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Plans (30)
GENgRAL CONSTRUCTION NOTES GENERAL CONSTRUCTION NOTES CONT. ELECTRICAL NOTES CONT. 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS,THE FOLLOWING DEFINITIONS SHALL APPLY 22. ALL EXISTING INACTIVE SEWER,WATER,GAS,ELECTRIC,AND OTHER UTILITIES,WHICH 8. THE CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITY COMPANY ANY/ALL REQUIREMENTS GENERAL CONTRACTOR:OVERLAND CONTRACTING INC.(BLACK&VEATCH) INTERFERE WITH THE EXECUTION OF THE WORK,SHALL BE REMOVED,CAPPED,PLUGGED OR SUCH AS THE:LUG SIZE RESTRICTIONS,CONDUIT ENTRY,SIZE OF TRANSFORMERS,SCHEDULED CONTRACTOR:(CONSTRUCTION) OTHERWISE DISCONNECTED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF DOWNTIME FOR THE OWNERS'CONFIRMATION,ETC.ANY/ALL CONFLICTS SHALL BE BROUGHT TO fir OWNER:ELECTRIFY AMERICA THE WORK,AS DIRECTED BY THE ENGINEER,AND SUBJECT TO THE APPROVAL OF THE OWNER THE ATTENTION OF THE CONSTRUCTION MANAGER,PRIOR TO BEGINNING ANY WORK. A electI'Ify AND/OR LOCAL UTILITIES. 2. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS. 9. CONDUCTORS:CONTRACTOR SHALL USE 98%CONDUCTIVITY COPPER OR ALUMINUM WITH TYPE america 23. THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE (THWN-2)INSULATION,600 VOLT,COLOR CODED UNLESS SPECIFIED DIFFERENTLY ON DRAWINGS. 3. THE GENERAL CONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE THEMSELVES WITH EQUIPMENT OR DRIVEWAY,SHALL BE GRADED TO A UNIFORM SLOPE,AND STABILIZED TO ALL CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS.GENERAL PREVENT EROSION. 10. ALL(THWN-2)WIRING INSTALLATIONS TO FOLLOW MANUFACTURER'S INSTRUCTIONS AND CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL CONTRACT RECOMMENDATIONS. ELECTRIFY AMERICA,LLC DOCUMENTS,FIELD CONDITIONS,DIMENSIONS,AND CONFIRMING THAT THE WORK MAY BE 24. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION. 2003 EDMUND HALLEY DRIVE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION.ANY DISCREPANCIES EROSION CONTROL MEASURES,IF REQUIRED DURING CONSTRUCTION,SHALL BE IN 11. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS,CAST ALLOY WITH THREADED SUITE 200 SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF CONFORMANCE WITH THE FEDERAL AND LOCAL JURISDICTION FOR EROSION AND SEDIMENT HUBS IN WET/DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. RESTON,VIRGINIA 20191 WORK. CONTROL. 12. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF THE CONSTRUCTION. 4. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL 25. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND.FROZEN CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL APPLICABLE CODES,REGULATIONS,AND ORDINANCES.GENERAL CONTRACTOR SHALL ISSUE MATERIALS,SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. SYSTEM AND PROVIDE ALL REQUIREMENTS FOR THE EQUIPMENT TO BE PLACED IN PROPER ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS,ORDINANCES,RULES,REGULATIONS, WORKING ORDER.CONTRACTOR IS TO PROVIDE ALL ELECTRICAL EQUIPMENT UNLESS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF WORK. 26. THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 OTHERWISE DIRECTED. PERCENT STANDARD PROCTOR DENSITY UNDER PAVEMENT AND STRUCTURES AND 80 PERCENT 5. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY STANDARD PROCTOR DENSITY IN OPEN SPACE.ALL TRENCHES IN PUBLIC RIGHT OF WAY SHALL 13. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS, COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES,ORDINANCES,AND BE BACKFILLED WITH FLOWABLE FILL OR OTHER MATERIAL PRE-APPROVED BY THE LOCAL WORKMANLIKE MANNER.THE COMPLETED SYSTEM SHALL BE FULLY OPERATIONAL AND APPLICABLE REGULATIONS. JURISDICTION. SUBJECT TO REGULATORY INSPECTION AND APPROVAL BY CONSTRUCTION MANAGER. 6. UNLESS NOTED OTHERWISE,THE WORK SHALL INCLUDE FURNISHING MATERIALS,EQUIPMENT, 27. ALL NECESSARY RUBBISH,STUMPS,DEBRIS,STICKS,STONES,AND OTHER REFUSE SHALL BE 14. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE APPURTENANCES,AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED REMOVED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER. PROGRESS OF CONSTRUCTION. ilie ON THE DRAWINGS. 28. ALL BROCHURES,OPERATING AND MAINTENANCE MANUALS,CATALOGS,SHOP DRAWINGS,AND 15. CONTRACTOR SHALL GUARANTEE ANY/ALL MATERIALS AND WORK FREE FROM DEFECTS FOR A p p $c 7. PLANS ARE NOT TO BE SCALED.THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE OTHER DOCUMENTS SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE. BLACK VEATCH ONLY UNLESS OTHERWISE NOTED.DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OF CONSTRUCTION AND PRIOR TO PAYMENT. OTHERWISE NOTED.SPACING BETWEEN EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE. 16. THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ANY ADDITIONAL CHARGE THEREFORE,IT IS CRITICAL TO FIELD VERIFY DIMENSIONS,SHOULD THERE BE ANY QUESTIONS 29. THE CONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS-BUILT REDLINES TO THE GENERAL AND SHALL INCLUDE THE REPLACEMENT OR THE REPAIR OF ANY OTHER PHASE OF THE 6800 W 115th 5T,SUITE 2292 REGARDING THE CONTRACT DOCUMENTS,THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR UPON COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT. INSTALLATION,WHICH MAY HAVE BEEN DAMAGED THEREIN. OVERLAND 4582000 0 66211 (913)458-2 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 30. THE CONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION. 17. ADEQUATE AND REQUIRED LIABILITY INSURANCE SHALL BE PROVIDED FOR PROTECTION JOB DIMENSIONS OR CONDITIONS AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF AGAINST PUBLIC LOSS AND ANY/ALL PROPERTY DAMAGE FOR THE DURATION OF WORK. WORK AND PREPARED BY THE ENGINEER PRIOR TO PROCEEDING WITH WORK. 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). 18. PROVIDE AND INSTALL CONDUIT,CONDUCTORS,PULL WIRES,BOXES,COVER PLATES AND 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH DEVICES FOR ALL OUTLETS AS INDICATED. MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 32. NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED. PROJECT NO: 197479 19. TRENCHING AND BACKFILL:THE CONTRACTOR SHALL PROVIDE FOR ALL UNDERGROUND DRAWN BY: MBS 9. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS,THE 33. CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS INSTALLED CONDUIT AND/OR CABLES INCLUDING EXCAVATION AND BACKFILLING AND CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE REQUIRED FOR CONSTRUCTION.IF CONTRACTOR CANNOT OBTAIN A PERMIT,THEY MUST NOTIFY COMPACTION.REFER TO GENERAL SITE WORK NOTES. CHECKED BY. NMB ENGINEER PRIOR TO PROCEEDING. THE GENERAL CONTRACTOR IMMEDIATELY. 20. MATERIALS,PRODUCTS AND EQUIPMENT,INCLUDING ALL COMPONENTS THEREOF,SHALL BE 10. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, 34. THE CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. NEW AND SHALL APPEAR ON THE LIST OF U.L.APPROVED ITEMS AND SHALL MEET OR EXCEED ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK THE REQUIREMENTS OF THE NEC,NEMA AND IEEE. UNDER THIS CONTRACT.WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS AND THE LOCAL 35. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/OR JURISDICTION. DRAWINGS PROVIDED BY THE SITE OWNER.CONTRACTORS SHALL NOTIFY THE ENGINEER OF 21. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURES CATALOG INFORMATION OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. ANY/ALL LIGHTING FIXTURES,SWITCHES AND ALL OTHER ELECTRICAL ITEMS FOR APPROVAL BY 11. THE GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH THE CONSTRUCTION MANAGER PRIOR TO INSTALLATION. OTHER DISCIPLINES. ELECTRICAL NOTES 22. ANY CUTTING OR PATCHING DEEMED NECESSARY FOR ELECTRICAL WORK IS THE ELECTRICAL 0 08108/18 ISSUED FOR CONSTRUCTION 12. CONSTRUCTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED CONTRACTORS RESPONSIBILITY AND SHALL BE INCLUDED IN THE COST FOR WORK AND WORKMAN IN ACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE. 1. THE ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ANY/ALL ELECTRICAL WORK PERFORMED TO THE SATISFACTION OF THE'CONSTRUCTION MANAGER'UPON FINAL REV DATE DESCRIPTION i INDICATED.ANY/ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH DRAWINGS AND ANY/ALL ACCEPTANCE. e , 13. WORK PREVIOUSLY COMPLETED IS REPRESENTED BY LIGHT SHADED LINES AND NOTES.THE APPLICABLE SPECIFICATIONS.IF ANY PROBLEMS ARE ENCOUNTERED BY COMPLYING WITH SCOPE OF WORK FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES. THESE REQUIREMENTS,CONTRACTOR SHALL NOTIFY'CONSTRUCTION MANAGER'AS SOON AS 23. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL PANELS WITH ONLY TYPEWRITTEN ED PROF CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF ANY EXISTING CONDITIONS THAT POSSIBLE,AFTER THE DISCOVERY OF THE PROBLEMS,AND SHALL NOT PROCEED WITH THAT DIRECTORIES. F FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. PORTION OF WORK,UNTIL THE'CONSTRUCTION MANAGER'HAS DIRECTED THE CORRECTIVE .� ��(N E& (-- ‘9.- DEVIATE ACTIONS TO BE TAKEN. 24. DISCONNECT SWITCHES SHALL BE H.P.RATED HEAVY-DUTY,QUICK-MAKE AND QUICK-BREAK �1� 91378PE �< 14. THE CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 ENCLOSURES,AS REQUIRED BY EXPOSURE TYPE. HOURS PRIOR TO COMMENCEMENT OF WORK. 2. THE ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE THEMSELVES WITH ANY/ALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATION INSTALLATION AND MAKE 25. ALL CONNECTIONS EXCEPT THE EV CHARGE CABLE TERMINATION IN THE CHARGE POST SHALL -15. