM SHEET NUMBER E=3 NOTES 1. CONDUITS SHALL BE BURIED BELOW FROST LINE AND IN COMPLIANCE WITH LOCAL AND NATIONAL CODE REQUIREMENTS. 2. REFER TO CONDUIT AND WIRE SCHEDULE ON E-3 FOR CONDUIT AND WIRE REQUIREMENTS. 3. INSTALL DOTTIE DUCT SEAL COMPOUND PC 6130 (CAT NO. LHD1) (TYP FOR ALL CONDUITS FOR CHARGER CABINETS AND DISPENSERS). 4. REFER TO SHEET E-2 FOR CONDUIT STUB LOCATION. PROPOSED LEVEL 2 CHARGER - O = SEE NOTE 2 FOR REFERENCE NATIVE SOD EXISTING GRADE-\ PROPOSED 15OKW DISPENSER (TYP) - X\�/ ;o zW y\\\\ \ \ \\/. W O~ Z �Z /\ � w UNDISTURBED \/� NATIVE > w N SOIL TYP :...;................. : \\ \\ BACKFILL cn /\ CLEAN io \\ GRANULAR BACKFILL, 6" HAND TAMPED 1/2 // /\\ LIFT MAXIMUM, GRANULAR PLATE TAMP BACKFILL (1/2"), 95% 6" 6" COMPACTION MIN. 1" MIN OF GRANULAR BACKFILL VERTICALLY AND HORIZONTALLY BETWEEN CONDUITS PROPOSED PEDESTRIAN LIGHT POST PROPOSED 150KW nfMAMn I IL11'r /TVI91 PROPOSED UTILITY METER (SEE SHEET E-1 FOR METER LOCATION) PROPOSED UTILITY TM A Ll00f%f3AACM PROPOSED 1 1/2" RGS CONDUIT FOR METER PENDING UTILITY DESIGN CAR CHARGER CONDUIT ELEVATION I NO SCALE I A SAW CUT EXISTING PAVEMENT EXISTING PAVEMENT ASPHALT SURFACE ASPHALT BASE C.ommi ". EXISTING PAVEMENT FLOWABLE FILL 1" MIN OF FLOWABLE FILL VERTICALLY AND HORIZONTALLY BETWEEN CONDUITS NOTES NOTES 1. ASPHALT SHALL COMPLY WITH STANDARD DOT OR LOCAL JURISDICTION SPEC. FOR HMA SURFACE COURSE. 1. ANY EXCAVATION LEFT OPEN NEEDS TO BE FENCED, BARRICADED, OR TRENCH 2. ANY EXCAVATION LEFT OPEN NEEDS TO BE FENCED, BARRICADED, OR TRENCH PLATED TO INSURE THE SAFETY OF THE GENERAL PUBLIC. PLATED TO INSURE THE SAFETY OF THE GENERAL PUBLIC. 2. ANY PAVEMENT DAMAGE DURING CONSTRUCTION SHALL BE REPAIRED OR 3. TRENCH DEPTHS ARE REQUIRED TO BE 2'-0" MIN. OR 6" BELOW FROST LINE PER REPLACED BY THE CONTRACTOR TO PRE CONSTRUCTION CONDITIONS OR BETTER. LOCAL JURISDICTION REQUIREMENTS. 3. TRENCH DEPTHS ARE REQUIRED TO BE 2'-0" MIN. OR 6" BELOW FROST LINE PER 4. ANY PAVEMENT DAMAGE DURING CONSTRUCTION SHALL BE REPAIRED OR LOCAL JURISDICTION REQUIREMENTS. REPLACED BY THE CONTRACTOR TO PRE CONSTRUCTION CONDITIONS OR BETTER. 4. EXACT NUMBER OF CONDUITS SHALL BE DETERMINED BY SHEET E-1 & E-2, EXACT 5. EXACT NUMBER OF CONDUITS SHALL BE DETERMINED BY SHEET E-1 & E-2, EXACT CONDUIT PLACEMENT IN TRENCH SHALL BE DETERMINED BY THE CONTRACTOR IN CONDUIT PLACEMENT IN TRENCH SHALL BE DETERMINED BY THE CONTRACTOR IN THE FIELD BASED ON PHYSICAL MEASUREMENTS AND JURISDICTIONAL THE FIELD BASED ON PHYSICAL MEASUREMENTS AND JURISDICTIONAL REQUIREMENTS. REQUIREMENTS. TYPICAL NON-UTILTY CONDUIT UNDER SOIL TRENCH DETAIL NOSCJU E B TYPICAL NON -UTILITY CONDUIT NO SCALE UNDER ASPHALT TRENCH DETAIL C DETAIL NOT USED NO SCALE p ,'o electrify / america ELECTRIFY AMERICA, LLC. 2003 EDMUND HALLEY DRIVE SUITE 200 RESTON, VIRGINIA 20191 3 BLACK & VEATC H 6800 W 115th ST, SUITE 2292 OVERLAND PARK, KS 66211 (913) 458-2000 PROJECT NO: 197479 DRAWN BY: KKP CHECKED BY: NMB B 11/13/18 ISSUED FOR 90% REVIEW A 10/30/18 ISSUED FOR 30% REVIEW REV DATE DESCRIPTION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. WA200211 FEDERAL WAY WALMART 3794 34520 16th AVE. S. FEDERAL WAY, WA. 98003 SHEET TITLE ELECTRICAL DETAILS SHEET NUMBER E=4 MONSOON SIMONSEN! MONSOON!! EMISSIONS SRPG40OA300 T _ 300A o0000 o 0 0 0 0 o 0 0 0 0 — SOMEONE LONG TIME: CURVE: 12T PICKUP: 1.00 x In BAND: C2 (� SHORT TIME: PICKUP: 1.5 x LT BAND: 1 �('� (I INST: SLOPE: OFF '�` L— --� PICKUP: 2.5 x In I p I \ ( O 0 O ON ® O OFF ao sommmom o0 �J�C z V (10 ..� .evoa 0 0 NOTES 1. FOR SETUP ASSISTANCE SEE SECTION 2 OF THE GE SPECTRA® RMS MOLDED CASE CIRCUIT BREAKER WITH MICROENTELLIGUARD TRIP UNIT USER MANUAL: GEH-702. 2. ALL BREAKERS SUPPLIED WITH PADLOCKING PROVISIONS. MICROENTELLIGUARD TRIP UNIT DETAIL NO SCALE LONG TIME: CURVE: PICKUP: BAND: SHORT TIME: PICKUP: BAND: SLOPE: INST: PICKUP: RELT INST: PICKUP: GF SUM: PICKUP: BAND: SLOPE: 12T 1.00 x In C2 1.5 x LT 1 OFF 3.5 x In 1.5 x In 0.2 x CT 1 OFF LONG TIME CURVE: 12T INST PICKUP: 3.5 An LONG TIME PICKUP: 1.00 An BAND: C2 RELT INST PICKUP: 1.5 An SHORT TIME PICKUP: 1.5 xLT BAND: 1 SLOPE: OFF GF SUM PICKUP: 0.2 xCT BAND: SLOPE: OFF NOTES 1. FOR SET UP ASSISTANCE SEE SECTION 6 OF THE GE ENTELLIGUARD* USER MANUAL: DEH-4567. 2. RELT FUNCTIONS AS THE ENERGY REDUCING MAINTENANCE SWITCH. 3. MAIN BREAKER IS 100% RATED. ENTELLIGUARD TU TRIP UNIT DETAIL NOTE 1. WHEN THE BREAKER IS IN THE OPEN POSITION, AND THE PADLOCK DEVICE IS RAISED AT LEAST 1/4", THE BREAKER CANNOT BE CLOSED MECHANICALLY OR ELECTRICALLY. THE DEVICE ACCEPTS UP TO THREE PADLOCKS WITH 1/4" TO 3/8" DIAMETER SHANKS. DISCONNECT HANDLE ------------ ------------ PADLOCK DEVICE (;) T D ENTELLIGUARD TU TRIP UNIT ❑STATUS LOCKOUT PUSH TO RESET GTP1000U1025 1000A u Mr%r w vr-r% 0%0%1Fr- r% ITM. NO. DESCRIPTION OTY PART NO. 1 PADLOCK, HANDLE 1 208C3324P1 3 SCREW 2 L10P11010B6 4 SCREW 2 1-10P11020136 4 INSTALLATION SHEET 1 DEH41315 NO SCALE A i POWERBREAK-II MAIN BREAKER PADLOCKING DETAIL I NO SCALE I C I SG400 BRANCH BREAKER PADLOCKING DETAIL I NO SCALE I D , sl0%co t4b91 ify / america ELECTRIFY AMERICA, LLC. 2003 EDMUND HALLEY DRIVE SUITE 200 RESTON, VIRGINIA 20191 BLACK & VEATC H 6800 W 115th ST, SUITE 2292 OVERLAND PARK, KS 66211 (913) 458-2000 PROJECT NO: 197479 DRAWN BY: KKP CHECKED BY: NMB B 11/13/18 ISSUED FOR 90% REVIEW A 10/30/18 ISSUED FOR 30% REVIEW REV DATE DESCRIPTION 0�t qQ- IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. WA200211 FEDERAL WAY WALMART 3794 34520 16th AVE. S. FEDERAL WAY, WA. 98003 SHEET TITLE ELECTRICAL DETAILS SHEET NUMBER E=5 INCOMING/ METERING SECTION MAIN BREAKER SECTION it Z i II ' GRND �I I �I I� MANUFACTURER -PROVIDED I MAIN BONDING JUMPER PER NEC 