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS,PAVEMENTS,CURBS, PROVISIONS AS TO THE COST THEREOF.THE CONDITION OF EXISTING ELECTRICAL EQUIP.,LIGHT BE MADE WITH A PROTECTIVE COATING OF AN ANTI-OXIDE COMPOUND SUCH AS"NOALOX"BY 9 OREGON O= LANDSCAPING AND STRUCTURES.ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S FIXTURES,ETC.,THAT ARE PART OF THE FINAL SYSTEM,SHALL BE VERIFIED BY THE IDEAL INDUSTRIAL INC.,COAT ALL WIRE SURFACES BEFORE CONNECTING.EXPOSED ALUMINUM �F Q� EXPENSE TO THE SATISFACTION OF THE OWNER. CONTRACTOR,PRIOR TO THE SUBMITTAL OF HIS BID.FAILURE TO COMPLY WITH THIS &COPPER SURFACES,INCLUDING GROUND BARS,SHALL BE TREATED-NO SUBSTITUTIONS. OFREGIS�� 5 PARAGRAPH WILL IN NO WAY RELIEVE CONTRACTOR OF PERFORMING ALL WORK NECESSARY SON T. IS 16. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF FOR A COMPLETE AND WORKING SYSTEM. 26. ALL EXTERIOR AND INTERIOR ABOVE GROUND CONDUIT SHALL BE RIGID UNLESS SPECIFIED CONSTRUCTION. OTHERWISE.ALL BURIED CONDUITS SHALL BE SCH 40 PVC UNLESS SPECIFIED OTHERWISE. EXPIRES:6/30/19 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC AND 17. THE GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND ALL CODES AND LOCAL ORDINANCES OF THE LOCAL POWER COMPANIES HAVING JURISDICTION 27. RACEWAYS:CONDUIT SHALL BE SCHEDULE 40 PVC,MEETING OR EXCEEDING NEMA TC2-1990. 08/08/2078 CONTRACTORS TO THE SITE AND/OR BUILDING. AND SHALL INCLUDE BUT NOT BE LIMITED TO: 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 IT ISA VIOLATION OF LAW FOR ANY PERSON,UNLESS 18. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE A.UL-UNDERWRITERS LABORATORIES BENDS SHALL BE A MINIMUM OF 3 FT.RADIUS.RGS CONDUITS WHEN SPECIFIED,SHALL MEET LICTHEY ARE ACTING UNDER THE DIRECTION OF A ENSED PROFESSIONAL ENGINEER,TO ALTER THIS DURATION OF CONSTRUCTION UNTIL JOB COMPLETION. B.NEC-NATIONAL ELECTRICAL CODE UL-6 FOR GALVANIZED STEEL.ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED • DOCUMENT. C.NEMA-NATIONAL ELECTRICAL MANUFACTURERS ASSOC. RIGID CONDUIT.COAT ALL THREADS WITH'BRITE ZINC'OR'GOLD GALV'. • 19. THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF D.OSHA-OCCUPATIONAL SAFETY AND HEALTH ACT PLANS WITH ALL REVISIONS,ADDENDA,AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. E.SBC-STANDARD BUILDING CODE 28. SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC. ORI00061 TIGARD F.NFPA-NATIONAL FIRE PROTECTION ASSOCIATION 20. THE CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT 29. CONNECTORS FOR POWER CONDUCTORS:CONTRACTOR SHALL USE PRESSURE TYPE WALMART 5935 LESS THAN 2-A:10-B:C AND SHALL BE WITHIN 25 FEET OF TRAVEL DISTANCE TO ALL PORTIONS 4. DO NOT SCALE ELECTRICAL DRAWINGS,REFER TO SITE PLANS AND ELEVATIONS FOR EXACT INSULATED TWIST-ON CONNECTORS FOR NO.10 AWG AND SMALLER.USE SOLDERLESS 7600 SW DARTMOUTH STREET OF WHERE THE WORK IS BEING COMPLETED DURING CONSTRUCTION. LOCATIONS OF ALL EQUIPMENT,BUT CONFIRM WITH'CONSTRUCTION MANAGER'ANY SIZES AND MECHANICAL TERMINAL LUGS FOR NO.8 AWG AND LARGER. TIGARD,OR 97223 LOCATIONS WHEN NEEDED. 21. ALL EXISTING ACTIVE SEWER,WATER,GAS,ELECTRIC,AND OTHER UTILITIES SHALL BE 30. THE CONTRACTOR SHALL PLACE TWO LENGTHS OF WARNING TAPE AT A DEPTH OF 12"BELOW PROTECTED AT ALL TIMES,AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, 5. EXISTING SERVICES:THE CONTRACTOR SHALL NOT INTERRUPT EXISTING SERVICES WITHOUT GROUND AND DIRECTLY ABOVE ELECTRICAL SERVICE CONDUITS.CAUTION TAPE TO READ SHALL BE RELOCATED AS DIRECTED BY THE ENGINEER.EXTREME CAUTION SHOULD BE USED BY WRITTEN PERMISSION OF THE OWNER. "CAUTION BURIED ELECTRIC". SHEET TITLE THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES.THE CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW.THIS SHALL 6. THE CONTRACTOR SHALL PAY FOR ANY/ALL PERMITS,FEES,INSPECTIONS AND TESTING.THE 31. WHEN DIRECTIONAL BORING IS REQUIRED,CONTRACTOR SHALL INSTALL A LOOSE TONING WIRE GENERAL NOTES 1 INCLUDE BUT NOT BE LIMITED TO A)FALL PROTECTION,B)CONFINED SPACE,C)ELECTRICAL CONTRACTOR IS TO OBTAIN PERMITS AND APPROVED SUBMITTALS PRIOR TO THE WORK WITHIN INSTALLED CONDUIT TO ALLOW FOR IDENTIFICATION OF UNDERGROUND CONDUITS. SAFETY,AND D)TRENCHING&EXCAVATION. BEGINNING OR ORDERING THE EQUIPMENT. 32. ALL BOLTS SHALL BE STAINLESS STEEL. SHEET NUMBER 7. THE TERM"PROVIDE"USED IN CONSTRUCTION DOCUMENTS AND SPECIFICATIONS,INDICATES THAT THE CONTRACTOR SHALL FURNISH AND INSTALL. 33. ALL MATERIALS AND EQUIPMENT SUPPLIED AND INSTALLED BY THE CONTRACTOR SHOULD BE GN-1 NEW AND UNUSED. CONCRETE SIDEWALK CONSTRUCTION REQUIREMENTS GENERAL SITE WORK NOTES CONT. PART 2-PRODUCTS 3.2 BACKFILL: 1. PLACING AND FINISHING CONCRETE THE CONTRACTOR SHALL PROVIDE ADEQUATE TOOLS AND EQUIPMENT TO PRODUCE QUALITY 2.1 SUITABLE MATERIAL-SUITABLE MATERIAL ARE USED FOR GRADING AND BACKFILL. SUITABLE A. AS SOON AS PRACTICAL,AFTER COMPLETING CONSTRUCTION OF THE RELATED STRUCTURE, /1/' WORKMANSHIP IN PLACING AND FINISHING CONCRETE.THE SIDEWALK AND RAMPS SHALL BE MATERIALS ARE ON SITE SOILS REMOVED FROM EXCAVATIONS THAT EXCLUDE FROZEN SOIL,ROOTS INCLUDING EXPIRATION OF THE SPECIFIED MINIMUM CURING PERIOD FOR CAST-IN-PLACE CONCRETE, z/ electrify FINISHED TO THE TOP OF THE FORMS AND THE SURFACE FINISHED WITH A WOOD OR STEEL FLOAT BACKFILL THE EXCAVATION WITH APPROVED MATERIAL TO RESTORE THE REQUIRED FINISHED /y/�rc r /y AND SURFACE TEXTURE SHALL BE A COURSE BROOM FINISH TRANSVERSE TO THE SLOPE OF THE OR ORGANIC MATERIAL,DEBRIS,TRASH,REFUSE,OR PARTICLES SIZE GREATER THAN 3-INCH. �,I(//G/IC\.I SIDEWALK OR RAMP.NO"PLASTERING"OF THE SURFACE SHALL BE PERMITTED. SUITABLE SOILS HAVE MOISTURE CONTENTS THAT ALLOW THEM TO BE COMPACTED TO THE SAME GRADE. DENSITY AS THE NATIVE SOILS. B. PRIOR TO PLACING BACKFILL AROUND STRUCTURES,ALL FORMS SHALL BE REMOVED AND THE 2. CONTRACTION JOINTS EXCAVATION CLEANED OF ALL TRASH,DEBRIS,AND UNSUITABLE MATERIALS. 2.2 UNSUITABLE MATERIAL-SOILS THAT ARE FROZEN,CONTAIN ROOTS OR ORGANIC MATERIAL, ELECTRIFY AMERICA,LLC. 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 DEBRIS,TRASH,REFUSE, OR PARTICLES SIZES GREATER THAN 3-INCH. SOILS THAT ARE TOO WET 2003 EDMUND HALLEY DRIVE OR TOO DRY TO BE COMPACTED TO THE SAME DENSITY AS THE NATIVE SOILS ARE UNSUITABLE. . C. DO NOT PLACE FROZEN MATERIAL IN AS BACKFILL. SUITE 200 SAWING JOINTS,THE CONTRACTOR SHALL BEGIN AS SOON AS THE CONCRETE HARDENS D. PLACE BACKFILL MATERIAL OR SELECT GRANULAR BACKFILL MATERIAL WHEN REQUIRED IN UNIFORM RESTON,VIRGINIA 20191 SUFFICIENTLY TO PREVENT EXCESSIVE RAVELING ALONG THE SAW CUT AND SHALL FINISH BEFORE HORIZONTAL LAYERS OF NO GREATER THAN 8-INCHES LOOSE THICKNESS AND COMPACT TO THE CONDITIONS INDUCE UNCONTROLLED CRACKS,REGARDLESS OF THE TIME OR WEATHER. 2.3 GRANULAR BACKFILL-SHALL MEET THE FOLLOWING GRADATION 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. 3. EXPANSION JOINTS EXPANSION JOINTS SHALL BE CONSTRUCTED AT LOCATIONS WHERE THE SIDEWALK ABUTS EXISTING SIEVE SIZE TOTAL PERCENT PASSING E. WHENEVER TESTING INDICATES THAT THE CONTRACTOR HAS NOT OBTAINED THE SPECIFIED DENSITY, CONCRETE CURBS,DRIVEWAYS,AND SIMILAR STRUCTURES,AND EVERY TWO HUNDRED FIFTY FEET THE SUCCEEDING LAYER SHALL NOT BE PLACED UNTIL THE REQUIREMENTS ARE MET UNLESS AND AS SHOWN ON APPROVED PLANS.EXPANSION JOINTS SHALL BE FORMED WITH ONE-HALF INCH 1 1/2 INCH(37.5 MM) 100 OTHERWISE AUTHORIZED BY THE CONSTRUCTION MANAGER.THE CONTRACTOR SHALL TAKE WHATEVER APPROPRIATE ACTION IS NECESSARY,SUCH AS DRYING,ADDING WATER,OR INCREASING PREFABRICATED NON-EXTRUDING FILLER AND SHALL EXTEND THE FULL DEPTH OF THE SLAB. NO.4(4.75 MM) 30 TO 60 THE COMPACTIVE EFFORT TO MEET THE COMPACTION REQUIREMENTS. NO 200(0.075 MM) 3 TO 15 GROUNDING NOTES 3.3 TRENCH EXCAVATION: R 1. COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING. 2.4 GRANULAR BEDDING-WELL-GRADED SAND MEETING THE GRADATION REQUIREMENT OF `t 1 ASTM C 33 FINE AGGREGATE. A. UTILITY TRENCHES SHALL BE EXCAVATED TO THE LINES AND GRADES SHOWN ON THE DRAWINGS OR 2. FCOR AG ASD TO STEELAON ANTI-OXRTIDANT AOMPCADMIUM FLATBEFORE WASHER BETWEEN LUG AND STEEL, 2.5 CONTROLLED LOW STRENGTH MATERIAL(CLSM)-A SELF LEVELING AND SELF COMPACTING REQUIRED TO PREVENT CAVING OR SLOUGHING OF THE TRENCH WALLS.SHEETING AND BRACING AS BLACK & VEATC H COAT ALL SURFACESDBOND WITH ANTI-OXIDANT UMD MATCHING.BETWEEN AS DIRECTED BY THE GENERAL CONTRACTOR.PROVIDE SHORING, CEMENTITIOUS MATERIAL COMPOSED OF SAND,COARSE AGGREGATE,CEMENT,FLY ASH,WATER 6800 W 115th ST,SUITE 2292 3. ENSURE THE WIRE INSULATION TERMINATION IS WITH 1/8"OF THE BARREL(NO SHINERS). AND ADMIXTURES.CLSM SHALL BE EXCAVATABLE AND SHALL HAVE A DESIGNED UNCONFINED B. EXTEND THE TRENCH WIDTH A MINIMUM OF 6 INCHES BEYOND THE OUTSIDE EDGE OF THE OVERLAND PARK,KS 66211 COMPRESSIVE STRENGTH OF BETWEEN 50 TO 100 PSI. OUTERMOST CONDUIT. (913)458-2000 4. ALL BELOW GRADE BONDS TO BE EXOTHERMIC WELDS OR IRREVRSIBLE COMPRESSION-TYPE CONNECTIONS LISTED FOR USE IN THE APPLICATION WHICH THEY ARE ANSTALLED. 2.6 BACKFILL-PRODUCTS MEETING THE REQUIREMENTS OF SUITABLE MATERIAL,GRANULAR C. WHEN SOFT YIELDING,OR OTHERWISE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED,EXCAVATE GENERAL SITE WORK NOTES BEDDING,GRANULAR BACKFILL OR CLSM. THE REQUIRED TRENCH TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE REQUIRED ELEVATION, 2.7 TOPSOIL-SOIL WITH AN ORGANIC CONTENT SUFFICIENT TO ALLOW VEGETATIVE GROWTH. PART1-GENERAL THEN BACKFILL WITH 12"OF GRANULAR BEDDING MATERIAL. 3.4 TRENCH BACKFILL: PROJECT NO: 197479 CLEARING,GRUBBING,STRIPPING,EROSION CONTROL,SURVEY,LAYOUT,SUBGRADE PREPARATION AND PART 3-EXECUTION DRAWN BY: MBS FINISH GRADING AS REQUIRED TO COMPLETE THE PROPOSED WORK SHOWN IN THESE PLANS. A. PROVIDE GRANULAR BEDDING MATERIAL OR FLOWABLE FILL IN ACCORDANCE WITH THE DRAWINGS CHECKED BY: NMB AND THE UTILITY REQUIREMENTS. 