250.24(A)(4),250.28(C),250.8(A)(7) #4 AWG BARE CU GROUNDING ELECTRODE CONDUCTOR PER NEC 250.66(B) - CONCRETE ENCASED G-1 ELECTRODE PER NEC 250.52(A)(3)(1) OR (2) GROUNDING ELECTRODE 5/8"X8'-0" W/12" MIN DEPTH, COPPER CLAD GROUND ROD INSTALLATION PER NEC 250.52(A)(5),250.53(A),250.68 NOTE 1. REBAR BONDED TOGETHER WITH STEEL TIE WIRES OR EXOTHERMIC WELDING GRADE SEE PLAN PROPOSED #4 AWG BARE Cu CONCRETE GROUNDING ELECTRODE CONDUCTOR NON-METALLIC PROTECTIVE SEE NOTE 1- \ SLEEVE -� LISTED CONNECTION PROPOSED CONCRETE PAD IN DIRECT CONTACT WITH EARTH PROPOSED COMPACTED CLEAN GRAVEL CONCRETE ENCASED ELECTRODE DETAIL 277/480V DISTRIBUTION SECTION """I 15OKW PRr%oneen 4GAIl�A. JIT DI; GRND ►'I ICI I,I I'I I ICI I,I IIiII�'IIlI IIII I,IIiI III1 ,III1I IIII1II 1III IC'1II IICIII'_--- _--- --II iI II II III IIf,l IIII III #8 AWG COP PER IIIEQUIPMENT I I I ICI ICI I I III I GROUNDING ------------ ==- __--==-��----------- — I CONDUCTOR ICI-----------------------------------------------� III I,I I III I��I 1,1 I I------------ -----�-------==�I-__--__--__- 1 1 III------- I - - - -__----------- _ -I ICI I I' ICI L �---------�--- --------------� i t 1 1 1 ---==-=----=-�-=--=-=--=-=-==-== =-_ - -- --=- _--�_- _ -_-__ _ ------____ ---_ -_----- I PROPOSED 1. --- -= --=- - -_- -__- - =_--__----- __--_== L -= UNDERGROUND --- ------- ------- --------------J CONDUIT -----_______ _---____--___ ----- -------__--==--__--__---_ - _----__--__- _=�_=_==_�j #2 AWG COPPER #2 COPPER (2) 2 1/2" UNDERGROUND #2 AWG COPPER 3" UNDERGROUND CONDUIT EQUIPMENT GROUNDING EQUIPMENT CONDUIT (TYP) EQUIPMENT GROUNDING CONDUCTOR GROUNDING CONDUCTOR (TYP) CONDUCTOR D 120V/208V DISTRIBUTION SECTION GRND #6 SOLID AWG Cu GROUNDING ELECTRODE CONDUCTOR PER NEC 250.66 (A) #10 AWG COPPER EQUIPMENT GROUNDING CONDUCTOR GROUNDING SCHEMATIC PROPOSED 3/4" UNDERGROUND CONDUIT CADWELD CONNECTIONS OR ENGINEER APPROVED EQUAL CABLE TO REBAR HORIZONTAL SPLICE PARALLEL HORIZONTALCONDUCTORS TEE CONNECTION HORIZONTAL CABLE TAP TO VERTICAL REBAR SPLICE OF HORIZONTAL CABLES PARALLEL THROUGH CONNECTION OF HORIZONTAL CABLES TYPE RJ TYPE SS TYPE PT HORIZONTAL STEEL SURFACE PARALLEL HORIZONTAL CONDUCTORS BURNDY CONNECTIONS OR ENGINEER APPROVED TO FLAT STEEL SURFACE OR PARALLEL DEAD END TAP OR HORIZONTAL THRU CONDUCTOR EQUAL HORIZONTAL PIPE TYPE HS TYPE PC /BONDJUMPER p p VERTICAL PIPE VERTICAL STEEL SURFACE CABLE DOWN AT 450 TO VERTICAL FIELD FABRICATED GREEN STRANDED CABLE DOWN AT 450 TO RANGE OF INSULATED VERTICAL PIPES STEEL SURFACE INCLUDING PIPE TYPE 2-YA-2 TYPE VS TYPE VS 0 0 COPPER LUGS HORIZONTAL TEE THROUGH CABLE TO GROUND ROD THROUGH CABLE TO TOP OF GROUND TWO HOLE - LONG BARREL LENGTH TEE OF HORIZONTAL RUN AND TAP CABLES ROD TYPE YA-2 TYPE TA TYPE GT NO SCALE I B I CADWELD CONNECTION DETAIL NO SCALE C NOTES PROPOSED 150 KW POWER UNIT GRND PROPOSED 150 KW DISPENSER (TYP) PROPOSED LEVEL 2 CHARGER NO SCALE 1. 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. 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. 2014 NEC 250.121 EXCEPTION: A WIRE -TYPE EQUIPMENT GROUNDING CONDUCTOR INSTALLED IN COMPLIANCE WITH 250.6(A) AND THE APPLICABLE REQUIREMENTS FOR BOTH THE EQUIPMENT GROUNDING CONDUCTOR AND THE GROUNDING ELECTRODE CONDUCTOR IN PARTS 11, III, AND VI OF THIS ARTICLE SHALL BE PERMITTED TO SERVE AS BOTH AN EQUIPMENT GROUNDING CONDUCTOR AND A GROUNDING ELECTRODE CONDUCTOR. GROUNDING NOTES NO SCALE 0 E electrify / america ELECTRIFY AMERICA, LLC. 2003 EDMUND HALLEY DRIVE SUITE 200 RESTON, VIRGINIA 20191 BLACK & VEATC H 6800 W 115th ST, SUITE 2292 OVERLAND PARK, KS 66211 (913) 458-2000 PROJECT NO: 197479 DRAWN BY: KKP CHECKED BY: NMB B 11/13/18 ISSUED FOR 90% REVIEW A 10/30/18 ISSUED FOR 30% REVIEW REV DATE DESCRIPTION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. WA200211 FEDERAL WAY WALMART 3794 34520 16th AVE. S. FEDERAL WAY, WA. 98003 SHEET TITLE GROUNDING DETAILS SHEET NUMBER G=1 NOTES 1. COLOR: WINCHESTER GREY 2. PROPOSED TREX HORIZONS FENCE SHALL MEET THE FOLLOWING REQUIREMENTS. WIND SPEED = XX MPH, SEISMIC: SDS = XXG, SEISMIC DESIGN CATEGORY X. IjiF_v 1 TREX FENCE ELEVATION "rnw unnl'7^Ll + CCdU+C IDEAL TREX FENCE POST (TYP) (BY OTHERS) C�1:7T!I Z CL (TYP) t0 #3 REBAR HOOPS - (5) #5 REBAR EQUALLY SPACED 3" COVER (3) #3 REBAR HOOPS @ 2" SPACING #3 REBAR HOOPS @ 12" MAX. SPACING TYPICAL TREX FENCE ELEVATION TYPICAL TREX FENCE DETAIL O OUTSIDE COMPOUND PANIC BAR (INSIDE) MAX GUARD PANIC MAX GUARD BAR SHIELD PANIC BAR SHIELD TREX FENCE POST (TYP) -/ LOCKEY MAX -GUARD PANIC SHIELD STRIKE BRACKET ATTACHED TO TREX FENCE POST NOTE 1. CONTRACTOR SHALL UTILIZE LOCKEY STYLE 285-P MG MED DUTY LEVER WITH PASSAGE FOR PANIC EXITS OR APPROVED EQUAL WITH COLOR TO MATCH. PURCHASE ACCESSORIES AS NECESSARY. SECTION 1-1 V-6" 0 CONCRETE FOOTING TREX FENCE POST (TYP)(BY CONTRACTOR) NO SCALE LOCKEY STYLE 285-P MG MED DUTY LEVER WITH PASSAGE FOR PANIC EXITS TREX FENCE POST (TYP) TREX GATE (TYP) n TREX GATE (TYP) .•.. 1' AMMI INSIDE COMPOUND PANIC BAR 101 w 0 z U. W 0 Q T ,0 electrify / america ELECTRIFY AMERICA, LLC. 2003 EDMUND HALLEY DRIVE SUITE 200 RESTON, VIRGINIA 20191 BLACK & VEATC H 6800 W 115th ST, SUITE 2292 OVERLAND PARK, KS 66211 (913) 458-2000 PROJECT NO: 197479 DRAWN BY: KKP CHECKED BY: NMB DETAIL NOT USED NO SCALE B B 11/13/18 ISSUED FOR 90% REVIEW LREV 10/30/18 ISSUED FOR 30% REVIEW DATE DESCRIPTION SINGLE GATE DETAIL I NO SCALE I C I SINGLE GATE LOCK DETAIL W/ KEYPAD I NO SCALE I D I DETAIL NOT USED I NO SCALE I E IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. WA200211 FEDERAL WAY WALMART 3794 34520 16th AVE. S. FEDERAL WAY, WA. 98003 SHEET TITLE FENCE DETAILS SHEET NUMBER I� NOTE 1. FINISHED ELEVATIONS ARE APPROXIMATE FOR ANY GRADING ISSUES CONTACT ENGINEER OF RECORD. SEE PLAN 111 A A V%0% /1 A A.. CONCRETE PAD DETAIL GROUND LINE 6" GRADE R=1/4" r\ i\ i . 