3.1 GENERAL: 1.1 REFERENCES: i • A. BEFORE STARTING GENERAL SITE PREPARATION ACTIVITIES,INSTALL EROSION AND SEDIMENT B. NOTIFY THE GENERAL CONTRACTOR 24 HOURS IN ADVANCE OF BACKFILLING. A. DOT(STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY CONTROL MEASURES.THE WORK AREA SHALL BE CONSTRUCTED AND MAINTAINED IN SUCH CONSTRUCTION-CURRENT EDITION). CONDITION THAT IN THE EVENT OF RAIN THE SITE WILL BE DRAINED AT ALL TIMES. C. CONDUCT UTILITY CHECK TESTS BEFORE BACKFILLING.BACKFILL AND COMPACT TRENCH BEFORE ACCEPTANCE TESTING. B. ASTM(AMERICAN SOCIETY FOR TESTING AND MATERIALS). 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 D. PLACE GRANULAR TRENCH BACKFILL UNIFORMLY ON BOTH SIDES OF THE CONDUITS IN 6-INCH C. OSHA(OCCUPATION SAFETY AND HEALTH ADMINISTRATION). LOCATE IN ACCORDANCE WITH THE ONE-CALL NOTIFICATION UNCOMPACTED LIFTS UNTIL 12 INCHES OVER THE CONDUITS.SOLIDLY RAM AND TAMP BACKFILL INTO SPACE AROUND CONDUITS. 0 08/08/18 ISSUED FOR CONSTRUCTION 1.2 INSPECTION AND TESTING: C. CLEAR AND GRUB THE AREA WITHIN THE LIMITS OF THE SITE.REMOVE TREES,BRUSH,STUMPS, REV DATE DESCRIPTION RUBBISH AND OTHER DEBRIS AND VEGETATION RESTING ON OR PROTRUDING THROUGH THE E. PROTECT CONDUIT FROM LATERAL MOVEMENT,IMPACT DAMAGE,OR UNBALANCED LOADING. ` A. GENERAL CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMANCE WITH THE PLANS AND SURFACE OF THE SITE AREA TO BE CLEARED. SPECIFICATIONS. PERFORM INSPECTIONS BEFORE CONCEALING WORK WITH FOLLOW-ON ACTIVITIES F. ABOVE THE CONDUIT EMBEDMENT ZONE,PLACE AND COMPACT SATISFACTORY BACKFILL MATERIAL QED PROF (BACKFILL,CONCRETE POUR,ETC). D. REMOVE THE FOLLOWING MATERIALS TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE ORIGINAL IN 8-INCH MAXIMUM LOOSE THICKNESS LIFTS TO RESTORE THE REQUIRED FINISHED SURFACE GRADE. •S e F`SS GROUND SURFACE:ROOTS,STUMPS,AND OTHER DEBRIS,BRUSH,AND REFUSE EMBEDDED IN OR ( ANG I N EFS ,�� 1.3 SITE MAINTENANCE AND PROTECTION: PROTRUDING THROUGH THE GROUND SURFACE,RAKE,DISK OR PLOW THE AREA TO A DEPTH OF NO G. COMPACT FINAL TRENCH BACKFILL TO A DENSITY EQUAL TO OR GREATER THAN THAT OF THE �� 91378PE t' LESS THAN 6 INCHES,AND REMOVE TO A DEPTH OF 12 INCHES ALL ROOTS AND OTHER DEBRIS EXISTING UNDISTURBED MATERIAL IMMEDIATELY ADJACENT TO THE TRENCH A. PROVIDE ALL NECESSARY JOB SITE MAINTENANCE FROM COMMENCEMENT OF WORK UNTIL THEREBY EXPOSED _ . COMPLETION OF THE CONTRACT. 3.5 FINISH GRADING: 9 OREGON ,_ E. REMOVE TOPSOIL MATERIAL COMPLETELY FROM THE SURFACE UNTIL THE SOIL NO LONGER MEETS �F t B. AVOID DAMAGE TO THE SITE AND TO EXISTING FACILITIES,STRUCTURES,TREES,AND SHRUBS THE DEFINITION OF TOPSOIL.AVOID MIXING TOPSOIL WITH SUBSOIL OR OTHER UNDESIRABLE A. PERFORM ALL GRADING TO PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES AND SMOOTH, OFREGIS��PrO DESIGNATED TO REMAIN.TAKE PROTECTIVE MEASURES TO PREVENT EXISTING FACILITIES THAT ARE MATERIALS.SUFFICIENT TOPSOIL MAY BE STOCKPILED ON SITE FOR USE DURING FINAL SITE EVEN SURFACE DRAINAGE OF THE ENTIRE AREA WITHIN THE LIMITS OF CONSTRUCTION.GRADING .qs NEL NOT DESIGNATED FOR REMOVAL FROM BEING DAMAGED BY THE WORK. GRADING. SHALL BE COMPATIBLE WITH ALL SURROUNDING TOPOGRAPHY AND STRUCTURES. ONT.KP C. KEEP SITE FREE OF ALL PONDING WATER. F. EXCEPT WHERE EXCAVATIONB. UTILIZE SATISFACTORY FILL MATERIAL RESULTING FROM THE EXCAVATION WORK IN THE EXPIRES:6/30/19 TO GREATER DEPTH IS INDICATED,FILL DEPRESSIONS RESULTING FROM CONSTRUCTION OF FILLS,EMBANKMENTS AND FOR REPLACEMENT OF REMOVED UNSUITABLE 08/08/2078 CLEARING,GRUBBING AND DEMOLITION WORK COMPLETELY WITH SUITABLE MATERIAL. D. PROVIDE EROSION CONTROL MEASURES IN ACCORDANCE WITH STATE DOT,LOCAL PERMITTING MATERIALS. IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS AGENCY AND EPA REQUIREMENTS. G. REMOVE FROM THE SITE AND DISPOSE IN AN AUTHORIZED LANDFILL ALL DEBRIS RESULTING FROM THEY ARE ACTING UNDER THE DIRECTION OF A CLEARING AND GRUBBING OPERATIONS.BURNING WILL NOT BE PERMITTED. C. REPAIR ALL ACCESS ROADS AND SURROUNDING AREAS USED DURING THE COURSE OF THIS WORK TO LICENSED PROFESSIONAL ENGINEER.TO ALTER THIS THEIR ORIGINAL CONDITION. DOCUMENT. E. PROVIDE AND MAINTAIN ALL TEMPORARY FENCING,BARRICADES,WARNING SIGNALS AND SIMILAR i DEVICES NECESSARY TO PROTECT AGAINST THEFT FROM PROPERTY DURING THE ENTIRE PERIOD OF H. PRIOR TO EXCAVATING,THOROUGHLY EXAMINE THE AREA TO BE EXCAVATED AND/OR TRENCHED TO CONSTRUCTION.REMOVE ALL SUCH DEVICES UPON COMPLETION OF THE WORK. VERIFY THE LOCATIONS OF FEATURES INDICATED ON THE DRAWINGS AND TO ASCERTAIN THE 3.6 ASPHALT PAVING ROAD: EXISTENCE AND LOCATION OF ANY STRUCTURE,UNDERGROUND STRUCTURE,OR OTHER ITEM NOT OR100061 TIGARD F. EXISTING UTILITIES:DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED BY THE SHOWN THAT MIGHT INTERFERE WITH THE PROPOSED CONSTRUCTION.NOTIFY THE CONSTRUCTION OREGON STANDARD SPECIFICATION WALMART 5935 OWNER OR OTHERS,EXCEPT WHEN PERMITTED IN WRITING BY THE CONSTRUCTION MANAGER AND MANAGER OF ANY OBSTRUCTIONS THAT WILL PREVENT ACCOMPLISHMENT OF THE WORK AS 7600 SW DARTMOUTH STREET THEN ONLY AFTER ACCEPTABLE TEMPORARY UTILITY SERVICES HAVE BEEN PROVIDED. INDICATED ON THE DRAWINGS. SECTION 00700-ODOR PAVEMENT TIGARD,OR 97223 G. PROVIDE A MINIMUM 48-HOUR NOTICE TO THE CONSTRUCTION MANAGER AND RECEIVE WRITTEN I. SEPARATE AND STOCK PILE ALL EXCAVATED MATERIALS SUITABLE FOR BACKFILL.ALL EXCESS A. CONTRACTOR RESPONSIBLE FOR RE-STRIPING AND APPLYING SEALCOATING,UNLESS OTHERWISE NOTICE TO PROCEED BEFORE INTERRUPTING ANY UTILITY SERVICE. EXCAVATED AND UNSUITABLE MATERIALS SHALL BE DISPOSED OF OFF-SITE IN A LEGAL MANNER. SPECIFIED. SHEET TITLE H. SOD PLANTED IN THE FALL MUST ESTABLISH ITS ROOTS BEFORE THE FIRST WINTER FROST. J. DURING EXCAVATION,THE CONTRACTOR SHALL PROVIDE SHORING,SHEETING,AND BRACING AS GENERAL NOTES 2 DETERMINE WHEN THE FIRST FROST USUALLY OCCURS,AND PLANT THE SOD NO LATER THAN ONE REQUIRED TO PREVENT CAVING OR SLOUGHING OF EXCAVATION. 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. SHEET NUMBER GN-2 STRUCTURAL STEEL NOTES CONCRETE SIDEWALK CONSTRUCTION REQUIREMENTS IRRIGATION NOTES 1. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS,UNLESS NOTED 1. CONTRACTOR TO INSTALL IRRIGATION FOR PROPOSED LANDSCAPING BY TYING INTO OTHERWISE:WIDE FLANGE SHAPE:A992,50ksi 1. PLACING AND FINISHING CONCRETE NEAREST IRRIGATION SYSTEM.NEW LANDSCAPING TO BE INSTALLED AFTER • ANGLE AND CHANNEL SHAPE: ASTM A36,36 ksi THE CONTRACTOR SHALL PROVIDE ADEQUATE TOOLS AND EQUIPMENT TO PRODUCE INSTALLATION OF IRRIGATION SYSTEM. PLATE:ASTM A36,36ksi QUALITY WORKMANSHIP IN PLACING AND FINISHING CONCRETE.THE SIDEWALK AND .�6�6Ct'I' �/ PIPE:ASTM A53 GRADE B,35 ksi RAMPS SHALL BE FINISHED TO THE TOP OF THE FORMS AND THE SURFACE FINISHED 2. INSTALLING ELECTRIC VEHICLE CHARGING STATIONS WILL MOST LIKELY AFFECT THE HSS:ASTM A500 GRADE B,46ksi WITH A WOOD OR STEEL FLOAT AND SURFACE TEXTURE SHALL BE A COURSE BROOM SITES' IRRIGATION SYSTEM FOR A PERIOD OF TIME.TO ENSURE THE IRRIGATION SYSTEM IS / america FINISH TRANSVERSE TO THE SLOPE OF THE SIDEWALK OR RAMP.NO"PLASTERING"OF WORKING AS WELL AS POSSIBLE,THE COMPANY INSTALLING THE EV CHARGING STATION 2. HIGH-STRENGTH BOLTS SHALL CONFORM TO ASTM A325:ONE HIGH-STRENGTH BOLT ASSEMBLY THE SURFACE SHALL BE PERMITTED. MUST NOTIFY WALMART'S IRRIGATION MONITORING COMPANY AT THREE POINTS DURING SHALL CONSIST OF A HEAVY HEX STRUCTURAL BOLT,A HEAVY NUT,A HARDENED WASHER CONSTRUCTION. CONFORMING TO ASTM F436.THE HARDENED WASHER SHALL BE INSTALLED AGAINST ELEMENT 2. CONTRACTION JOINTS TURNED IN TIGHTENING.UNLESS NOTED OTHERWISE ON THE DRAWINGS,ALL CONNECTIONS SHALL THE SIDEWALK SURFACE SHALL BE MARKED OFF INTO NOMINAL SQUARES OF •• BEFORE DEMO BEGINS,THE INSTALLING COMPANY MUST CALL SC&A(615-469-0943)TO ELECTRIFY AMERICA,LLC. DIMENSIONS EQUAL TO THE WIDTH OF THE SIDEWALK WITH A MAXIMUM DISTANCE LET THEM KNOW THAT CONSTRUCTION IS STARTING AND DAMAGES MAY BE DONE TO 2003 EDMUND HALLEY DRIVE BE BEARING TYPE CONNECTIONS. SUITE 200 BETWEEN JOINTS OF SEVEN FEET. SAWING JOINTS,THE CONTRACTOR SHALL BEGIN AS THE IRRIGATION SYSTEM,AS WELL AS PROVIDE AN APPROXIMATE COMPLETION DATE. RESTON,VIRGINIA 20191 3. WELDING ELECTRODES SHALL COMPLY WITH AWS D1.1 USING A5.1 OR A5.5 E70)0(AND SHALL BE SOON AS THE CONCRETE HARDENS SUFFICIENTLY TO PREVENT EXCESSIVE RAVELING COMPATIBLE WITH THE WELDING PROCESS SELECTED.WELDERS SHALL BE QUALIFIED AS ALONG THE SAW CUT AND SHALL FINISH BEFORE CONDITIONS INDUCE UNCONTROLLED • WHEN IRRIGATION REPAIRS HAVE BEEN COMPLETED,THE INSTALLING COMPANY PRESCRIBED IN AWS D1.1. CRACKS,REGARDLESS OF THE TIME OR WEATHER. MUST CALL SC&A(615-469-0943)TO HAVE THE IRRIGATION SYSTEM TESTED REMOTELY TO MAKE SURE IT IS IN PROPER WORKING CONDITION. 4. UNLESS NOTED OTHERWISE ON THE DRAWING,ALL ANCHOR BOLTS SHALL CONFORM TO ASTM 3. EXPANSION JOINTS F1554,GRADE 36,WITH HEAVY HEXAGONAL NUT. EXPANSION JOINTS SHALL BE CONSTRUCTED AT LOCATIONS WHERE THE SIDEWALK • WHEN CONSTRUCTION IS COMPLETE,THE INSTALLING COMPANY MUST CALL SC&A ABUTS EXISTING CONCRETE CURBS,DRIVEWAYS,AND SIMILAR STRUCTURES,AND (615-469-0943)TO HAVE THE IRRIGATION SYSTEM TESTED REMOTELY TO MAKE SURE IT 5. FABRICATE ITEMS OF STRUCTURAL STEEL IN ACCORDANCE WITH AISC SPECIFICATION. EVERY TWO HUNDRED FIFTY FEET AND AS SHOWN ON APPROVED PLANS.EXPANSION IS IN PROPER WORKING CONDITION. JOINTS SHALL BE FORMED WITH ONE-HALF INCH PREFABRICATED NON-EXTRUDING 6. ALL EXPOSED STRUCTURAL STEEL,BOLTS,AND HARDWARE SHALL BE HOT DIP GALVANIZED PER FILLER AND SHALL EXTEND THE FULL DEPTH OF THE SLAB. • AT ANY OF THE ABOVE TIMES,WALMART'S IRRIGATION MAINTENANCE CONTRACTOR ASTM A123. MAY BE CONTACTED TO MEET THE INSTALLER ON SITE TO ENSURE PROPER WORKING WALMART DESIGN GUIDELINES OF THE IRRIGATION SYSTEM BEFORE THE INSTALLATION CAN BE CONSIDERED 7. SUBMIT FABRICATION AND ERECTION DRAWINGS SHOWING ALL DETAILS,CONNECTIONS,MATERIAL COMPLETE. ildr DESIGNATIONS,AND TOP STEEL ELEVATIONS FOR APPROVAL.THE SHOP DRAWINGS WILL BE 1. WORK AREA,STAGING AREA AND TRAFFIC FLOW TO BE REVIEWED AND DETERMINED REVIEWED FOR GENERAL CONFORMANCE TO THE CONTRACT DRAWINGS.SUCH APPROVAL SHALL BY THE CONSTRUCTION MANAGER DURING PRE-CONSTRUCTION SITE MEETING. 3. THE INSTALLING COMPANY AND THEIR IRRIGATION SUBCONTRACTOR WILL NOT HAVE NOT RELIEVE THE FABRICATOR/CONTRACTOR OF THE RESPONSIBILITY FOR EITHER THE ACCURACY WALMART TO BE UPDATED WITH WORK AREA,STAGING AREA AND TRAFFIC FLOW ACCESS TO THE IRRIGATION CONTROLLER ON SITE.IF A STATION NEEDS TO BE TURNED OF THE DETAILED DIMENSIONS IN THE SHOP AND ERECTION DRAWINGS OR THE GENERAL FIT-UP OF UPON COMPLETION OF THE PRE-CONSTRUCTION MEETING.REFER TO SHEET C-1 FOR ON OR OFF,TESTED,OR RUN,THE INSTALLING COMPANY MUST CALL SC&A(615-469-0943) BLACK & VEATC H PARTS THAT ARE TO BE ASSEMBLED IN THE FIELD. POTENTIAL TEMPORARY DRIVE AISLE BARRIERS DURING CONSTRUCTION. TO HAVE THESE THINGS DONE REMOTELY. 6800 W 115th ST,SUITE 2292 2. REFER TO THE PROJECT AREA STALL COUNT TABLE ON SHEET C-3 FOR THE 4. THE INSTALLING COMPANY CANNOT TURN OFF THE IRRIGATION SYSTEM OR THE WATER OVERLAND PARK,KS 66211 8. PRIMER SHALL BE RED OXIDE-CHROMATE PRIME COMPLYING WITH STEEL STRUCTURES PAINTING PRE-APPROVED WALMART STALL COUNT.REFER TO THE NOTES SECTION OF SHEET WITHOUT NOTIFYING SC&A(615-469-0943).WALMART HAS THE RIGHT TO PROTECT THEIR (913)458-2000 COUNCIL(SSPC)PAINT SPECIFICATION NUMBER 11 C-3 FOR EXPLANATION ON WHY ADDITIONAL STALLS WERE REQUIRED OR EV SPACES PLANT MATERIAL BY USINGTHE IRRIGATION SYSTEM AND THE INSTALLED CANNOT IMPEDE CONCRETE MASONRY NOTES RELOCATED(IF APPLICABLE). THAT PROTECTION.THE MONITORING COMPANY WILL BE ALERTED BY THE CONTROLLER IF THE WATER OR THE CONTROLLER IS TURNED OFF. 3. IF EXISTING LIGHTING IS DETERMINED TO FALL BELOW THE 2.0-4.5 FC RANGE, 1. CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT UNITS CONFORMING TO ASTM C90,GRADE ADDITIONAL LIGHTING WILL BE ADDED.REFER TO SHEET C-3 FOR PROPOSED LIGHT N-1,(F'M=1,500 PSI).MEDIUM WEIGHT.(115 PCF) POLES(IF APPLICABLE). REINFORCED CONCRETE NOTES PROJECT NO: 197479 2. MORTAR SHALL BE TYPE"S"ABOVE GRADE,TYPE"M"BELOW GRADE CONFORMING TO ASTM C270. 4. REFER TO THE NOTES SECTION OF SHEET C-2 AND SHEET E-1 FOR TRENCHING/BORING 1. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DRAWN BY: MBS (MINIMUM 1,800 PSI AT 28 DAYS) INSTRUCTIONS.REFER TO SHEET E-4 FOR TRENCHING UNDER ASPHALT WITH DAYS UNLESS OTHERWISE NOTED CONTINUOUS INSPECTION IS NOT REQUIRED. CHECKED BY: NMB FLOWABLE BACKFILL DETAIL. SLUMP:4"MIN/6"MAX. AIR ENTRAPMENT:41/2%-7%BY VOLUME 0' • 3. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS CONFORMING TO 5. REFER TO THE NOTES SECTION OF SHEET LS-1 FOR PROPOSED LANDSCAPING ASTM C476. IRRIGATION INSTRUCTIONS(IF APPLICABLE). 2. REINFORCEMENT SHALL BE A NEW BILLET STEEL DEFORMED BARS CONFORMING TO ASTM SPECIFICATION A615 GRADE 60,MAXIMUM COARSE AGGREGATE SIZE SHALL BE 4. ALL CELLS CONTAINING REINFORCING STEEL OR EMBEDDED ITEMS,ALL CELLS IN RETAINING WALLS, 6. REFER TO NOTES SECTION OF SHEET C-3 FOR SLOPE REQUIREMENTS(IF ACCESSIBLE 3/4". AND WALLS BELOW GRADE SHALL BE SOLID GROUTED. STALL IS CLEARLY IDENTIFIED.) 3. REINFORCEMENT SHALL COMPLY WITH THE LATEST EDITION OF ACI 318 FOR MINIMUM 5. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAM OR LINTEL BEAM UNITS. CLEARANCES AND CONCRETE COVER. ANCHORAGE INSTALLATION NOTES 4. ALL EMBEDDED ITEMS SHALL BE SECURELY HELD IN POSITION PRIOR TO PLACEMENT 0 08/08/18 ISSUED FOR CONSTRUCTION 6. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER,HORIZONTAL CONSTRUCTION JOINTS 1. DRILLING THROUGH EXISTING SLAB REBAR DURING POST-INSTALLED ANCHOR BOLTS OF CONCRETE.ALL CONCRETE SHALL BE READY-MIXED IN ACCORDANCE WITH ASTM REV DATE DESCRIPTION SHALL BE FORMED BY STOPPING THE GROUT POUR 1-1/2"BELOW TOP OF THE UPPERMOST UNIT. INSTALLATION IS NOT PERMITTED. C94. 7. ALL BOND BEAM BLOCK SHALL BE"DEEP CUT"UNITS. 2. POST-INSTALLED ANCHOR BOLT INSTALLATION SHALL BE PERFORMED BY 5. MAINTAIN TEMPERATURE OF CAST IN PLACE CONCRETE BETWEEN 50 DEGREES AND ' ` PERSONNEL TRAINED TO INSTALL THE SYSTEM PER THE MANUFACTURER'S PRINTED 90 DEGREES FAHRENHEIT. QED PROFFS 8. PROVIDE INSPECTION AND CLEAN-OUT HOLES AT BASE OF VERTICAL CELLS HAVING GROUT LIFTS IN INSTALLATION INSTRUCTIONS(MPII),AS INCLUDED IN THE ANCHOR PACKAGING. � NG I N EF S$ EXCESS OF 4'-0"OF HEIGHT. 6. DO NOT USE RETEMPERED CONCRETE,OR ADD WATER TO READY-MIX CONCRETE AT 1.0 Q 3. EXPANSION AND ADHESIVE ANCHORS SHALL BE INSTALLED PER THE THE JOB SITE. Q" 91378PE t' 9. ALL GROUT SHALL BE CONSOLIDATED WITH A MECHANICAL VIBRATOR. MANUFACTURER'S INSTRUCTIONS USING STANDARD EMBEDMENTS AND EDGE DISTANCES UNLESS NOTED OTHERWISE ON THE DRAWINGS. 7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. ..l,4--.72-7 10. CEMENT SHALL BE AS SPECIFIED FOR CONCRETE. Si, OREGON O= 8. EXCEPT AS DETAILED OR AUTHORIZED,MAKE BARS CONTINUOUS AROUND CORNERS >` �� WHERE PERMITTED,SPLICES MADE BY CONTACT LAPS SHALL BE CLASS"B"TENSION ��FREGIS��P 11. REINFORCING BARS-SEE NOTES UNDER"REINFORCED CONCRETE NOTES"FOR REQUIREMENTS. LAPS UNLESS NOTED OTHERWISE. ✓:P0I ' REINFORCEMENT SHALL BE PLACED PRIOR TO GROUTING.LAP SPLICES SHALL BE 48 BAR NT.KPS`DIAMETERS,MINIMUM. 9. DETAIL BARS IN ACCORDANCE WITH"ACI DETAILING MANUAL",PUBLICATION SP-66 12. PROVIDE ONE BAR DIAMETER(A MINIMUM OF 1/2")GROUT BETWEEN MAIN REINFORCING AND AND"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE",ACI 318. ERES:6/30/19 MASONRY UNITS. 08/08/2078 10. PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING. FT ONSTRUCTION,MAXIMUM GROUT POUR HEIGHT IS 4 FEET. IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS 11. EXPANSION JOINTS SHALL BE CONSTRUCTED AT LOCATIONS WHERE THE CONCRETE THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS PAD ABUTS CONCRETE CURBS,DRIVEWAYS,AND SIMIALR STRUCTURES,AND AS DOCUMENT. 14. HIGH LIFT GROUTED CONSTRUCTION MAY BE USED IN CONFORMANCE WITH PROJECT SHOWN ON APPROVED PLANS.EXPANSION JOINTS SHALL BE FORMED WITH ` I SPECIFICATIONS AND SECTION 2104 OF IBC. ONE-HALF INCH PRE-FABRICATED NON-EXTRUDING FILLER AND SHALL EXTEND THE FULL DEPTH OF THE SLAB. 15. ALL CELLS IN CONCRETE BLOCKS SHALL BE FILLED SOLID WITH GROUT,EXCEPT AS NOTED IN THE ORI00061 TIGARD DRAWINGS OR SPECIFICATIONS. WALMART 5935 7600 SW DARTMOUTH STREET 16. CELLS SHALL BE IN VERTICAL ALIGNMENT,DOWELS IN FOOTINGS SHALL BE SET TO ALIGN WITH TIGARD,OR 97223 CELLS CONTAINING REINFORCING STEEL. 17. REFER TO DRAWINGS FOR SURFACE AND HEIGHT OF UNITS,LAYING PATTERN AND JOINT TYPE. SHEET TITLE 18. SAND SHALL BE CLEAN,SHARP AND WELL GRADED,FREE FROM INJURIOUS AMOUNTS OF DUST, GENERAL NOTES 3 LUMPS,SHALE,ALKALI OR ORGANIC MATERIAL. 19. ALL MORTAR FIN OBSTRUCTIONS AND DEBRIS SHALL BE CLEANED FROM INSIDE OF CELLS PRIOR TO GROUTING. SHEET NUMBER GN-3 ' ��/ -- � \ \ 1 . . „ . \ , A'electrif y �i @ � \\ _ �\ � / america _ 1 : I '- ELECTRIFY AMERICA,LLC. i _ \0„ ---EXISTING 2003 EDMUND HALLEY DRIVE I �- r \�-- SUITE 200 --- E TRANSFORMER RESTON,VIRGINIA 20191 II .I I --EXISTING STORM 1 \�\ UE -tte___ • — INLET TYP A _ v \ \\ '-�I` --- UE o=aT d r— t I li ---I a. I L ��- : : .-: ,, \ L ---- , ,A I - ! _�----- EXISTING STORM _ vi — - � I ST _ MANHOLE(TYP) — I ! ,` /T/T//////////////7%/////////////////////////////////////////////////////Tii �\\l//////////////////J 1 I� J EXISTING C'. ° ����° ° i '111 VI SANITARY 1 I - / \ (TYP) '"vim --- EXISTING I j e• ° EXISTING i �/ MANHOLE `Rr, \, % : BUILDING V PROPERTY I } GREAT CLIPS J� 4. • LINE(TYP) — ' ✓ /° L s �; EXISTING — I ) a BLACK & VEATCH i , TRAFFIC I _.1 1 ,1 • �. - / a 6800 W 115th ST,SUITE 2292 STRIPE(TYP) w EXISTING UNDERGROUND I \f//// 11//l///////////////////////////////////////////////////////////////111////////////A////A jUF \ o OVERLAND PARK,KS 66211 �y//� / GAS LINE(TYP) 1 E 19131 asa-2000 �� a • J / ° �.• ..a °JT _ ° T Jc. - UE a °UE --"o--- ' m q� a �I- - - s --I II - � % 6 I� ! ® - II '.'_••:-1-:.:-.:-:77- , ° I EXISTING UNDERGROUND I \'5 I- J I �j 1 11 1 il SANITARY SEWER(TYP) !,��� �i r { �,I I ® r II ' --:- °�L 1 __..._ I \ I L -- —J I --. `- PROJECT NO: 197479 EXISTING UNDERGROUND i DRAWN BY: MBS TELEPHONE LINE(TYP) �� ss ss ss SS— os --- SSCHECKED BY: NMB / II • .\, V EXISTING I - - + • UNDERGROUND I I.�, ELECTRIC LINE(TYP) I! � F \ . . . . . . . . J J �7 \ J EXISTING UNDERGROUND I I . �I Y ' EXISTING FIRE STORM LINE TYP I�I I HYDRANT 1 (TYP) - \ 1 I EXISTING 26'-2 , �` ° �� " _ �� _ - ! DRIVE AISLE � �E h1�C I I ICI: ��, 0 08/OS/18 ISSUED FOR CONSTRUCTION 4 EXISTING -- \ �kll „ E I�III- �. REV DATE DESCRIPTION I I PARKING LINE (TYP) - - - - - - - Z - jr It „ I� I ` + c PROA- 1 I' i WI �. I et 91378PE rj , a W • e /I 7 I y 1-:- : I I �I1 9j�OREGON P�o2 I O EL b 1 in W _ � ! : : J e I d '�REGISZ 5 EXISTING ASPHALT • \ 1 If �SONT.KP�� W PARKING LOT [1,!,*. II D z w 1 � \ : Ia.!II I y.y I - I \ I- 1I EXPIRES:6/30/19 W I �v ,1 �``• ,*, I 1� - �I 08/0&/2078 I —712 I -b- ST I ST ST - ST ST — S ST - ST vv S ° \ IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS --Q WL I 1- 'WL1 WLR WL WL --- WL - WL I WL \ `I IN S,. SEE ENLARGED SITE THEY ARE ACTING UNDER THE DIRECTION OFA I PLANSHEETLICENSED PROFESSIONALENGINEER,TO ALTER THIS i �-I.- ' I T I DOCUMENT. 