7" NOTES R=1-1 /2" BATTER 1" ON 6" io `— (3) #4 REBAR 3 1 /2" GRANULAR BACKFILL PENDING SLOPE 1. BREAKUP AND REMOVE AREA TO BE REPAIRED/REPLACED TO THE NEAREST JOINT OR SAW CUT. DISPOSE OF DEBRIS OFF SITE. 2. INSTALL FORMS AS NECESSARY. 3. COMPACT EXISTING SUBGRADE MATERIAL TO ACHIEVE 95% COMPACTION. 4. POUR CONCRETE USING 3500 PSI AIR ENTRAINED CONCRETE TO MATCH EXISTING ADJACENT CURB. 5. INSTALL CONTROL JOINTS EVERY 10 LINEAR FEET. STRAIGHT CURB DETAIL NO SCALE I A NO SCALE I D EXISTING ASPHALT GRADE 3'-6" .!4ipW-W46 W-4iow� 10-lw-W-_-_i NOTE 1. BROADBAND TELCO POWER INC./ BTC POWER DC POWER DISPENSER CAR SIDE i@MAX 9"O.C. 4CH WAY TOP ND BOTTOM (TYP) 13" MIN CONCRETE FOOTING EXISTING • ASPHALT GRADE 4 .a PROPOSED 6" THICK FRONT COMPACTED GRANULAR BACKFILL (TYP) DISPENSER FOOTING DETAIL 3'-6" 0 0 TOP VIEW 3'-6" FRONT VIEW POWER UNIT DETAIL CONCRETE PAD /00 A SIDE NO SCALE 2'-11 " SIDE VIEW NOTES 1. MINIMUM CONCRETE EDGE DISTANCE FOR PROPOSED ANCHORS SHALL BE 611 . 2. CONTRACTOR TO FIELD VERIFY THE ANCHOR SPACING PER MANUFACTURER'S INSTALLATION MENU. ih P INSTALLATION FOOTER (4) 5/8" DIA. HILTI KWIK BOLT TZ SS 304/316 MECHANICAL ANCHOR WITH MINIMUM EFFECTIVE EMBEDMENT OF 4" OR ENGINEER APPROVED EQUAL. (ESR# 1917) ISOMETRIC VIEW I»*T71 KC' DISPENSER ANCHORAGE AND CONDUIT ENTRY DETAIL NO SCALE I c NOTES 1. MINIMUM CONCRETE EDGE DISTANCE FOR PROPOSED ANCHORS SHALL BE 611 . 2. ALL DIMENSIONS ARE IN INCHES. M co l (4) 5/8" DIA. HILTI KWIK BOLT TZ SS 304/316 MECHANICAL ANCHOR WITH MINIMUM EFFECTIVE EMBEDMENT OF 4" OR 2'-10" ENGINEER APPROVED EQUAL. (ESR# 1917) � e o N r 0 o e � 0 e 1'-7 3/4" liz A 00.75 3'-51' INSTALLATION FOOTER N iV ISOMETRIC VIEW PENDING NO SCALE E POWER UNIT ANCHORAGE AND CONDUIT ENTRY DETAIL NO SCALE I F alrify f america ELECTRIFY AMERICA, LLC. 2003 EDMUND HALLEY DRIVE SUITE 200 RESTON, VIRGINIA 20191 BLACK & VEATC H 6800 W 115th ST, SUITE 2292 OVERLAND PARK, KS 66211 (913) 458-2000 PROJECT NO: 197479 DRAWN BY: KKP CHECKED BY: NMB B 11/13/18 ISSUED FOR 90% REVIEW A 10/30/18 ISSUED FOR 30% REVIEW REV DATE DESCRIPTION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. WA200211 FEDERAL WAY WALMART 3794 34520 16th AVE. S. FEDERAL WAY, WA. 98003 SHEET TITLE EQUIPMENT DETAILS SHEET NUMBER D=2 NOTES SEE NOTE 1 1. SEE FLOOR PLAN IN REFERENCED SWITCHBOARD ASSEMBLY DRAWINGS FOR o 0 MOUNTING HOLE LOCATION AND w 1 SWITCHBOARD BAY I- _ DIMENSIONS. z 2. SEE ELEVATION IN REFERENCED w o SWITCHBOARD ASSEMBLY uwi DRAWINGS FOR BASE CHANNEL DIMENSION. 3. MINIMUM 10 1/2" CONCRETE EDGE DISTANCE REQUIRED FOR PROPOSED BOTTOM VIEW ANCHORAGE. Z'•d �, . ,. . ,. 1 M w ,.° a . '4 w A.. , .. .. a.. ;8, ... �• < 41 ' SECTION 1 TYPICAL BOTTOM VIEW LAYOUT OF (1) SWITCHBOARD BAY. SEE NOTE 1 5/8" DIA. MOUNTING HOLES OFFSET 3" FROM SIDES (TYP) FRONT OF SWITCHBOARD BAY PROPOSED SWITCHBOARD ASSEMBLY CABINET HEAVY DUTY NUT BELLEVILLE WASHER BASE CHANNEL 1/2" DIA HILTI KWIK BOLT TZ SS 304/316 MECHANICAL ANCHOR WITH MINIMUM EFFECTIVE EMBEDMENT OF 3 1/4", OR ENGINEER APPROVED EQUAL (ESR# 1917)(TYP OF Z) PROPOSED CONCRETE SLAB M a r 1'-4" PLAN 11 1/2" FRONT N M LEVEL 2 PEDESTAL NOTES AC POWER INPUT : 208/240 VAC, SINGLE PHASE. 1. EQUIPMENT SHALL BE CENTERED ON FOUNDATION. AMPERAGE : 30A OUTPUT CHARGING POWER: 6.6 KW - 7.2 KW 2. MINIMUM CONCRETE EDGE DISTANCE OF ANCHORAGE IS 6 INCHES. CHARGING CONNECTOR : SAE J1772, 25' CABLE ENCLOSURE : NEMA 3R T co 10" "1/2- RIGHT SIDE SWITCHBOARD ANCHORAGE DETAIL ' NO SCALE A LEVEL 2 CHARGER NO SCALE B NOTE 1. PREFABRICATED CONCRETE PARKING BARRIERS, WHERE USED, SHALL BE A MINIMUM OF 9 INCHES WIDE, 5 INCHES HIGH, AND 6 FEET LONG. PREFABRICATED BARRIERS MUST BE FIRMLY AND PERMANENTLY ANCHORED A MINIMUM OF 12 INCHES BELOW THE PAVEMENT WITH GALVANIZED ANCHOR PINS. SECTION TYPICAL PARKING BARRIER (WHEEL STOP) DETAIL 2" COVER (TYP) ANCHORAGE 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. STAINLESS STEEL SLIP COVER. PART #CSS4000 (PROVIDED BY OTHERS) 3" SCHEDULE 80 STEEL PIPE FILLED WITH CONCRETE M0.39" x 0.59" SCREW (TYP OF 3) EXISTING GRADE —� (3) #3 @ 12" #3 @ 12" TIE BAR (5) #4 VERTICAL REBAR CONCRETE 1'-9" NO SCALE I D I WARNING BOLLARD DETAIL Lo 3" CD M i� 0 CV I I ° a 4 zl z SECTION B 2'-0" DUAL PORT CHARGER TOP OF ASPHALT #5 @ 10" O.C. (EACH WAY TOP AND BOTTOM) 1/2" DIA. HILTI KWIK BOLT TZ SS 304/316 MECHANICAL 7" ANCHORS WITH MINIMUM EFFECTIVE EMBEDMENT OF 3 1/4" OR ENGINEER APPROVED EQUAL. (ESR #1917) CENTER POINT OF FOUNDATION PLAN LEVEL 2 CHARGER FOUNDATION DETAIL NO SCALE I C STANDALONE CUSTOMER PROVIDED TUV INSTRUMENT RATED METER CAN ON UNISTRUT SUPPORT NOTE 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. METER CAN BASED ON ,� electrify / america ELECTRIFY AMERICA, LLC. 2003 EDMUND HALLEY DRIVE SUITE 200 RESTON, VIRGINIA 20191 BLACK & VEATCH 6800 W 115th ST, SUITE 2292 OVERLAND PARK, KS 66211 (913) 458-2000 [PROJECT NO: 197479 DRAWN BY: KKP CHECKED BY: NMB B 11/13/18 ISSUED FOR 90% REVIEW A 10/30/18 ISSUED FOR 30% REVIEW REV DATE DESCRIPTION UTILITY SPECIFICATIONS 12" UNISTRUT MUST BE 0,10 `Q ABLE TO ADJUST UP AND DOWN (TYP) w G SEE CAR CHARGER o- CONDUIT ELEVATION H LL O vw D= ETAIL FOR CONDUIT a 2 v O SIZE AND COUNT a z cn a O PVC CONDUIT FOR METER CAN GROUND WIRE ATTACHED TO O DRIVEN GROUND ROD c O io 2 P1000T UNISTRUT WITH 2 1/2" STD PIPE U-BOLT (TYP) ---�� (3) #3 REBAR @ 2" O.C. CONCRETE GRADE FOOTING (TYP) (8) #5 REBAR EVENLY d SPACED AROUND 11 a a d I R DIAMETER I1 \a #3 REBAR AT 12" SPACING a 3" (TYP) 24" DIAMETER 2 1/2" STD PIPE 2.88" O.D. M 0 NO SCALE E STANDALONE METER CAN UNISTRUT SUPPORT I NO SCALE F IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. WA200211 FEDERAL WAY WALMART 3794 34520 16th AVE. S. FEDERAL WAY, WA. 98003 SHEET TITLE EQUIPMENT DETAILS SHEET NUMBER D=3 a 1-- Z Z OW w STUB UP PVC 0 Cy 1/2" INTO HOLE aW Ill I:- 0 REBAR TIES p U. @3" O.C., TOP m (TYP OF 3)—� T GRADE rA NOTES LITHONIA LIGHTING/ KAX LED SIZE 1 LED AREA LUMINAIRE CADWELD 1. GENERIC LOADING: V= 115 MPH, LITHONIA KAX1 LED P1 30K R3 MVOLT RPA PER DBLXD EXP C, K.ZT=1.3. PHOTOCELL: DLL127F 1.5 JU CONNECTION 2. 