1 I 1 cg \ 1 �! F \\ 1 OR100061 TIGARD �. II I I WALMART 5935 .: : :`: - (.-. . - r. . \ II / `° I; 7600 SW DARTMOUTH STREET : : : : :®::::. : 1 �: . . : -j . . . . . ,1 :,a),..:-.,: ::'-'::::•,::•,:0,,..:_;)-:! i 5 ,‘:.,,•::-,$),.:-::-::-::-::-:"...:->. :. ::::: .. --:.' _I_s s TIGARD OR 97223 (°°' SHEET TITLE 1 N. OVERALL SITE PLAN I I IAI SHEET NUMBER CA 20' 10' 0 20' 40' OVERALL SITE PLAN 1^=20 NOTES DEMO QUANTITIES TABLE 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. V///A ASPHALT 65 SQ YARDS 2. ALL QUANTITIES LISTED IN DEMOLITION PLAN SHEET ARE ONLY APPROXIMATIONS.THE CONTRACTOR SHALL VERIFY ALL QUANTITIES BEFORE BIDDING. "//,J CURB 23 FT filif A e e "i f V//A PARKING LINES GRINDING , amer�ica p-_,,, LANDSCAPING 552 SQ FT ELECTRIFY AMERICA,LLC. 2003 EDMUND HALLEY DRIVE SUITE 200 RESTON,VIRGINIA 20191 D \ V ��� �� EXISTING STORM D MANHOLE(TYP) > Q�p. > . ' - �� D a N EXISTING STORM 1 �> > '''%:'°�s A � D �_ -- INLET(TYP) I EXISTING PROPERTY I ) > 4 > > 4" 4 D LINE(TYP) ��� �_� � " -EXISTING CONCRETE � ! > a 4� �_ \�__ ��_ s CURB WITH GUTTER(TYP) -7 D IMAMAs gQ j --- 3AAAAAAC BLACK & VEATCH I° a P•ro \ \ -- — — �7AAAHIAIF I - - > > 7 > $n o n9 ) �` p D �_- iaelneni -\\ I I > ., e°, > � N ._ - nnniMu -_ — D -�� 6800 W 115th ST,SUITE 2292 �_ Q p CI OVERLAND PARK,KS 66211 • > - > > > > > > > 7 -----Z?- (913)458-2000 C r D u EXISTING \I > 1 > > > > > > > '4.„9 > ------_ ___7 _ p Q a '... - .. �TREE(TYP) p �4 °4� s a a9 > > >\> > > 3 - > > > > > > > > > EXISTING ' <7 >J> > > 4 I ° ./ i , BUSH(TYP) 4 g ' EXISTIli ' a yn4nd �`> > ` > > > > > > > > > \ > > .4 °>4 > > > > I 4 > > > >I 4 > > > / > > PROJECT NO197479TRASH � EXISTING BUSH TO BE I � ENCLOSURE OVED(TYP OF 3�' > > > > , > > > 30�. > > > > > � >�°a > > > > > s _ :F�,: " rs 1v + 5G3.Ir 5F'r r _ � � ?_ - 1: rf' a- �? �sf:T� I �Ii,--1?„'" ;. -w k ; � ��t? = n�" �: IW + -` /DRAWN BY: MBB " > -7, .> ? ? > 7 > > � > > > > > > > > > > > > > Min CHECKED BY: NMB • vox or of r \-\, 7 / I or, > � C .sit 7FFi�n' >s ,"joy, I r W rs)r _______ i / / , ., , , „ , / / 7 / ,, / / / 7. / / J,. / 7,, 41.b 4 1 ! _ 'i. XX/ / / g y X ,., ,„ / ,1 'Ali > A �' / X X / / / XI > > 0 08/08/18 ISSUED FOR CONSTRUCTION > > - i I - / /V �� / X / > > REV DATE DESCRIPTION CD / / • / in zX / y /i i i X / / / / / I \JF X QED PROF % / X / /\ / ( Q ' >' •C GIN Fs j , X '�,y / y 3c / y ' s Q- 91378PE 7: —L V� i 9) OREGON �o :% E \ F P� �� ✓ ° REGIS* e, SEE DEMO QUANTITIES TABLE REMOVE EXISTING N SON T.K20/N7 PARKING LINE BY ! \ (TYP) EXPIRES:6/30/19 �; I GRINDING ..--------' " EXISTING UNDERGROUND 29'-2" I /N- I ELECTRIC LINE (TYP) 08/08/2078 \ U� I IT ISA VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A \1 — / in -EXISTING UNDERGROUND LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS I DOCUMENT. EXISTING ASPHALT �' WATER LINE(TYP) r------,. 1 PARKING LOT \ .) EXISTING UNDERGROUND STORM LINE (TYP) ORI00061 TIGARD WALMART 5935 1 EXISTING Oc I 7600 SW DARTMOUTH STREET I PARKING(TYP) i TIGARD,OR 97223 ` 8'-11"1 EXISTING 15'-0" I (TYP) 0 SANITARY SEWER I I EASEMENT I SHEET TITLE N = > I DEMOLITION SITE PLAN > I'J , _ ` I Y I S - A SHEET NUMBER C-2 6' 4' T 0 5' 10' DEMOLITION SITE PLAN I — — — 3H6"=1'-0" NOTES PROJECT AREA STALL COUNT PROPOSED DISPENSER 1. SOD PLANTED IN THE FALL MUST ESTABLISH ITS ROOTS BEFORE THE FIRST WINTER FROST.DETERMINE WHEN THE FIRST FROST USUALLY CHARGE POST OCCURS,AND PLANT THE SOD NO LATER THAN ONE MONTH BEFORE THE FIRST FROST.IF THE CONSTRUCTION IS FINISHED LATER THAN EXISTING STALL COUNT 13 NUMBER 175 KW 350 KW CABLE TYPE ' ONE MONTH BEFORE THE FIRST FROST,USE STRAW UNTIL SOD CAN BE INSTALLED. PROPOSED STALL COUNT 8 1 1 CHAdeMO/CCS ��� � � 2. THE CONTRACTOR SHALL RETURN SIDEWALKS,LANDSCAPING,PLANTERS,IRRIGATION SYSTEMS,AND ANY OTHER FACILITIES DISTURBED 2 1 CCS WALMART APPROVED STALL COUNT 13 BY THE WORK TO THE SAME OR BETTER CONDITION THAN EXISTED PRIOR TO THE COMMENCEMENT OF THE WORK. 3 1 CCS / america 3. CONTRACTOR TO MAINTAIN POSITIVE DRAINAGE. 4 1 CCS 5 1 CCS 6 1 CCS ELECTRIFY AMERICA,LLC. 7 1 CCS 2003 EDMUND HALLEY DRIVE SUITE 200 8 1 CCS RESTON,VIRGINIA 20191 H -T - — — — ' / EXISTING \a �� \ ,/ EXISTING STORM TRASH 3 p \ li MANHOLE(TYP) ENCLOSURE 9 — ° oo°°4 oo,3 Q p Q ,� EXISTING STORM r a)..?(:1, epi ��� p I INLET(TYP) I I R�/ 3 9 9 9 EXISTING PROPERTY � V j p LINE(TYP) � EXISTING CONCRETE VVVV _� 4-------____----_____ — is CURB WITH GUTTER(TYP) 1. , '4��� p ° __a -- --- -1s _�a� — I BLACK & VEATCH \ ISN',' c p --- ------ ----- --�-�� 6800 W 115th ST,SUITE 2292 "�." \;� ) p 4 r Q V Q � A j OVERLAND PARK,KS 66211 \ � 1 4 4 9 3 4 4 Y �_-------)\---,--______S_ � G Q H '3 EXISTING (913)458-2000 PROPOSED 1' 9 1 PROPOSED UTILITY ��{p fl� )�-_Q p Q TREE(TYP) ' MULCH TRANSFORMER PAD P° �� ��� � H H I \ 9 9 iv> .9 3 9 9 SEE ENLARGED 9 4 ..'6 ','" '' 9 9 9\9 9 -3 • 3 9 9 9 9 19 3 9 3 31 9 - EXISTING �I 4 PROPOSED EQUIPMENT f ''/7 a� BUSH TYP '4� J .9 9 9 9 -.�� 9 9 I 9 9 9 9 > 9 9 9 9 9 9 9 , a ,✓c 9„, 9 9 u.✓° 9 ! 9 9 ( ) 9 1 ✓' 9 9 o �� 1 ^ LAYOUT SHEET C-4 17 e X09naaqq' / 3 ) na 9 ) 9 j 9 9 9 ? 9 91 9 PROPOSED �'� �_- 9 9 9 1 PROJECT NO: 197479 �' O O �% 0 PROPOSED CONCRETE Qi \ ory' o a baa 6 9 DISPENSER(TYP) �� 9 3 9 9 9 9 9 9 9 9 9 3 9; 9 9 9 9 , F,9 9 9 DRAWN BY: MBS I I CURB AND GUTTER )� ��oo® CHECKED BY: NMB 9 �i9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 3 9 9 9 9 9 9 4 9 9 - 3 9 9 3 PROPOSED I i. \ I ?, d � � ���� p � ? p `� t � 1 _ P 0 ye a II , ..,. � ��• '°W0 0 Fv,'�i �:'Y"+% :r'40 5;' ,,, 'y,. STOP WHEEL® ��jj�M. 4 3 • TREE(TYP) < r�����e a ' a +! '''.. / STOP(TYP OF 8) 3 3 34-'' 9 '' 9 �' r"a'"" ?4' 3 ' . C=®®eel a � II11 ,-- 1 1; li I, I,- V: II ►. 9 9 9 ,F4-) 9 9 61 ccij7 1 9 7 9 8 �_�I 9 gl 9 9 9 9 H 9 3 9 VigF �I I/ I 1'I/I 1 V 111// 111 L I _ __ __ I 44 ` j 1 I 2 I 2A 3 u11, , F2,-8,. P OFT))� 0 � II / 3 tI I © s 3A 0" 4'-11" \ 4'-11" JAI ys 9 3 0 0908118 ISSUED FOR CONSTRUCTION I 5,_0.. 011 �IPOF �YPOF$) ( POF ) 1 9 , 9 } \ -. 1 11 -t II -t ( ) 3 9 REV DATE DESCRIPTION / 'I I II III /'• io d 40 �/ / 3 4' a� i„� /Ilu '� /I11 ' i' I i� r V I � 9 3 3 9 ' I I ❑ ,fir i - o'� 'i — 11,1 • / 9 9 ED PROF l i 171 I--I I \ ,. s w „GINE,.I i .. --Q- - _�-rp== d_—cad . IC) 1 \)i- 1 . e� q:9 'P �l� F� �� tE ���rYM ire•. �•� r�� ' s / 91378PE / _L . I \ _—____.—____-7_/ ..t..61--.72-7 —R=1'-0"(TYP) /�� '• 9 OREGON p L=1.-6"(TYP) I r I I" 9'-10” -I < J\ 10'-4,. 10'-5" F P' 15'-0" 10%0" (TYP OF 4) OFREGIS�� 23'-9" (TYP OF 3) �F � � PROPOSED PARKING `.1 6' T,KP��S 6 m STRIPE(TYP OF 9) EXPIRES:6/30/19 / 1 EXISTING UNDERGROUND 08/08/2078 I v ELECTRIC LINE (TYP) 4'w / 1 1 IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS N N F-\‘, THEY ARE ACTING UNDER THE DIRECTION OF A 1 EXISTING UNDERGROUND LICENSED PROFESSIONAL ENGINEER TO ALTER THIS I z'w • H / WATER LINE(TYP) ` DOCUMENT. / EXISTING ASPHALT FII PARKING LOT \ x{O i EXISTING UNDERGROUND ® � /w STORM LINE (TYP) O ORI00061 TIGARD I ,s-,.. 1 1 ® WALMART 5935 I EXISTING 6 / -7600 SW DARTMOUTH STREET PARKING(TYP) TIGARD,OR 97223 \ EXISTING 8'-11" I EXISTING 15'-0" / (TYP) SANITARY SEWER I EASEMENT SHEET TITLE / �I 1 '_ ENLARGED SITE PLAN 11 I 1 ra, , r 1 : , , I I 1 _ _ I1 — .o — I -- — 1 , 1I SHEET NUMBER C-3 1 6' 4' 2' 0 5' 10' ENLARGED SITE PLAN : — — — 3116"=1'-O" ,i electrify / america 22-4" PROPOSED Anikk SWITCHBOARD ELECTRIFY AMERICA,LLC. PROPOSED 9„ 20'-10" ASSEMBLY 2003 EDMUND HALLEY DRIVE FENCE POST SUITE 200 FOOTING (TYP) RESTON,VIRGINIA 20191 in 1- \ 1 Al FENCE DQ • ■ • ■ ■ • ■ ■ ■ ■ • ■ tO ■ ■ PENCE 1 - POST(TYP)IILV PROPOSED KEYSAFE • 1'-3" PRO S7(PROVIDED • 1 \`x'/ •�• ,' I❑ BY CONTRACTOR) �' `� �' ��' • PROPOSED GFCI '\,5s\\ INCOMING ❑ v( R RECEPTACLE IN - 1 ill WEATHERPROOF 1 '' `. ENCLOSURE 1 BLACK & VEATCH ' \ \ • 1 ) 6800 W 115th ST,SUITE 2292 U L -_ __1__ ' L L 1 PROPOSED SINGLE 411%/1121 OVERLAND PARK,KS 66211 r1 1 r r , GATE WOODEN FENCE (913)458-2000 u !I i' (TYP OF 2) ®® ;,' a III / 1 ' iII I1 // v N >- !I !1 /� / I, II / /1 a I- !,I I / / I I ;I • / I I / I ! 1 ,I it / / I I 1 ! / Th::::-_� -- 11141 i� j II' j / uIh~ ]_,�'' PROJECT NO: 197479 a PROPOSED I F I I I DRAWN BY: MBS DDD 1-i-,,,•_/H Ur REACTOR(TYP) - -_ PROPOSED ©0 CHECKED BY: NMB 175KW POWER UNIT(TYP OF 10)®® m r U ❑ 10 I2I 2A ❑3 1❑ N N PROPOSED Mk ❑ "UUUU 1_ 1-4 t- f-f 10 CONCRETE PAD ••U U © 3A® I❑ 0 08/08/18 ISSUED FOR CONSTRUCTION I 1 \ `REV DATE DESCRIPTION • ❑\ _ 0 i Q 1'-5" 1 111 PROPOSED SINGLE Ar 4" �1; 1 �/ GATE WOODEN FENCE �� PRO • u (TYP)', ,F U 1 /II ��� SFS iiii it .; 11 /u I NG(NEF s� / / I! F: / // o y / ,1 • I Qi ❑ I / I F- II / 91378PE < iV _- I'LL / II /!: !/ / it 11/ // _ . / „- //moi HI i- 9,. r_ L -u -" � _ -'74 9> OREGON b.•1/4.- , O • ❑ / ,/�OFREGIO-s I ❑7 ® I❑ N �SONT.0— "' EXPIRES:6/30/19 ❑ D[] 1 d I I I 1 `-- L----,- �. s i L--- i_ % 08/08/2078 �' \ s \ _/ 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. FUTURE POWER UNIT(TYP OF 2) PROPOSED WOODEN FENCE 0 EQUIPMENT ENCLOSURE Ur ORI00061 TIGARD WALMART 5935 7600 SW DARTMOUTH STREET TIGARD,OR 97223 SHEET TITLE ENLARGED PROPOSED ©I EQUIPMENT LAYOUT _ SHEET NUMBER C-4 12" 6" 0 1' 2' 3' 4' 5' ENLARGED PROPOSED EQUIPMENT LAYOUT 112"=1.-O" AT/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 00 PROPOSED DISPENSER(TYP) PROJECT NO: 197479 EXISTING EXISTING DRAWN BY: MBS 04,,,05„,.., TRASH ENCLOSURE` TREE(TYP) ., O 9 1F-? CHECKED BY: NMB '4 -- z '' EXISTING -, "'" 1 f'�:, BUSH(TYP) k ti ka- i -1":e-.71-,*-_,, PROPOSED WOODEN FENCE 0 p ✓W EQUIPMENT ENCLOSURE "47,-,,, a -,-7?,s,..,4- ',',T.,;44%,,,n, Ill --1-1,,%., Li,. ',2-4,1,,,ett,, 1 ' . i .'.. ..