20' POLE MAX 6" ABOVE GRADE ., LITHONIA LIGHTING ANCHOR BASE POLE GALVANIZED MAX WITH 4 MAX SQUARE POLE. MAX WEIGHT OF POLE AND LIGHT: RSS 15 4-513 DM19AS DBL STEEL ANCHOR BOLTS (SUPPLIED 160 LBS BY POLE MAX EPA OF LIGHT FIXTURE: 1.7 SF MANUFACTURER) 3. LIGHT POLE AND ANCHORAGE DESIGNED AND PROVIDED BY OTHERS. 1" CHAMFER 3000 PSI I i i MINIMUM CONCRETE RUBBED FINISH ABOVE GRADE / 1 1/4" SCHEDULE 40 PVC IN & ° \' OUT OF BASES #4 BARE COPPER GROUND WIRE FROM GROUND ROD STUBBED UP THROUGH BASE 18" 4 d d d ° a ° a o d. a d d Ln 4d a d ° d d ° a a d Q d Q� 4 °' C d d 4 d 4 4 ° n � DRILLED PIER BOND #4 Cl GROUND A REBAR #3 HOOPS c Csel. SECTION PEDESTRIAN LIGHT POLE BASE DETAIL I NO SCALE I A NOTES 1. CONTRACTOR TO SELECT CONCRETE FOOTING OR BOLT DOWN BASED ON EXISTING CONDITIONS. 2. SEE SHEET C-3 FOR PLACEMENT. 3. BOTTOM OF LOWEST SIGN TO BE INSTALLED 54" ABOVE GRADE. 4. ADDITIONAL PARKING SIGNS TO BE INSTALLED 2" ABOVE TOP OF PREVIOUS SIGN. 5. SIGN, SIGN POST, POST CAP, AND SIGN FASTENERS TO BE PROVIDED BY CONTRACTOR. CONTRACTOR TO PROVIDE SIGN POST FASTENERS IF REQUIRED AND PAINTED TO MATCH. 6. IF PAINT FINISH IS DAMAGED DURING INSTALLATION, CONTRACTOR SHALL REPAINT AS REQUIRED. 7. 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. BOLT DOWN BASE PLATE NOTES 1. CONTRACTOR TO PROVIDE AND INSTALL SIGN POST, BASE PLATE ASSEMBLY, EXPANSION ANCHORS, AND 1/2" DIA A307 BOLT. 2. BASE PLATE ASSEMBLY TO BE HOT DIPPED GALVANIZED. PAINT TO MATCH SIGN POST. 3. PROVIDE 1/4" DIA. DRAIN HOLE TO PREVENT WATER FROM COLLECTING IN HSS. 2" 3" 8" CONCRETE is �;", 'I a. FOOTING o c"h j;.l BEHIND CURB M 4'. .a 4 a 0 CONCRETE NEW OR EXISTING SIDEWALK ti� SIGN POST INSTALLATION DETAIL 25" PEDESTRIAN LIGHT FIXTURE DETAIL 7" 1 1/2" 4" (TYP) (TYP) a N 1/2" DIA A307 BOLT, GALVANIZED (BOLT HOLE TO BE 2" FROM BASE PLATE) 2'• (TYP) BASE PLATE DETAIL - DETAIL 1 NO SCALE I B CAR SIDE 9116" HOLE (4 PLACES) 2"x2"x1/8" GALVANIZED STEEL POST WITH GALVANIZED STEEL CAP 3/1� HSS 2 1/2x1/2xl/8x4" LONG (4) 1/2" DIA. HILTI KWIK BOLT TZ STAINLESS STEEL EXPANSION ANCHOR WITH 3" MINIMUM EMBEDMENT 7"X7"X1/4" STEEL BASE PLATE NO SCALE I D DETAIL NOT USED NO SCALE NOTES 1. CONTRACTOR TO SELECT APPROPRIATE SIGN PER PROPOSED SIGN LOCATION. 2. BOTTOM OF LOWEST SIGN TO BE INSTALLED 54" ABOVE GRADE. SIGN PROCUREMENT COMPANY: SETON CONTACT: MOLLY YARGER PHONE: 844-580-3349 EMAIL: MOLLY_YARGER@SETON.COM *REFERENCE QUOTE #25289757 (14 DAY LEAD TIME) 12" (TYP) 61' (TYP) 04 1� 6j6Ctl'",- 0o / - a america y. EV CHARGING ONLY NON -ILLUMINATED PARKING SIGNAGE ,7 e16y america EV CHARGING ONLY NO SCALE C E electrify / america ELECTRIFY AMERICA, LLC. 2003 EDMUND HALLEY DRIVE SUITE 200 RESTON, VIRGINIA 20191 BLACK & VEATCH 6800 W 115th ST, SUITE 2292 OVERLAND PARK, KS 66211 (913) 458-2000 PROJECT NO: 197479 DRAWN BY: KKP CHECKED BY: NMB B 11/13/18 ISSUED FOR 90% REVIEW A 10/30/18 ISSUED FOR 30% REVIEW REV DATE DESCRIPTION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. WA200211 FEDERAL WAY WALMART 3794 34520 16th AVE. S. FEDERAL WAY, WA. 98003 SHEET TITLE EQUIPMENT DETAILS SHEET NUMBER D=4 Co C N VICINITY MAP .... Cl N Co PROPERTY DESCRIPTION: ■ a o All that real property described as Parcel 1, City of Federal Way Boundary Line Adjustment No. 04-104498-OOSU under recording number 20050524900003 in King County Washington. Excepting therefrom the North three feet and the westernmost 20 feet as o conveyed to the City of. Federal Way by Deed recorded under Document No. 20060714000290. Co h o < U E Q �� I SITE SCHEDULE B2 EXCEPTIONS: a SCP�` N.T.S. Item No. Q °� �astr, a 1. QUIT CLAIM DEED Recorded August 26, 1991 Document No. 9108260841 a GRANTORS: Chen Jin, Lin Wu GRANTEE: King County, Washington -MAY AFFECT SURVEY AREA, NO MATHEMATICAL DESCRIPTION AVAILABLE, OR DESCRIPTION UNCLEAR. C c 2. EASEMENT Recorded March 29, 1977 Document No. 7703290828 •— i GRANTOR: A.J. Segale & Eldrid E. Segale, his wife; Ray J. Rosatto and Bety M. Rosatto, his wife and Fred A. Terrile and L` Gloria Terrile, his wife, GRANTEE: Lakehaven Sewer District �} y -MAY AFFECT SURVEY AREA, NO MATHEMATICAL DESCRIPTION AVAILABLE, OR DESCRIPTION UNCLEAR. W 3. EASEMENT Recorded April 22, 1982 Document No. 8209230439 GRANTORS: James C. Miller, Donna G. Miller, Harold C. Foster, Frances M. Foster, Everett L. Braden, Gary L. Russ, Nancie L. uj Russ, George L Stears, Mavis R. Stears GRANTEE: King County Water District No. 124 n t -iS NOT ON OR AFFECT SURVEY AREA. 1 ti 4. SHORT PLAT NO. 682059 Recorded September 20, 1984 Document No. 8409200861 -AFFECTS SURVEY AREA, BLANKET iN NATURE. LEGEND 15 WAI LK LINL tAStMtN i J (EXC. 14) 5. LAKEHAVEN SEWER DISTRICT Recorded January 26, 1985 Document No.8506260360 S16'00'13"W GRANTORS: James C. Miller GRANTEE: Lakehaven Sewer District -IS NOT ON OR AFFECT SURVEY AREA. I 32.80' ® STORM INLET (RECTANGLE) LS i l 6. OVERHEAD UTILITY AND UTILITY POLE EASEMENT Recorded August 26, 1991 Document No. 9108260842 a L=7.84' R=100.00' GRANTORS: Rita HShong Chan, Henry W. Lin, Thomas Y. Lin GRANTEE: King County, Washington FIRE HYDRANT i i A=4'29'31 „ -!5 NOT ON OR AFFECT SURVEY AREA. WATER VALVE 7. LICENSE Recorded May 24, 2005 Document No. 20050524000399 1 GRANTORS: Sierra Construction Company, Inc. GRANTEE: City of Federal Way, Washington icv IRRIGATION CONTROL VALVE i S11'30'38"W -AFFECTS SURVEY AREA, BLANKET iN NATURE. RIM: 329.28 46.68' WATER VAULT INV: 318.98' i i 8. LICENSE Recorded May 1, 2006 Document No. 20060501000750 GRANTORS: Fedway Marketplace Investors, LLC GRANTEE: City of Federal Way, Washington ( LIGHT POLE i -AFFECTS SURVEY AREA, BLANKET IN NATURE. ELECTRIC METER 9. LICENSE Recorded May 1, 2006 Document No. 20060501000751 GRANTORS: Fedway Marketplace Investors, LLC GRANTEE: City of Federal Way, Washington ® ELECTRIC BOX S13'39'15"W I -AFFECTS SURVEY AREA, BLANKET IN NATURE. Fo FiBEROPTIC PEDESTAL ® HANDICAP PARKING CONIFEROUS TREE DECIDUOUS TREE o BOLLARD LS LANDSCAPED AREA ST STORM LINE (UNDERGROUND) WL WATER LINE (UNDERGROUND) ------� 09 ELECTRIC LINE (UNDERGROUND) STRAND FENCE GUARD RAIL °� `. `< CONCRETE AREA RIM: 329.72' INV: 322.40' \ �'— 3n j'•.r. a�'1 icv — •:.13n Y c -:RIM: INV 3�2.88' LS 15' WATER LINE V `A.1 3 (EXC. 14) PARCEL 1, FEDERAL WAY MARKETPLACE BOUNDARY LINE ADJUSTMENT DOCUMENT NO. 20050524900003 OWNER: WAL MART REAL ESTATE BUSINESS TRUST 1Nv; 323_61;.•. .. APN: 212104-9010 I U) wL wL wL i RIM: 329.58' INV: 324.61' RIM: 329.25' Q INV: 325.05' ST LS PARKIN( (TYP.) \ a LS e--A LS - - - _ S S -�' Q RIM OF STORM INLET .' — EV. 3Z9.58' LS / 15' WATER LINE EASEMENT (EXC. 14) LS �tbs LS / e LS LS 50.68' I 10. LICENSE Recorded May 1, 2006 Document No. 20060501000752 GRANTORS: Fedway Marketplace Investors, LLC GRANTEE: City of Federal Way, Washington -AFFECTS SURVEY AREA, BLANKET IN NATURE. L=7.89' R=100.00' i 11. AGREEMENT Recorded May 3, 2006 Document No. 20060503000725 A-4'31'14" GRANTORS: Fedway Marketplace Investors, LLC, Fedway Marketplace West, LLC GRANTEE: Lakehaven Utility District c l -AFFECTS SURVEY AREA, BLANKET IN NATURE. 00 12. EASEMENT Recorded June 7, 2006 Document No. 20060607000869 to p GRANTORS: Fedway Marketplace Investors, LLC, Wal-Mart Real Estate Business Trust GRANTEE: Puget Sound Energy, Inc. 0 -AFFECTS SURVEY AREA, NO MATHEMATICAL DESCRIPTION AVAILABLE, OR DESCRIPTION UNCLEAR. I13. EASEMENT FOR SEWER FACILITIES Recorded July 14, 2006 Document No. 20060714000295 GRANTORS: -AFFECTS SURVEY Fedway AREA tSHOWNlace nHEREON. LLC, Fedway Marketplace west, LLC GRANTEE: Lakehaven utility District. PARCEL 3, FEDERAL WAY MARKETPLACE BOUNDARY LINE ADJUSTMENT +� DOCUMENT NO. 20050524900003 14. EASEMENT FOR WATER FACILITIES Recorded July 14, 2006 Document No. 20060714000296 co d GRANTORS: Fedway Marketplace Investors, LLC, Fedway Marketplace West, LLC GRANTEE: Lakehaven Utility District. OWNER: FEDWAY MARKETPLACE WEST LLC. -AFFECTS SURVEY AREA, SHOWN HEREON. co o APN: 212104-9088 15. EASEMENT WITH COVENANTS AND RESTRICTIONS AFFECTING LAND Recorded August 3, 2006 Document No.20060803002092 O PARTIES: Fedway Marketplace West, LLC and Wal-Mart Real Estate Business Trust -AFFECTS SURVEY AREA, BLANKET IN NATURE. RETAINING WALL 16. EASEMENT Recorded October 6, 2006 Document No. 20061006001405 GRANTORS: Fedway Marketplace Investors, LLC, Wal-Mart Real Estate Business Trust, GRANTEE: Puget Sound Energy L=8.45' R=100.00' -AFFECTS SURVEY AREA, NO MATHEMATICAL DESCRIPTION AVAILABLE, OR DESCRIPTION UNCLEAR. A-4'50'20" J Items not listed above are determined non -survey related items and are not plotted hereon. S03' 17'54"W / 40.01 ' L=13.36' R=100.00' A-7'39'17" _SO4'21'23"E / 45.42' v SO4'46' 12"E I 43.01 ' W / Os O Ln r M / N O cti X it / ANI / r? �'• / 10 LS CRT K LS /// /// /// Gjlic ! 40 Lb 4�!� * LS 15' SIDE BUILDING SETBACK NOTES: 1. This is a topographic map. This is not a boundary survey and is only intended to depict those topographic features or improvements shown. The property lines shown are record lines only and are shown for graphical reference only. 2. Any underground utilities shown have been located from field survey information. The surveyor makes no guarantee that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyor further does not warrant that the underground utilities shown are in the exact location indicated although he does certify that they are located as accurately as possible from the information available. 3. FEDERAL EMERGENCY MANAGEMENT AGENCY, FEMA FIRMette published October 13th, 2018, referencing Flood Insurance Rate Map, Map Number 53033C1250F effective date May 16, 1995, indicates this parcel of land is located in Zone X (Area of minimal flood hazard). 4. This survey does not constitute a title search by Clark Land Surveying, Inc. to determine ownership or easements of record. For all information regarding easements, rights of way and title of record, Clark Land Surveying, Inc. relied upon a Search Report, prepared by First Corporate Solutions with an order number of RC2103644, dated September 27, 2018. 5. Elevations are based on NAVD 88 datum. 6. BENCHMARK: Rim of storm inlet, as shown. Elevation: 329.58' (NAVD 88). 7. BASIS OF BEARINGS: Bearings are relative to those shown upon the plat of Federal Way Marketplace, according to the map or plat thereof, recorded in Book 187, Page 095 of the Official Public Records of King County, Washington. 8. Field work for this survey was completed on October 10, 2018. 9. The owner names and tax parcel data shown hereon are based upon the public records available at the original date of this survey. Current ownership and tax parcel data should be verified for accuracy. 