°Y-t*Pt" it 0,..Am. i\i:A.,-,t_ ri:‘,..:-,4:_lic,,,,, IC. N �- � ��'N� . f -',431=- - t ..Y* l d' E /yn "S 43`x" k 0 08/08/18 ISSUED FOR CONSTRUCTION "" i-h$;..- REV DATE DESCRIPTION I.; _ +� +71� +� .'� .w, _ �� � 4 fig. s r , f- ; U / #f.�'Y.. #��t._''- #" ti...._. �� *es v— =a� v- v_ ,- -v 4,�r1 „ r, 2 4-,-.t ,. �L _ rty * II3tl 61/: Maid grit I I, ... I I� x . -. . . � �J - J \ e J �G I N E S / I I w t .__ ' .� .. ,0_14,t,,,: "��'? ''' n3 ,I I`' lf"". ''k 1,w,;.;:, c"u Il i l y.,; �� y` r. � __;*. `,,,V'' .l"r � 3"411 F"C`1rs;;, "�`� -4^"+:: �Ui`�" �� �`A ---- I _ Cr 91378PE r PROPOSED AilliPROPOSED :: : ) ® -1___ CONCRETE PAD PROPOSED WHEELA® —EXISTING D CUR=0' WITH GUTTER ASPHALT :IxoSpeOi �OFREGIS��Pc� NT.KP�� •RES:6/30/19 /08/2078 R IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. ORI00061 TIGARD WALMART 5935 7600 SW DARTMOUTH STREET TIGARD,OR 97223 SHEET TITLE SITE ELEVATION SHEET NUMBER 4• 2• 0 4• 8• C-5 SITE ELEVATION — — 1/4"l'-O' NOTES 1. THE UTILITY DESIGN DETAILS SUMMARIZED ON THIS SHEET ARE FOR PROPERTY OWNERA REVIEW.THE CONTRACTORRVDEDSHALL REFERENCE THE PENDING UTILITY DESIGN A ' UTILITY DESIGN PACKAGE(UDP),PROVIDED WITH THE"ISSUED FOR CONSTRUCTION"DRAWINGS FOR BIDDING.THE CONTRACTOR SHALL INSTALL ,(electrify THE UTILITY RELATED SCOPE OF WORK PER UTILITY CONSTRUCTION SPECIFICATION REQUIREMENTS. / america 2. UTILITY EQUIPMENT INSTALLATIONS AND PREP WORK AND TERMINATION OF SERVICE CONDUCTORS SHALL BE COORDINATED WITH THE APPROPRIATE „T\\ \ ✓ - UTILITY ENGINEER AT TIME OF PRE-CONSTRUCTION MEETING TO ENSURE U' �- i . ELECTRIFY AMERICA,LLC. ACCURACY OF INSTALLATIONS. �, �� `'S' \(&1H::. . .:: - 2003 EDMUND HALLEY DRIVE 3. TRANSFORMER BOLLARD PROTECTION TO BE INSTALLED PER UTILITY �—� _ �, , . SUITE 200 ^' - '.'. RESTON,VIRGINIA 20191 SPECIFICATION. ADDITIONAL BOLLARD PROTECTION MAY BE REQUIRED AT • - '� / THE DISCRETION OF THE UTILITY FIELD INSPECTION PERSONNEL. I / Or -,::-‘N>.\-.-- � ' \s i. .- EXISTING g \ _\k � UE TRANSFORMER \ U E- • ° �> . . — Vu _ _J - =moi JI I : .:. 1� 1 JJ///////// %/% %// ////////% /%///777///7///777//////IT ///////// /////I a°° / , EXISTING \� �a i ::I° BLACK & VEATCH f --EXISTING PROPERTY LINE_ I ' ! +a O BUILDING ° • (TYP) I p 1 'c m - / GREAT CLIPS 6800 W 115th ST,SUITE 2292 j W / ° (TYP) w° OVERLAND PARK,KS 66211 1i� I ° • �.� (913)458-2000 EXISTING g Z % 0 a UNDERGROUND GAS *• 1 Ii - • % ° LINE(TYP) --- I 11 I b ° �� I'° 11 I u, ; a a %i/ii/111/// 1iii7iiiiiiiiiiiiil�l/iiiiiiiiiiii�lii�/.�°I„E �1 �— -,--511' ° ° "° ° ' a __� UE -�'"`- UE PROJECT NO: 197479 �-. • � ��..�° ° ��y'. ° a UE UE UE S-d°�-_ uE° 5 ° DRAWN BY: MBS ° P 1\ • i• 1 I f 'S ! '-'.'...' CHECKED BY: - - NM,/ PROPOSED PROPOSED EXISTING UNDERGROUND I % JI - -I I SWITCHBOARD P 1 ; I ;0- / r ASSEMBLY SANITARY SEWER(TYP) - _ :_:!1 11wi,I2 • • \� / (r0 766, I lir EXISTING UNDERGROUND SS ss SS �` 6F o.* % - ss UE \ TELEPHONIE LINE(TYP) 6oRFol I I •P - PROPOSED PRIMARY CONDUIT - -: (4)PROPOSED 3"UNDERGROUND �- FROM EXISTING TRANSFORMER TO • •. 1SERVICE CONDUITS FROM P I 1 r - P UTILITY TRANSFORMER - - TRANSFORMER TO SERVICE I .1.-! EQUIPMENT SWITCHBOARD WL —J o 08108/18 ISSUED FOR CONSTRUCTION PROPOSED II ° j \ J ��' - '-'J 1 .1- - - - J REV DATE DESCRIPTION Ali-pl1 _ - TRANSFORMER I �J �I l ='.• / / ` CLE�A�,RiiANCE I �� � �-EXISTING FIRE i 1 L -I- -4-E-„_-_--H, o <�° / �E I[Q''•Z'A: �. HYDRANT '` i' PROPOSED XXXKVA L _ - - - _ uE n QED PROpk, ,I, __ ■. UTILITY TRANSFORMER M I / 9� N G(N EF s�j 0 480/277V,3�,4W ON \ I li //�� I 4/ Q �ya'■ 3.p•• �� X'-X"XX'aX"CONCRETE PAD - - - - - Z - IM� ,-/ a '0 I 91378PE • �, �� i / stn O ins / ,a - \v w —/ O y� OREGON�0 Ill �� / J I. 0 I iw :/e I �FREGIS�� g 0 • 10.-p.. , .0, '— G I ASO P`�`Ei Ell In �/ z� I6 NT.K � o / ii ---'C44- I EXPIRES:6/30/19lila IPA _ °' a ai - ° 08/08/2018 I 421 - __ I-- it .. \ IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS U' W I I, II I I THEY ARE ACTING UNDER THE DIRECTION OF A I -Z_W _- EXISTING ASPHALT - °I I LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS H _ \I 1I DOCUMENT. XrY PARKING LOT 4 I w • 11 i I - - N— v ST ' ST ST S - ST ST I ,/ I (X)PROPOSED X"UNDERGROUND a I WL % 1 WL- WE WL WL WL W �e ST I 0R100061 TIGARD to w o° N. I WALMART 5935 SERVICE CONDUITS FROM PLAN A-A I ____ -11I1:1;.:-11F- Ill 7600 SW DARTMOUTH STREET TRANSFORMER TO SERVICE SCALE:NO SCALE I EQUIPMENT SWITCHBOARD m S TIGARD,OR 97223 SS ' SS `�I,l eJ ss \ \ I N- I 4k I I I SHEET TITLE .': -:-:-:-:-:.&-:' 0. .{ ,-:-:0:-:-:-:-:-.0,:-,),_ @:-:-:--:--0:_:, i-isa -:t!.- i UTILITY PLAN :..., - s"-°-./&<<„ ilfA) ,/, N — I " 1' SHEET NUMBER E-1 20' 10' 0 20• 40• UTILITY PLAN I — . / 1-=20' NOTES POWER UNIT LENGTHS DC CHARGING POST LENGTHS ** AC CONDUCTOR:28 FEET IS ADDED TO HORIZONTAL RUN LENGTH TO ACCOUNT FOR BURIED DEPTH PROPOSED DISPENSER LINEAR ***DC CONDUCTORS:22 FEET IS ADDED TO HORIZONTAL RUN LENGTH TO ACCOUNT FOR BURIED DEPTH CHARGE POST LINEAR LENGTH LINEAR LENGTH ***ESTIMATED NUMBER 175 KW 350 KW POWER / SWBD TO REACTOR TO **ESTIMATED POWER UNIT DISPENSER LENGTH H LENGTH(FT) REACTOR 1 1 REACTOR POWERUNIT 0 1. CONDUIT ROUTING IS DIAGRAMMATICALLY SHOWN ON PLANS AND ARE ONLY APPROXIMATIONS.THE M 29 51 j LI EXACT LOCATION AND ROUTING PATHS SHALL BE FIELD VERIFIED AND INSTALLED PER 2 1 9 2 39 JURISDICTIONAL REQUIREMENTS. 3 1 amenca 2. ALL ELECTRICAL WORK AND RELATED ACTIVITIES PERFORMED ONSITE SHALL BE DONE IN 5 ; W 9 6 43 12 I W 33 55 ACCORDANCE WITH NATIONAL ELECTRICAL CODE(NEC)STANDARDS BEING ENFORCED BY ALL El10 10 48 APPLICABLE JURISDICTIONAL REQUIREMENTS AT TIME OF CONSTRUCTION. 6 1 I2AI 12 I 29 51zoELECTRIFY AMERICA,LLCo3 EDMUND HARLEM LRE . 7 1 13J 10 14 52 SUITE 200 3. UTILITY EQUIPMENT INSTALLATIONS AND PREP WORK SHALL BE COORDINATED WITH THE 8 1 RESTON,VIRGINIA 20191 APPROPRIATE UTILITY ENGINEER TO ENSURE ACCURACY OF INSTALLATIONS. LI13 2 43 El 13 I 34 56 4. REFER TO CONDUIT AND WIRE SCHEDULE ON E-3 FOR CONDUIT AND WIRE REQUIREMENTS. ® 13 6 47 � 3A Fri I 50 72 5. SEE FINAL UTILITY DESIGN PACKAGE(UDP)FOR SWITCHBOARD CONDUIT LAYOUT. �5 14 10 52 0=SEE NOTE 4 FOR REFERENCE 16 I 14 14 56 IJ 14 I 55 77 \ �� a 17 I 19 12 59 ❑5 �5 61 83 \ \ 4 I� — V \ ® 20 16 64 I6I © 69 91 SHEET E-3 FOR WIRE CONFIGURATION) EXISTING PROPERTY _ (SEE11, LINE(TYP) �\—____________ ❑7 E7 88 110 1' ; „"ti, �I ��� a a _o II II 96 118 BLACK & VEATCH APPROXIMATE '1 �_ \ , 6800 W 115th ST,STUBOUT OVERLAND PARK,KS 66211 LOCATION FOR "�_2 (SEE SHEET E-3 FOR WIRE CONFIGURATION) (913)458-2000 PROPOSED UTILITY j �b EQUPMENT I TRANSFORMER PAD _ Q 4 � FUTURE BESS / � I PROPOSED a 4 \ i� 0SWITCHBOARD I ASSEMBLYI J EXISTING �4/ i TRASH o) 0 (0) 0 o 0 o) I PROPOSED / PROJECT NO: 197479 DISPENSER(TYP) DRAWN BY: MBS ENCLOSURE j F i� - / CHECKED BY: NMB i PROPOSED WHEEL I ElnI STOP(TYP) C ` ® P/ 2AQTY 10 P P \�/ P— M/ P M/ P \ —.7P vow P \ P \�I P , Jo 50 thp , i 1.711 l 0 ©CITY ' 4QT .2 0 OO O OM /El `■� 3 ® i1B TY to O O O .IOI. ., O�7 O _O O goai I"� ' A O 4 \ 0 0 0 F, 0 08/08/18 ISSUED FOR CONSTRUCTION 1 'I )y) ! I F REV DATE DESCRIPTION I ♦ A' I a 0 a IL�!P7—�P r� \)c--- 0 1i37 ��i 'j �i l ye/1 1 2 O ? I PROPOSED A_ 9 OREGON O QTY 2 O I APPROXIMATE LOCATION VE\ 1� P�� REACTOR OF PROPOSED CONDUITS Op (R (TYP OF 10) QTY 2 STUBBED OUT AND CAPPED Gj 1 ✓,q R• EGIS �g QTY 2 0 FOR FUTURE DISPENSERS /"\- JJ \ PROPOSED PARK NG SON T.KPS I \ I V- G STRIPE /30/19 \ EXISTING UNDERGROUND EXPIRES:86078 '6,5, 08/08/2018 — ELECTRIC LINE (TYP) 4w vV j ! J \ IT ISA VIOLATION OF LAW FOR ANY PERSON,UNLESS NI(/1 V 1 THEY ARE ACTING UNDER THE DIRECTION OF A Ve / N EXISTING UNDERGROUND LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS I z w Vc WATER LINE(TYP) DOCUMENT. '-'2) \---EXISTING ASPHALT F i 1 PARKING LOT rn �� w%� EXISTING UNDERGROUND j p STORM LINE y c 012100061 TIGARD WALMART 5935 EXISTING ��- / I 7600 SW DARTMOUTH STREET PARKING(TYP)- ----- \\'''- ______ TIGARD,OR 97223 E EXISTING 8'-11"� EXISTING 15'-0" 4 V / (TYP) I SANITARY SEWER EASEMENT � SHEET TITLE ,,, 1 I / I I r4o, ELECTRICAL PLAN 1 I / I I , , .v.. , _ I 1 �� _ SHEET NUMBER E-2 6' 4' 2' 0 5' 10' ELECTRICAL PLAN , — _ _ 3000A GE SWITCHBOARD,277/480V,3cI),4W 65KAIC WITH GROUND FAULT PROTECTION UTILITY TRANSFORMER, INCOMING METERINIG7MAIF1BR - ' ,:I T I RIBUTIOWSECTION — — — — — — — — 4801277V,3�,4W SECTION SECTION XXXKVA 3000A BUSS • electrify :•03-1 O O O O O O 0 O 0 O O 0 O 77011VISISTRIBLIT1ON-SEClION J 60A ` J je XFMR 3P / america � II0 3000AF 15KVA MAIN I 3000AT LLH LL I- 0 LLI— < . LLH LLI- 4 LLH LLI- 4 LLF LLH LLF W W LLF 480 SEEI �o W/RELT I ¢¢ ¢¢ ¢¢ ¢¢ ¢¢ Q¢ ¢¢ Q¢ ¢¢ ¢¢ v v120/208V 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o < < Q o 24 I Q ELECTRIFY AMERICA,LLC. o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0. D. 0 a o o a o a. NOTE 1 _ W M M.M W r1 W M W.e'5 W M a ah v M 'R IS W y M M m In In a,— 2003 EDMUND HALLEY DRIVE O\ O O\ 0 0.) O 0.) O 0.) O Oma/ O./ O O1/ \) SUITE 200 ( w O O) 0) O OO2 O 0) oO) o'/ 0-- •) O/ I •) I RESTON,VIRGINIA 20191 /PROPOSED 0 UTILITY GROUND I • (PER I UTILITY) I _ I — — — — — — an —�— Ilk — — — — • )2, 1 60 MANUFACTURER 0 —� 0 41) • PROVIDED MAIN u • 1 BONDING JUMPER #6 SOLID AWG CU PER NEC 250.24(A) r10VVVGROUNDING (4),250.28(C),250.8(A)(7) 1 ELECTRODEFUTURE PROPOSED BLACK & VEATCH CONDUCTOR PER SEE NOTE 2 0 0 0 0 0 0 0 0 0 0 I BESS I RECEPTACLE I- U V ug ~ aaW ~NEC 250.66(A) (TYp) ` o I- u CI 0 cv i EQUIPMENT 6800 W 115th ST,SUITE 2292w w w w w 4 w OVERLAND PARK,KS 66211 w ct ix re re re ce re ELECTRODE 5/8"X8'-0" #4 AWG BARE CU (913)45e-2000 COPPER CLAD GROUND GROUNDING ROD INSTALLATION PER ELECTRODE NEC 250.52(A)(5),250.53 CONDUCTOR PER (A)AND 250.68 NEC 250.66(B) • CONCRETE ENCASED ELECTRODE PER NEC PROJECT NO: 197479 250.52(A)(3)(1)OR(2) DRAWN BY: MBS I-- --I r- -7 CHECKED BY: NMB I I 175 KW 175 KW 175 KW 175 KW 175 KW 175 KW 175 KW 175 KW 175 KW 175 KW IPOWER 1POWER • • POWER POWER POWER POWER POWER POWER POWER POWER POWER POWER I UNIT I UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UEI TUR UTUR NOTES #2 #2A #3 #3A #1 #4 #5 #6 #7 #8 I Et ABB CONDUIT AND WIRING SCHEDULE 1. PROPOSED UTILITY CTS/PTS SHALL BE LOCATED WITHIN — _ 7_ ___ _ _IT_ i__ �— FROM TO CONFIGURATION COMPARTMENTS APPROVED BY THE UTILITY AS SHOWN IN0 UTILITY TRANSFORMER PROPOSED TBD BY UTILITY THIS DRAWING PACKAGE. 