10. This site is zoned "CE" (Commercial Enterprise) per City of Federal Way Planning Department. Building Setbacks: Front: 20', Side: 15', Rear: NA No zoning information provided by the client. Zoning setbacks shown hereon are the interpretation of the surveyor. For clarification of exact zoning designations and setback locations, please, contact the City of Federal Way Planning and Zoning Department at (253)853-2655. SURVEYOR'S STATEMENT: On the basis of my knowledge, information and belief, I hereby state and declare that this drawing was prepared under my direct supervision to the standard of care of surveyors practicing in the State of Washington and that the information shown hereon is true and correct to the best of my knowledge and belief. This statement is neither a warranty nor a guarantee, either expressed or implied. enan Trent J. Washington e Professional Land Surveyor No. 49281 / For and on behalf of Clark Land Surveying, Inc. 15' SANITARY SEWER EASEMENT (EXC. 13)FOR REFERENCE ONLY O O 0 O Z W ♦♦D vl U W Q Z W v N LL r Q 0 « 'Q e- C) N � o : Z UW0 LIJZ z 00 `- ts7 r O ow O •- C�Q W � � Y o =�U QM- m � W C.D o0Z 0 w Of a r Q © U = o 0 < Z t1C N W T- 0 to �- (N Ld CV n r _ CK 00 O V) Z Z O , IZ Z NOTES 1. WORK / STAGING AREA TO BE CONFIRMED AT PRE -CONSTRUCTION SITE MEETING AND SURROUNDED BY TEMPORARY FENCE DURING CONSTRUCTION. 2. POSSIBLE LOCATION FOR TEMPORARY DRIVE AISLE CLOSURE DURING CONSTRUCTION. 3. CONTRACTOR TO PROVIDE TEMPORARY SIGNS TO DIRECT TRAFFIC FLOW. 4. SHORT TERM FENCING TO BE PROVIDED OUTSIDE OF TEMPORARY FENCE FOR ANY OPEN TRENCHES LEFT OVER NIGHT OR UNATTENDED. LEGEND ® WORK / STAGING AREA ® DRIVE AISLE CLOSURE UTILITY LINE TO BE BORED UTILITY LINE TO BE TRENCHED ENDURO SHADE CLOTH BY HENDEE ENTERPRISES, INC. (OR EQUAL) TEL: 1-800-231-7275 NO.9 GAGE, 0.148" t 0.00", FINISHED SIZE GALVANIZED STEEL WIRES. 2" MESH, TOP AND BOTTOM SELVAGES TWISTED AND BARBED CONFORMING TO ASTM A392, A491, F668, OR F573 — N TOP RAIL 1.661N OD, 2.27 LB/FT GALVANIZED STEEL PIPE (TYPI y y y y y y y EXISTING��� y y y y y y y y EXISTING y y y y y y y y y y y y y y y y V y V y y y WATER VAULT " y y WATER POND y y w y y y y y '�•%pp y y y y y y y y y y y y y y W y y y y y y y y y y y y y y W y y y y y y y y y y y y y y y y y y V y y y y y y y y y y y y y y W y y y y y y y y y y y y y y W V (TYP) y y y y y W y y y y y y y y y y y y y y y W y W y y y y y y y y y y y y y w y y y y W w y W y y y y y EXISTING y y y y w w w w ag: yyyyyyyyyyyyyyyy W yyyyyyyyyyyyy W yyyyyyyyyy ELECTRIC BOX y� EXISTING y W y y y y y y y y y y y y y y y y y y V y y y W y BUSH (TYP) •'�•�e�tl y y y y y W y y y y y y W y y y y y y y y y y y y y y y J y y y y y y y y y y y y y y y y y y y y y y y p.4.o y y y y y y y p' • y y y y W y y y y y y y y W V EXISTING FIBEROPTIC •�``m y y y y y y y y / y y y y y y y y y y y y y y y y y ''��'` y y y y y y y y y y y y y y y y y y y y y y y y y y y y PEDESTAL q y y y W y y y W W y y W y y y y y y y y y y y y W y W y y y y y y y y y y y y y y y p' • y y y y y y y y W y y y W W y y y W y y y W a EXISTING WATER �v yyyyyyyyyyyyyyy/yyyy �� yyyyyyyyyyyyyyyyyyyyyyyyyyyyyyyyyyyyyyyyyy VALVE (TYP) y y y y W y y y y y yyyyyyyyyyyyy y y y y y y y y y y y yyy y y y y y y y W y y Y y y y p•q • y y y •�8Y y y y y W y y y y y y y y y y y y y y y y y y y y y y y y y y i-� i� �'�•{a\tl y y y y V EXISTING y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y W y y y y y y y EXISTING FIRE y y y y y y y y y y y y y y y y y y y y y y y y y y W y y y y y y HYDRANT y y y TREE (TYP) y y y y y y y y y y y y y y y y y y y y y y y y y y W y y y y y y y y y y y y W W y y y y y y y y y I y y y W y y W y y y y y y W y y y y y y y y y y y CD y y y y y y y y y y W y W y y y y y W y y y y y y y y y I 9 �M y y' W y y y �p.0i .• y W y y y y y y y y y y y y y y y y y y y y y y y y y yy y 3 ,,. y ... y y y yyy y yyyy y y y y y y yyyyyyyyyy y y 3 ''EXISTING y y y y y y y y y y y pV' • y y y y y y y y C y y y y y y y y y ELECTRIC METER yp 9 q y y y y y y y y y y y y y y y • +` y y y y y y y m EXISTING UNDERGROUND y y'y y y y y y y y y y y y y y y y W y y y y y y y y y y y y y W y y y y y y�', y y y y y y y y y y y y y y y WATER LINE (TYP) y y y y y y y y y W yyyy y y y y y y y y y y y y y y y y y y y y '� , �+♦ 4 y y y V• y y y y y y y y y y y y y y •�6A •y y y y W y y y y y y y y y y y y y y y y ti y r y y y y y y •� �'f� y y y y y y y y y W y y y y y W y y y I' • /sue y y y W y y y y y y y y y y y y y ® EXISTING IRRIGATION y y y y y y y y y y y y y y W y y y y y y W y y y y y y y y y ML��LCRR y y y y y y y y y y y y y y y y CONTROL VALVE (TYP) yy y y y yyy yyy y y yyy y y yyy % y y y y W y y y y y W y y y y y y EXISTING UNDE ND y 9a y. y p9 q y y y y y y y y y y y y y y y y y y y y y W ( y ee [ y ,q y y W y y y y y y . y y W y y y y W y y y STORM LINE y''Y+Iy\tl y A y y y y y y y y • y y y y y y y y y W y y y y ••,� y y y y y W y a y y y y y W y y y y y y y y y y y y y y y y y y y y '�•%b y y y y y y y y y y y W y EXISTING y y y y y^y y y W y W y y y W y y y W y W y y y y y y EXISTING PARKING y y y y yy yyyyyyy yy y y yyyy yy yy y y y y FENCE( p�:• LINE (TYP) yyyyy y y y yyyyyyya9ry9 y yyyyyyy y yyy •�•;�tl y y y y y y y y y y y y y y y y W y y •ro+ y W W y y y y y W y y y y y y y y y y y y y y y y y W y y y y y y y y yI y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y W y y y W y y y y y y y y y y y W y y y y y y W y y y y y y y y y \ '�•�, y y y y y y y y y y y y y y y .�. y .�. y ... y ... y ... y ... tl yyyyyyyyyy y y yy y y y y EXISTING GRASSY yyyyyyyyyyyyyyyyyyy y y y y y y y y y y AREA y y y y y y y y y M y y y y y y y y y y y y y y y y •� }�ip9 y y y y y y y W •Zj���S 9 •Pro', A W y y y y y y y y y y y y y • �q i p S • y y y W �iq �q y y y y y y y y y y W y y y y y y y y y y y y•.. 'q+ y y y y y y y W y y W y y y W y y W y y y y y y y y y y y •� •} 9 y y y y y y y y y y W y y y y y y y y y W y y y y W y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y W y y y W y y y y y y y y W N .9tiq1 y y y W y y y y y y y y y y y y y y y y y W y W y y y y y y y y y y y y y y 8y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y zz tiq y y y y y y y •�"• {0\m W y y •� � y W y y y y y y y y y y y y y y p' • y y y y y y y y y • �� • y y y y y y y y y y y y y y y y «9 J y y y y y y y y y y y y y y y y y y y W y y y y y y y y y y -, EXISTING y y y y y y y y y y y y RETAININGWALL yyyyyyyyyyyy y y yyyy yyy yyyyyyyyyyyyyyyy y y y y y y p$«' y y y y y y y y p� ♦ y y y y y y W y •+♦ y y y y y y y yy y y w� I :a�y WL SIDEWALK (TYP) y y y y y y y y y y y y W y y W �•IO y y W y y y y y y y y y y y y y y y y y y y y y y y y YYY EXISTING ASPHALT EXISTING CONTOUR yyyyyyyyyyyyyyyyyyyyyyyyyy%�yyy Y. .f. EXISTING LIGHT PARKING LOT LINE (TYP) •P:y yyy y y yyyyyyyyyyyyyy/yyy yyyy �I V Ol O (TYP) y y y y y y y y y y y y y y y y W y y y y y y y y ..P L � �� L p 9 s y y •Yi�.jjjj\`0 � y d .eQ . P• Q' • i ® • �: �a tl y y y y y y y y y `• re .• y y y y y y y y y V• y V• y y /y y y y y y y ''P .C. • 3 UE y y y y y y y y y w y y y y y y y y y y y y y y y y y y y y y y Y�y y y y y W y y y y y y y 8'-0" - ' o W ASPHALT PAVING (TYP) w ® O Q i TEMPORARY FENCE DETAIL NO SCALE y W w a cn 33 'y y x 'EXISTING UNDERGROUND yyyyyyyyyyyyyyyyyyyyyyyyyyyyyy ro .'ELECTRIC LINE (TYP) y y y y y y y y y W y y y W y y y y y V y y p 9.q y y y y W y y y y VV t` y y y y y y y y p rtia y y' y y y y y y y y y y y y y y W y y y y W y y y y y y y •Y•�t :tl y y y y y y y y y y y y y y y �E �''° EXISTING CONCRETE yyyyy yyyyyyyyyyyyyyyyyyyyyyyy y y y y y y W y y y y y y y y J CURB WITH GUTTER (TYP) p 9 • 8 y� y y W y y y y�V � y y y y y y q I��•M 9 y �\V\\• y y y y y y y y y y y y y y y • 1l1 �� y y y y. y y y y y y W • i� y y y y y y ''q�tly y y y Vj y y y y y y y y y y y y y y y y y y y y y W y W y y y y y y W y y y y y y y y y y y 9 y y �\t• y y W y y y y i6• y y y W y y y •� '+A y y y• y y y y y y�y y y y y y y y y y y y y y y W y y V" y y y y y y y y W y W y y • h`tl y W y y W y y y y y y y y y y y y y y y y y y y p '9q y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y '« V• y V• y y y y y y y y y J• y y y y y y •�Y } y9 y y y y/ y y y y y y y y y y y y y •L �q+ yp .9 ♦ � y y y y y p ��q y y y y y y i tl y y y y y y y y y y �. 'a y y W y y y y y y y '• } A y y \•� • y y y y y y y y y y y y W y y y y y • � $ y y y �0\N H .9 y y y y y y y y y y y y y y n y y y y y y y •� y y y y y y y y y y y y y p9+p y y y y y y y y y W y •ri. �a�N y y y y y y y y y y y y y y y y y [2 •'�tl y W y % y y y y y y y y y y W y y y y W y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y a y \� [� p S y y y y y y y y y �'� �•n y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y ` '�•roatl y y y y y ''A(/� y y y W y y y y y y y y yp•gq y y y y y ///��_� y/ y y y y y y W ♦ C w �I Vy y y y y y y y y y y y y y y y y y y y y y . ♦`. Iy Is p 9 R y/ y W y y y y y y W �/`. ; y p 9 • y y y y y y y y y y y W y y y y y y y y y y I O� y y ha y y y y y y y y y y � / •�• Iq�tl r y y y y y y y y y y y y y y y y y y y � • y •�• ��1 4 y y y y y y y y y y y y y y y y y y yy y y EXISTING PROPERTY y O'%' y y yyy y y yyy y y yy yWyW Wyy y y y y y/y y y y y y y -'LINE (TYP) V y y y y y y y y y y y y y y y y W y y y W y y y y y y y y y y y y y y y y y y y y �/ y y y y y • V y y y y y y y y y y y y y y y y y y y W y y y y FOR REFERENCE ONLY ,� electrify / am erica ELECTRIFY AMERICA, LLC. 2003 EDMUND HALLEY DRIVE SUITE 200 RESTON, VIRGINIA 20191 0 BLACK & VEATCH 6800 W 115th ST, SUITE 2292 OVERLAND PARK, KS 66211 (913) 458-2000 PROJECT NO: 197479 DRAWN BY: KKP CHECKED BY: NMB B 11/13/18 ISSUED FOR 90% REVIEW A 10/30/18 ISSUED FOR 30% REVIEW REV DATE DESCRIPTION WA200211 FEDERAL WAY WALMART 3794 34520 16th AVE. S. FEDERAL WAY, WA. 98003 SHEET TITLE STAGING PLAN SHEET NUMBER C NOTES 1. 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. 2. THE CONTRACTOR SHALL RETURN SIDEWALKS, LANDSCAPING, PLANTERS, IRRIGATION SYSTEMS, AND ANY OTHER FACILITIES DISTURBED BY THE WORK TO THE SAME OR BETTER CONDITION THAN EXISTED PRIOR TO THE COMMENCEMENT OF THE WORK. 3. BOLLARD TO BE CENTERED ON PARKING STRIPE. EXISTING PARKING STRIPE (TYP) EXISTING CONCRETE CURB WITH GUTTER (TYP) -� SEE ENLARGED PROPOSED EQUIPMENT LAYOUT SHEET C-4 m PROPOSED EV CHARGING \ ONLY SIGN \ D E D-4 D-4 \ \ \ 5 56'-0" PROPOSED CONCRETE D PROPOSED UTILITY F CURB WITH GUTTER D-2 METER MOUNTED D-3 ON H-FRAME - o 0 o r 1 1NO2ld � i� II x �x� I ' I I\ I I I Ii\� \ I►�� \�\ I I �I�\\\ I II1 12'-Ou 51.091 I � � L %\ �= - - - ---� - 34'-2" s \�..� .s, ..� .� co QN 4 Q� - D PkOPOSED' WHEEL )-3 STOP (TYP OF 3) - PROPOSED DISPENSER (TYP) - B C D-2 A D-2 a PROPOSED UTILITY TRANSFORMER 8'-9" PROPOSED PARKING STRIPE (TYP) ENLARGED SITE PLAN / i a PROJECT AREA STALL COUNT EXISTING STALL COUNT 8 PROPOSED STALL COUNT 3 WALMART APPROVED STALL COUNT 9 I I I I I PROPOSED CONCRETE D CURB AND GUTTER D-2 I I 0 r e Pa 0 3 PROPOSED A B LIGHTPOLE D-4 D-4 \ FBI APPROXIMATE LOCATION OF CONDUIT STUBOUT FOR FUTURE DISPENSER PROPOSED LEVEL 2 CHARGER \ \/\ \ - - - z PROPOSED DISPENSER DISPENSER NUMBER 150 KW LEVEL 2 CABLE TYPE 1 1 CHAdeMO/ CCS 2 1 CCS 3 1 CCS 4 1 J 1772 C rn ,� electrify / america ELECTRIFY AMERICA, LLC. 2003 EDMUND HALLEY DRIVE SUITE 200 RESTON, VIRGINIA 20191 I \cn � I EXISTING STORM INLET EXISTING i UNDERGROUND ELECTRIC LINE (TYP) C EXISTING m UNDERGROUND ST _ STORM LINE (TYP) BLACK & VEATC H ST --- ST ST - 6800 W 115th ST, SUITE 2292 EXISTING CART CORRAL S OVERLAND PARK, KS 66211 TO BE RELOCATED PER (913) 458-2000 PROPERTY OWNER KGB, DIRECTION J EXISTING WATER VALVE -� PROPOSED BOLLARD E (TYP OF 12) D-3 (SEE NOTE 3) �o 70♦ Ar" R te-, JN'vvl E D PLANNING. cky-lo Pelft a:; nr Die_ I T:7� t�l EXISTING BUSH (TYP) O EXISTING LIGHT POLE 4� �c IN 6' 4' 2' 0 5' 3/16"=1'-0" 10, PROJECT NO: 197479 DRAWN BY: KKP CHECKED BY: NMB B 11/13/18 ISSUED FOR 90% REVIEW A 10/30/18 ISSUED FOR 30% REVIEW [REV_ DATE DESCRIPTION o �o JJ c O �► O O� Q IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. WA200211 FEDERAL WAY WALMART 3794 34520 16th AVE. S. FEDERAL WAY, WA. 98003 SHEET TITLE ENLARGED SITE PLAN SHEET NUMBER C=3 d ° p ° I a.d d A41. p . . d v d' 4 . a ° a 44, p d a °4 a. d' .a d d I I ° EXISTING STORM INLET (TYP) I WALMART SUPERCENTER 4 d p p �— 4. ° 4 'v Q r ° a ° d 4 .e . p a ° 'd p � 4 p Q ° d x I ° a d e 4 a .. .