12 SWITCHBOARD 2. REACTORS TO BE WIRED AS DEPICTED IN DETAIL B OF O i 7 U 12 1 O6 O6 6O O , J PROPOSED (3)500 MCM AL(THWN-2)+ SHEET E-6. O r:,-, A p O p O Q p � 1 2p SWITCHBOARD PROPOSED REACTOR (1)#2 AWG 3" (ONDU-2)EGC 0 08/08/18 ISSUED FOR CONSTRUCTION / / / / / IN(1)3"CONDUIT `REV DATE DESCRIPTION 7 (3)500 MCM AL(THWN-2)+ i • /O O /U /0 IF'—1l 0 2B PROPOSED REACTOR PROPOSED POWER (1)#2 AWG CU(THWN-2)EGC O O UNIT(EV CHARGER) D PRp O IN(1)3"CONDUIT oLNDIN� ass. r- --1 r- -� PROPOSED FUTURE POWER UNIT C7 4, O SWITCHBOARD (EV CHARGER) (1)3"CONDUIT 91378PE �! 350KW 350KW 175KW 175KW 175KW 175KW 175KW 175KW 175KW 175KW DISPENSER DISPENSER DISPENSER DISPENSER DISPENSER DISPENSER DISPENSER DISPENSER DISPENSER DISPENSER 2 3 1 4 5 6 7 8 FUTURE FUTURE O PROPOSED FUTURE BESS (3)3"CONDUITS+ 04.,..4.-.72-7 SWITCHBOARD EQUIPMENT (3)1 1/4"CONDUITS O 2 L----J L----J -9, OREGON ^�O PROPOSED POWER PROPOSED DC 350KW (2)500 MCM CU(XHHW-2)1KV+ �OFREGIS�Q-P OS UNIT(EV CHARGER) DISPENSER(POST)DC (1)#2 AWG CU(THWN-2)EGC ✓,9 �5 POWER IN(1)2 1/2"CONDUIT -ONT.0 PROPOSED POWER PROPOSED DC 175KW (2)250 MCM CU(XHHW-2)1KV+ OEXPIRES:6/30/19 UNIT(EV CHARGER) DISPENSER(POST)DC (1)#2 AWG CU(THWN-2)EGC POWER IN EACH OF(2)2 1/2"CONDUITS 08/08/2078 PROPOSED POWER PROPOSED DC (3)#12 AWG CU(THWN-2)+ O7 DISPENSER(POST) (1)#12 AWG CU(THWN-2)EGC IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS UNIT(EV CHARGER) THEY ARE ACTING UNDER THE DIRECTION OF A ABB POWER UNITS AUXILIARY POWER IN(1)3/4"CONDUIT LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS PROPOSED DC (1)MULTIMODE FIBER • i AVAILABLE FAULT O PROPOSED POWER (ST/ST CONN,4 STRANDS)+ AVAILABLE FAULT CURRENT PROVIDED BY REACTOR RESULT 8 UNIT(EV CHARGER) DISPENSER(POST) (1 PAIR)#16 AWG(TW/SH PAIR) CURRENT BY LOCATION UTILITY COMMUNICATION IN(1)1 1/2"CONDUIT ORI00061 TIGARD O 25KA OR LOWER NO 9 FUTURE POWER UNIT FUTURE DC DISPENSER (2)2 1/2"CONDUIT WALMART 5935 AFC @ TRANSFORMER (TBD) (EV CHARGER) REACTORS REQUIRED (POST)DC POWER 7600 SW DARTMOUTH STREET AFC @ SWITCHBOARD NA NA FUTURE POWER UNIT FUTURE DC DISPENSER TIGARD,OR 97223 10 (EV CHARGER) (POST)AUXILIARY (1)3/4"CONDUIT POWER AVERAGE AFC @ POWER FUTURE DC DISPENSER NA NA PROPOSED SHEET TITLE UNIT(NO REACTOR) 11 UNIT(EV CHARGER) (POST) (1)1 1/2"CONDUIT AFC @ POWER UNIT NA NA COMMUNICATION SINGLE LINE DIAGRAM THROUGH REACTOR PROPOSED POWER PROPOSED POWER (2)TWISTED PAIR#16-2(TW/SH PAIR) AVAILABLE FAULT CURRENT(AFC)WILL BE(TBD)UNTIL PROVIDED BY UTILITY COMPANY 12 UNIT(EV CHARGER) UNIT(EV CHARGER) +(1)#2 AWG CU(THWN-2)EGC LOAD SUMMARY IN(1)1 1/2"CONDUIT (1)#12 AWG CU(THWN-2)+ SHEET NUMBER PENDING UTILITY DESIGN 175 KW POWER UNIT 13 PROPOSED PROPOSED GFCI (1)#12 AWG CU(THWN-2)NEUT+ E-3 FLA 231 QTY 10 TOTAL 2310 A SWITCHBOARD RECEPTACLE (1)#12 AWG CU(THWN•2)EGC 120/208V SECTION IN(1)3/4"CONDUIT NOTES 1. CONDUITS SHALL BE BURIED BELOW FROST LINE AND IN COMPLIANCE WITH LOCAL AND NATIONAL CODE REQUIREMENTS. PENDING UTILITY T ILIT v DESIGN • 2. REFER TO CONDUIT AND WIRE SCHEDULE ON E-3 FOR CONDUIT AND WIRE ri REQUIREMENTS. ,/ll=_electrify 3. INSTALL CABINETSOTTIE AND DISPENSERS).DUCT SEAL COMPOUND PC 6130(CAT NO.LHD1)(TYP FOR CHARGER / america 4. REFER TO SHEET E-2 FOR CONDUIT STUB LOCATION. PROPOSED 175KW PROPOSED POWER ELECTRIFY AMERICA,LLC. 5. CONTRACTOR TO STUB-UP AND CAP FOR FUTURE POWER UNITS AS INDICATED ON POWER UNIT(TYP) DISTRIBUTION CENTER 2003 EDMUND HALLEY DRIVE SHEET E-2(AS APPICABLE). PROPOSED 350KW PROPOSED 175KW PROPOSED WITHIN SERVICE GEAR RESTON UV RGINIA 20191 /-- DISPENSER(TYP) DISPENSER(TYP) REACTOR(TYP) PROPOSED TRANSFORMER 120/208V HEATER 277/480 MAIN INCOMING -\A DISTRIBUTION CONTROL DISTRIBUTION BREAKER/ SECTION -\ 1 SECTION SECTION METERING // ___ / \ I.-. . SECTION _ 0 _ 6 0 0 n 0 �e ®� ® m...m I ��. SE nuns. -�/ Ai gee = -�� � g�m r— mann � BLACK & VEATCH S S S � � e . � �' S S S SS S SJ LS i\ 1‘, J / 6800 W 115th ST,SUITE 2292 I OVERLAND PARK,KS 66211 0 ` (913)458-2000 J © /„ OQTM2Y \ \ -- 0QTY 2 CD OQTY 2 : PROJECT O O O 19MBSSEE NOTE 4DRAWWNN BY: MBS CHECKED BY: NMB G.SEE NOTE 2 FOR REFERENCE CAR CHARGER CONDUIT ELEVATION NO SCALE A SAW CUT ASPHALT SURFACE EXISTING NATIVE SOD PAVEMENT ASPHALT BASE 0 08/08/18 ISSUED FOR CONSTRUCTION i/ • •REV DATE DESCRIPTION EXISTING EXISTING EXISTING ` GRADE PAVEMENT- PAVEMENT co W BD / ‘ - i i / 7- ?.- / / C9 Qi ct w UNDISTURBED ��� �� �� /\ 91378PE t' Q w % �� ��� ��\ NATIVE >w UNDISTURBED / \ .4,g.Jyj \ BACKFILL uJ SOIL(TYP) �� VSOIL(TYP) / • � X O 2 Eo rites / CLEAN /�, m, \\ FLOWABLE 9�OOREGON�P�O .�i `"�`'`t- !:/�/ GRANULAR "��/�\/ FILL d,9 FREGIS'� fro // re� //\i BACKFILL,6" \// S HAND TAMPED 1/2" AIM LIFT MAXIMUM, \/ EXPIRES:O6 30/19 GRANULAR / -- // PLATE TAMP �/ �� �� BACKFILL (1/2"),95% 08/08/2018 6" 6" COMPACTION 6" 6" MIN. IT ISA VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A 1"MIN OF GRANULAR BACKFILL 1"MIN OF FLOWABLE FILL LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS VERTICALLY AND HORIZONTALLY DOCUMENT. VERTICALLY AND HORIZONTALLY BETWEEN CONDUITS BETWEEN CONDUITS NOTES ORI00061 TIGARD WALMART 5935 NOTES 1. ASPHALT SHALL COMPLY WITH STANDARD DOT OR LOCAL JURISDICTION SPEC. 7600 SW DARTMOUTH STREET FOR HMA SURFACE COURSE. TIGARD,OR 97223 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. SHEET TITLE 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. ELECTRICAL DETAILS 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. SHEET NUMBER E-4 TYPICAL NON-UTILTY CONDUIT UNDER SOIL TRENCH DETAIL NO SCALE B TYPICAL CONDUIT UNDER ASPHALT TRENCH DETAIL NO SCALE C DETAIL NOT USED NO SCALE D LONG TIME: CURVE: I2T LONG LONG SHORT PICKUP: 1.00 x In TIME TIME TIME BAND: C2 SHORT TIME: CURVE: PICKUP: PICKUP: 0J I . ~~ SRPG400A300 L PICKBANUP: 7.5 x LT 112T1 11.001 xLT Ar.' a ectrify "`-7.- , „ , 300A SLOPE: OFF BAND: BAND: f america ` (� - INST: f-.i 1 OPICKUP 3.5 x In C2 SLOPE: �1 RELT INST: 3000A OFF I i Q( O I PUCKUP: 1.5 x In ELECTRIFY AMERICA,LLC. O (o0 0 0.000) O GF SUM: 2003 EDMUND HALLEY DRIVE PICKUP: 0.2 x CT SUITE 200 �` BAND: 1 RESTON,VIRGINIA 20191 SLOPE: OFF INST RELT GF INST SUM 7 PICKUP: PICKUP: PICKUP: LONG TIME: 13.51 [1.51 10.21 ❑STATUS xCT m4 L CURVE: I2T xln xln BAND: 1 • PICKUP: 1.00 x In / • LOCKOUT T7O�I . BAND: C2 1 N SHORT TIME: SLOPE:F CD6 O • PICKUP: 1.5 x LT PUSH TO RESET I II III (�� BAND: 1 II O1� II S� SLOPE: OFF r ) L�' 11 (\ INST: / PICKUP: 2.5 x In L J ° 1 C /o\ 0 OQ G30 0UA4u BLACK & VEATCH IV_",.- --".• Ui__ w , 3000E 6800 W 115th ST,SUITE 2292 FE OVERLAND PARK,KS 66211 I (913)458-2000 0 ® ENTELLIGUARD L TU TRIP UNIT O NOTES PROJECT NO: 197479 V ®N 1. FOR SET UP ASSISTANCE SEE SECTION 6 OF THE GE ENTELLIGUARD*USER MANUAL:DEH-4567. DRAWN BY: MBS CHECKED BY: NMB 2. RELT FUNCTIONS AS THE ENERGY REDUCING MAINTENANCE SWITCH. 3. MAIN BREAKER IS 100%RATED. LI ENTELLIGUARD TU TRIP UNIT DETAIL NO SCALE B ® 0 OFF ® ® 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. 0 08/08/18 ISSUED FOR CONSTRUCTION ( 111 0 OO o'da~J z(5�[ THE DEVICE ACCEPTS UP TO THREE PADLOCKS WITH 1/4"TO 3/8"DIAMETER SHANKS. BREAKER COVER ` 1 REV DATE DESCRIPTION +- 'i Ot °(=0 I SCREW .c-'''D PRN s ., GIF �� �4 � �c rilr — Fr1 ��- o PADLOCK Cr 91378PE r 17 1 o II I o y O HANDLE L �• SCREW 2 \ -7 OREGON Q g II II � F P� I II II I i ' , 'i ✓,gSFREGIS��� III - liI � ONT.KP EXPIRES:6/30/19 •' 08/08/2018 IT IS A VIOLATION SI LAW FOR ANY PERSON,UNLESS -C\_ 4%11i THEY ARE ACTING UNDER THE DIRECTION OF A ' k LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. SCREW DISCONNECT ORI00061 TIGARD HANDLE WALMART 5935 7600 SW DARTMOUTH STREET TIGARD,OR 97223 ITM.NO. DESCRIPTION QTY PART NO. SHEET TITLE NOTES 1 PADLOCK,HANDLE 1 208C3324P1 ELECTRICAL DETAILS 1. FOR SETUP ASSISTANCE SEE SECTION 2 OF THE GE SPECTRA®RMS MOLDED CASE 3 SCREW 2 L10P11010B6 CIRCUIT BREAKER WITH MICROENTELLIGUARD TRIP UNIT USER MANUAL:GEH-702. 4 SCREW 2 L10P11020B6 4 INSTALLATION SHEET 1 DEH41315 2. ALL BREAKERS SUPPLIED WITH PADLOCKING PROVISIONS. PADLOCK DEVICE SHEET NUMBER E-5 MICROENTELLIGUARD TRIP UNIT DETAIL NO SCALE A POWERBREAK-II MAIN BREAKER PADLOCKING DETAIL NO SCALE C SG400 BRANCH BREAKER PADLOCKING DETAIL NO SCALE D , 3 X REACTOR ELECTRICAL NOTES: �A electrify a en 1. NUMBER OF PHASES=THREE. ‘)0._2IL� 2. FREQUENCY=60HZ. �,(/!/G/IC� 3. DIELECTRIC WITHSTANDING VOLTAGE=4.0 KVRMS. 4. RATED CURRENT=240A. .` 5. SHORT CIRCUIT RATING=25,000A FOR 1 SEC. ELECTRIFY AMERICA,LLC. / ` 2003 EDMUND HALLEY DRIVE �1 SUITE 200 '' RESTON,VIRGINIA 20191 ��,�4111W SCHEMATIC DIAGRAM: MECHANICAL NOTES: � /�� ,�� ` ` ` I_ L1. � 1. ESTIMATED WEIGHT=200 LBS. (, ��' V/'� EXPANDED METAL ► j 2. TRANSFORMER AND BALED VACUUMFTER ASSEMBLY. IN �\ EPDXY RESIN BAKED AFTER ASSEMBLY. \�!1W � /) \ ` BOTTOM 3. ENCLOSURE RATING=NEMA 3R. °c 4. ENCLOSURE FINISH=CARDINAL COLOR H303-WH16. CONTRACTOR e 4,! _1. B ' SEMI GLOSS WHITE. PROVIDED GROUND �� \ �' / \ 5. REACTOR FINISH=BLACK PAINT. LUG(TYP OF 2) `` � ►y�► 6. MARKING: ,..,„4 01�/ ��j ° X1-X3 15.3uH 240A TERMINAL DESIGNATIONS IN WHITE INK AS SHOWN.