� d p 14 d p, A .'4 4 47 q °° d d d ° ° ..d ..4 , n 'y :.d p I 4 4 4. d a 4 4.!, .. a' .p ° d '. e .x a•.q d° a Qd .4 d . tl d 0 ° 4. .4a � • e °° 'd� a e. d od:. 6' .4 n 4. 4 a qQ .. L WL a WL WL WL WL WL W EXISTING a SIDEWALK (TYP) CIO EXISTING LIGHT ° d 4 G. .4 ° .. p .. _ d ° .d POLE (TYP) Fr d. •4' .Q 'Q d ° p ° C 44 fsr l.!r�L �/ v ❑ i m W Lu , N W Z `Q . P M U) W W 2<1 a 333 �- W W W W W W W W W W W W W b I C Y Wi W W W W W W W EXISTING W W W W W W W W lc a 4ob W W W W ELECTRIC METER W W W W m aa•dy f,1 W W W W W W W ♦ W W W W W W W W W W W W W a W W W W .b ob W W W W W W W •n N�• ,�' W W W W W a� W W W W W W W � Aa itl W W W W W a b W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W EXISTING IRRIGATION W W W — I W Jf W W W W W W W W W W W W CONTROL VALVE (TYP) W W W EXISTINGW q o W W ♦ W W W W W W W W W BUSH(TYP) m 4�r W W p 4 W W W W W W W W W W W W W W W W ' q lh n' Y � W b .Y W • Ab 4 W W W W W W W m a Ov b • P a° W W W W W W W W W W W W I m EXISTING UNDERGROUND W f W W W W W W W W W W W W W a b W W W W W W G� 4♦ W W W W W W W WATER LINE (TYP) W W W W W W • Aa \� W W W W W W W M q o W W W W b W W W W W W W W cpa•mb W W W W W W W W W P •'b>, EXISTING EXISTING UNDERGROUND b W W W W W TREE (TYP) STORMLINE (TYP) I W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W EXISTING �`L p° 4` W W W W W W EXISTING GRASSY W W W W W W W W FENCE (TYP) m 4 AREA \ •o ••do �j W W W W W W W i I ST ST ® I ' 7low i SEE ENLARGED SITE PLAN ' 31-$1.� c� SHEET C-3 0 OVERALL SITE PLAN B W W W W W W W W W W W W W b v' •� W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W i I W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W J q ♦ W W W W W W W W W W q o W ♦ W W �q .P4a-�A W EXISTING PARKING W W W W .o V.4 ,o•V 4A W ry 9 W LINE (TYP) A� W v •v v. v W W W W W W W J W W W W W � ,ib�yCy W W W W W W W W W J 7 A W W W W W O W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W ♦ W W W W W W W W W W W W W W W � 9 N C W W W W W W W W 4, W W �/'� •%a•mgp 1� W W W W W W W W W W W W W W W W W W W W W W W W W W W W W b W I W W W W W s D ♦ W W W W ♦ W W W W W W W W W m 4 Or W W W W P 4 W W m W W W W W W • A44�y W W W ' 4`my ,Ij W W W e q ♦ W '. Q i Y W W W • AO�� W W EXISTING p b W W W W W W W W m 4 mr RETAINING WALL V W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W r q ♦' W W W W W W W W W W W W v W G o4 W W W W W W W W W W W W W W a W W W W W W W W W n\c� W '' Qb • W W W W W W W W W W W W W EXISTING ASPHALT , q♦ W W W W W W W ♦ W W W PARKING LOT W •'•'.° W W W W W W sP Or4 W W W •" :tn W EXISTING CONTOUR LINE (TYP) W W pO� W W W W ^`\ n ♦ W W W W W W W 4, W W W W W W •%a•r !r }1 W W W W W 4 A W W ✓l.J '% y� �W W W W W • dOC`a� W W W i v v W W b V W %=•"° �' EXISTING UNDERGROUND , . W W W W Ap`M W J p b A W W ELECTRIC LINE W W W W W W W W I (TYP) UE< q a W W W W W W W W W W W W W W -. UE s" 04 W W W W W W W W W W W W W W W a •P 4•tiq �S W W W W W W W W W W W �q s p tl6 A W W W W da q W W W W W W W W Or ' W W W W • P �mq � W W W W W W W W EXISTING CONCRETE W .Q °n• W \ CURB WITH GUTTER (TYP) , W '• lt0 W 4 � b \ W W W W W W W W W W W W W W W W r O a W W W W W W W W W W W W W mp o4 W W W W W W W W W W W •�j'��da ni W W \ W W W W W W� W W W W W •• Aa�"' W W W\ W W W W W W W W W W W W b . q Wq W W W mQ mb♦ W W W W W W W � W W W W W W W W 4 `o a•dm 9 W W W W� W W W W W W W o W W W W • Ab p W a W W/ W b ♦ n' ob W/ W W W W W W rP VVy S, y pp W W W � � ` %••y n, / W W W W W W `Y • AO q� O 4 W W W b W W W W W W W W W b a mr W W ~ ' r q ♦ W W W W W �W W W W W d' W ' rq ry W W W `� 4 / • Ab �� � , 4 m• W W W W / W W W W W W v W b A W W W ' N y • Aar" W W W W W W W W W W L W W W W W W b W W W W W W W W W W W W W W W W W W W W W W W W W W W W ` IV ' y �q VE 4 \ ,� W N ♦ W W W W W W W W W r W W W W W / \ 4 NINW WVVG' ` W W W W W W W `V W W , q o V. .y W W W W W W W W W W v m OQ W W W ,�, ♦ gym o' W .'W W �'• W W W W W W W W W•%o'me � W W W • `e Y'f W •P ••pY /'� W W W W / / •Aba W CVP,/ W W W W W W W W •✓ W W W W W W W W W W W W W d ♦�� Irq�6 llbllll.ly(MM�_ �.v�. - 1�Gr- W W W W W W W W W W W Y W W W W W / P °• m: W W W W W W W W W W W W W W W W W W W W W W W W � q o ROW W ♦ q ♦ W W W W W W W W W W W W sQ Oro /� / / O W W W W ° a•mQ W W W W W W W W W W W W • %�d�QQ• � EXISTING PPERTY W W W W W W W W Y W W Ix/ apr 6.4 W W W W W W LINE (TYP) b W W W W W W W W W W W W W W • a Or W W W W W W W W W W W W W W W W W W W W W W W `4 a'O•p 1� W W W W W W W W W W W Y W W W W W W 20' 10' 0 20' 40' 1 11=202 ,� electrify / america ELECTRIFY AMERICA, LLC. 2003 EDMUND HALLEY DRIVE SUITE 200 RESTON, VIRGINIA 20191 n BLACK & VEATC H 6800 W 115th ST, SUITE 2292 OVERLAND PARK, KS 66211 (913) 458-2000 PROJECT NO: 197479 DRAWN BY: KKP CHECKED BY: NMB B 1 11/13/18 ISSUED FOR 90% REVIEW A 10/30/18 ISSUED FOR 30% REVIEW REV DATE DESCRIPTION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. WA200211 FEDERAL WAY WALMART 3794 34520 16th AVE. S. FEDERAL WAY, WA. 98003 SHEET TITLE OVERALL SITE PLAN SHEET NUMBER cmi