\� NAMEPLATE PER 10182-800. \\ X1-X2 9.2uH 240A LLL�/�111���1 '�- A 7. CONNECTING CABLES NEED TO BE WELL SECURED, �i SO AS TO AVOID MECHANICAL STRESS ON qi Q I O , I 4.7447e, ` :�� - L2: TERMINALS UNDER SHORT CIRCUIT CONDITIONS. o `� Vii%��� ` ADDITIONAL NOTES: Iti ° BLACK & VEATCH 1. SUGGESTED SOURCE OF SUPPLY=QUALITY • TRANSFORMER AND ELECTRONICS P/N 10182. 6800 w 11stn sT,SUITE 2292 2. TRANSFORMER SHALL BE MANUFACTURED AND TESTED INOVERLAND PARK,KS 66211 tX1-X3 15.3uH 240AACCORDANCE WITH TUV RHEINLAND LICENSE NUMBER USIs13/a58-2000 X1-X2 9.2uH 240Aao 7214084202. 3. NRTL LISTED TO UL 506. o L3: 11/2" I ►i] ill .1� PROJECT NO: 197479 DRAWN BY: MBS 0 0.563 CHECKED BY: NMB M CU TERMINAL X1-X3 15.3uH 240A / , XTERM(TY) X1-X2 9.2uH 240A REACTOR DETAIL NO SCALE A 0 08/08/18 ISSUED FOR CONSTRUCTION `EV DATE DESCRIPTION • 1 0 0 � Ep PR0p1 s INCOMING FROM 1'-6 3/4" 2'-61/2" �� G(N ckbSWITCHBOARD Q 91378PE *` 0 0 0 I ° ° , f O X1 X1 Xi it - 9>FOREGONP��O= A A A l ,� OFREGIS�� g a SONT.KP# CONTRACTOR c PROVIDED GROUND EXPIRES:6/30/19 LUG(EGC)(TYP) 08/08/2018 0 o o o IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS - = c - DOCUMENT. X2 X3 X2 X3 X2 X3 o LEFT ELEVATION FRONT ELEVATION ORI00061 TIGARD O O O O O O WALMART 5935 _ 7600 SW DARTMOUTH STREET TIGARD,OR 97223 0 O OUT TO POWER UNIT SHEET TITLE NOTES: REACTOR DETAILS 1. CONTRACTOR TO PROVIDE AL/CU CRIMP CONNECTORS FOR TERMINATION TO TAPS. 2. REACTOR IS A SERIES CIRCUIT,HERE FOR ILLUSTRATIVE PURPOSE ONLY.THE WIRE IS SHOWN COMING INTO X1 AND LEAVING(OUTPUT)FROM X2 OR X3.WIRE MAY ALSO COME INTO X2 OR X3 AND LEAVE(OUTPUT)FROM X1. 3. DO NOT INSTALL CONDUCTORS THROUGH CENTER OF TOROIDS. SHEET NUMBER E-6 LINE DIAGRAM DETAIL NO SCALE B REACTOR DETAIL NO SCALE C ' PROPOSED PROPOSED DUAL PROPOSED 350KW PROPOSED 175 KW PROPOSED 175 KW REACTOR(TYP) 175KW POWER DISPENSER(TYP) POWER UNIT(TYP) DISPENSER(TYP) UNIT(TYP) INCOMING MAIN 277/480V HEATER 120V/208V 1�area y SECTION BREAKER/ DISTRIBUTION CONTROL DISTRIBUTION / america METERINGTSECTION SECTION r°21 ❑SECTION il r- Oj- �.,,_i ELECTRSIFYAMERICA,LLC.~ TE 200 II 2003EDMUNDHALLEYDRIVE,z 1I1,_^I�,'.� AliRESTON,VRGINIA 20191 W �II Yl�y e llIlh I III;Illi . I 11 ;Illi ��� �� ���tIll I I ill ®I. S S ll Il ll 11i I I I I I 1 I I I I I PROPOSED 2 1/2" i I I ll II II II II l' I I I I 11 I I� II I I, 1 1 II IIII II II IIII II' I, PI I' I I' UNDERGROUND l,lII 11'1 I II I'I I' I hl II l ilI II l li it I' I II, Ili II II II'I I III I I ' II II l I CONDUIT(TYP) ' I I (IIII IIIII illi I I,-- -- J� II. _ __J I IIII I II I III jl I L _ II' i ' I I I I I PROPOSED 3/4" Jl�yll 111,1 _III l' I II' I lI 1' I AUXILIARY CONDUIT `Rr, I' ILS Ill' I L----— L — J' J II �I 11 (TYP) V MANUFACTURER-PROVIDED L� -- jI — 1I 1111 I` JJ 1 MAIN BONDING JUMPER PER NEC - - • 250.24(A)(4),250.28(C),250.8(A)(7) I, #2 AWG COPPER PROPOSED 1 1/2" PROPOSED 2 1/2" PROPOSED#12 AWG #2 AWG COPPER #4 AWG BARE CU GROUNDING I L__ EQUIPMENT CONDUCTOR(TYPNDING UNDERGROUND CONDUIT CONDO TR(TYP) EQUIPMENT DING CONDUCTORYp) TCONDUCTOR(TOP)DING BLACK & VEATCH ELECTRODE CONDUCTOR PER 6800 W 115th ST,SUITE 2292 NEC 250.66(B) , 3"UNDERGROUND #2 AWG COPPER EQUIPMENT PROPOSED 3/4" OVERLAND PARK,KS 66211 CONDUIT(TYP) GROUNDING CONDUCTOR AUXILIARY CONDUIT (913)458-2000 (TYP) a CONCRETE ENCASED #6 SOLID AWG Cu ELECTRODE PER NEC GROUNDING ELECTRODE ® 250.52(A)(3)(1)OR(2) CONDUCTOR PER NEC 250.66(A) GROUNDING ELECTRODE 5/8"X8'-0"W/12"MIN PROJECT NO: 197479 DEPTH,COPPER CLAD GROUND ROD INSTALLATION DRAWN BY: MBS PER NEC 250.52(A)(5),250.53(A),250.68 CHECKED BY: NMB GROUNDING SCHEMATIC NO SCALE A NOTE NOTES 1. REBAR BONDED TOGETHER WITH STEEL TIE WIRES OR CADWELD CONNECTIONS 1. ALL HARDWARE SHALL BE STAINLESS STEEL 3/8"DIAMETER OR LARGER.ALL HARDWARE 18-8 EXOTHERMIC WELDING OR ENGINEER APPROVED EQUAL STAINLESS STEEL INCLUDING LOCK WASHERS,COAT ALL SURFACES WITH AN ANTI-OXIDANT 0 08/08/18 ISSUED FOR CONSTRUCTION COMPOUND BEFORE MATING. REV DATE DESCRIPTION rr r1 2. FOR GROUND BOND TO STEEL ONLY:INSERT A CADMIUM FLAT WASHER BETWEEN LUG AND Imo,, ��=; STEEL,COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING. s0 PROF F [..:i 3. 2014 NEC 250.121 EXCEPTION:A WIRE-TYPE EQUIPMENT GROUNDING CONDUCTOR INSTALLED S CABLE TO REBAR HORIZONTAL SPLICE PARALLEL HORIZONTAL .1 �G I N EF tS� CONDUCTORS IN COMPLIANCE WITH 250.6(A)AND THE APPLICABLE REQUIREMENTS FOR BOTH THE �C9 Q, 2 TEE CONNECTION HORIZONTAL SPLICE OF HORIZONTAL PARALLEL THROUGH CONNECTION OF EQUIPMENT GROUNDING CONDUCTOR AND THE GROUNDING ELECTRODE CONDUCTOR IN et 91378PE 9` CABLE TAP TO VERTICAL REBAR CABLES HORIZONTAL CABLES PARTS II,III,AND VI OF THIS ARTICLE SHALL BE PERMITTED TO SERVE AS BOTH AN EQUIPMENT SEE PLAN �, TYPE RJ TYPE SS TYPE PT GROUNDING CONDUCTOR AND A GROUNDING ELECTRODE CONDUCTOR. ...L.4---72-7 PROPOSED7 #4 AWG BARE Cu 9 OREGON O= CONCRETE GROUNDING ELECTRODE ` ' F CONDUCTOR ' :6: REGIS c� NON-METALLICHORIZONTAL STEELPARALLEL HORIZONTALN T.KP��PROTECTIVE SURFACECONDUCTORS BURNDY CONNECTIONSPARALLEL DEAD END TAP ORES:6/30/19 TO FLAT STEEL SURFACE OR SLEEVE OR ENGINEER APPROVED HORIZONTAL THRU CONDUCTOR �8��8�2��8 SEE NOTE 1 EQUAL HORIZONTAL PIPE TYPE HS TYPE PC GRADE e °"� ' • '� IT ISAVIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A / _ A_ _ a° •//\///\�// ^ UC ENSED PROFESSIONAL ENGIN EER TO ALTER THIS T \��\ \ ` DOCUMENT. \ ss . ss ia•e•♦lePPOr a .10 P••- es al .i s's ♦ / / • �/\ , \\�� ��/�‘ ,� \ ‘ � / / /< // BOND JUMPER N VERTICAL PIPE VERTICAL STEEL SURFACE /��/��/��/��/��/�v/��/��V/�A��/��/��/��/��/��/��/��/��/ /��/��/��/��/��/��/ WN AT OR100061 TIGARD \ \\ \�\/��\�\///////�\/�\\\�\/�////L$/TED////\//%/\//%/��/��%\////\ FIELD FAeRICATED NSULA ED GREEN STRANDED CABLE DOWN VERTICAL PIPES RANGE OF CABLE STEEL SU FACE INCLUDING TO VERTICAL PE WALMART 5935 /�A �//,�/,� /j ��//v CON/ ON nPE2-vA-z nPEvs nPEvs 7600 SW DARTMOUTH STREET TIGARD,OR 97223 PROPOSED CONCRETE `m t. PAD IN DIRECT CONTACT • WITH EARTH ,`� i'~ " N j SHEET TITLE PROPOSED COMPACTED COPPER LUGS HORIZONTAL TEE THROUGH CABLE TO GROUNDING DETAILS CLEAN GRAVEL TWO HOLE-LONG BARREL LENGTH TEE OF HORIZONTAL RUN AND GO TAP CABLES THROUGH CABLE TTO O TOPP O OF GROUND ROD TYPE YA-2 TYPE TA TYPE GT SHEET NUMBER G-1 CONCRETE ENCASED ELECTRODE DETAIL NO SCALE B CADWELD CONNECTION DETAIL NO SCALE C GROUNDING NOTES NO SCALE D 2"x8"FRAME (TYP) 1"x6"FENCE BOARD 2"x8"VERTICAL BOARD, 1 1 ORIENTED FINISHED SIDE OUT ATTACHED TO I (ATTACH TO RAILS USING 2 PROPOSED POST(TYP) LOCKEY STYLE 285P MED 4"EXTRA STRONG PIPE fl �I , PASSAGE FOR PANIC 3/8"GALVANIZED CARRIAGE HORIZONTAL 1"x6" —�,° ° ° - EXITS america ' BOLT WITH WASHER(TYP) BOARD(TYP) ATN 24"O.C.,12"FROM TOP III ° 2"X6"VERTICAL BOARD ATTACHD AND BOTTOM 1/4"0 X 2" TO 4"SCH.40 PIPE ELECTRIFY AMERICA,LLC. ;i; I EXTERIOR WOOD — SCREWS(2)PER J HORIZONTAL 1"x6„ 2003 EDMUND E 200 EY DRIVE �I ' 1"x6"FENCE I .vi�`I BOARD(TYP) ' BOARD(TYP) RESTON,VIRGINIA 20191 i _ BOARD ATTACHED VERTICAL 2"x8" �i� W��Q . �� -��� COUNTERSINK TO 2"x8"WITH 2 c BOARD(TYP) �I� - II S SCREWS(TYP) BOLT(TYP) zo ao , ' 2"x8"FRAME 1 TYPICAL CORNER POST DETAIL - (TYP) I ' IIIIIIII Ilw'l - Ai 1 ,, _ VARIES OUTSIDE COMPOUND t� __ __ ' • PANIC BAR up �� • •' 1 i.I GRADE VERTICAL 2"x8" 3/8"CARRIAGE p wv� ri _ • �iii �i •��• \ \ BOARD BOLT WITH (INSIDE) 1- `jv' /A/VA/A /VA/VA/VA<` VA . `'�` � // //V /V/V/\� WASHER(TYP)AT MAX GUARD HORIZONTAL 1"X6" //////// /////\� A� J 1.. _ \� VA \ COUNT ER SINK FROM TOP AND ( ) sL / 46-", / /\\ % HORIZONTAL 1"x6" �i�t,::BOTTOMVIM MAX OF 12" PANIC BAR BOARD TYPwill _ BLACK & VEATCH jVA AAVAA� I i-; 6 a /VV /V/V/ BOLT TYP I OooT I 1 i-- \ \ 1 /\/ /\\// z s F / /// 2"x6"VERTICAL DRi:€>Ir. I f \/, 'I '\ 1 r I I /\ FENCE BOARD r BOARD ATTACHED 0000 6800 W 115th ST,SUITE 2292 / . �� ! ATTACHED TO 2"x8"WITH _� �� iy,� /L.i TO 4"SCH.40 PIPE G OVERLAND PARK,KS 66211 (2)1/4"0 x 2"EXTERIOR (s13>456-z000 WOOD SCREWS,1"EDGE LOCKEY COMPATIBLE ., 0 8'-0" I DISTANCE(TYP) PANIC SHIELD ATTACHED 11'-o" = 1'-0"DIAMETER \ D) MAX 41 TO 4"SCH.40 PIPE Z CONCRETE SECTION 1-1 TYPICAL FENCE POST PLAN NOTE I'" WOOD FENCE ELEVATION FOOTING(TYP) TYPICAL FENCE ELEVATION 1. CONTRACTOR SHALL UTILIZE LOCKEY STYLE 285P MED INSIDE COMPOUND o NOTE DUTY LEVER WITH PASSAGE FOR PANIC EXITS 1. PROJECT NO: 197479 1. HEAVY DUTY PRESSURE TREATED WOOD WITH WATER REPELLENT OR APPROVED EQUAL WITH COLOR TO MATCH. PANIC BAR Q DRAWN BY: MBS PRESERVATIVE TREATMENT(PER LOCAL AREA AVAILABILITY). PURCHASE ACCESSORIES AS NECESSARY. MAX GUARD v CHECKED BY: NMB USE AS A MINIMUM:DOUGLAS FIR-LARCH,SELECT STRUCTURAL PANIC BAR GRADE,MINIMUM Fb=1500PS1 TYPICAL WOODEN FENCE DETAIL NO SCALE A SINGLE GATE LOCK W/KEYPAD DETAIL NO SCALE B TRU-CLOSE MULTI NOTE NOTE ADJUSTABLE rn 1. HARDWARE NOT TO BE INSTALLED ON MEANS OF EGRESS GATES. 1. HARDWARE TO BE INSTALLED ON MEANS OF EGRESS GATES ONLY. SPRING HINGE 1] 4"EXTRA STRONG 2"x6"RAIL i OQ PIPE POST(TYP)— BOLTED TO PIPE Q m 0 o9 DATE ISSUED FOR CONSTRUCTION ce (TYP) PROPOSED SURFACE MOUNT REV DESCRIPTION FRAME y W AL PANIC/EXIT BAR INSTALLED a ON ADJUSTABLE MOUNTING • • 1 "lij _ PLATES(SEE NOTE) PRO • 0° I q_ FS • ■ c t.'G1NF'4' /O- 1 1 - PROPOSED ADJUSTABLE 44 `9 I 1 •1 I• p MOUNTING PLATE 91378PE I MOUNTING PLATE (IF REQUIRED) 2 - 1 j 2"STANDARD GAUGE 32" 54"DOOR O II I r .11 I -- PIPE FRAME FRAME RANGE 9,�OREGON �O S r ---h� ! W BACK SET 2-3/4" t/16,F REGIS X 1 HEAVY DUTY SWIVEL 'o �N T.KP HASP-BLACK 4001-OOSP m Ia EXPIRES:6/30/19 II \ w osiosizo/s �IilEl7 I I 1/2" DIA IT IS VIOLATION OF LAW FOR ANY I PERSON UNLESS I NOTE THEY ARE ACTING UNDER THE DIRECTION OF A — O �1!I LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS 1C2'-- J' —�� ' CONTRACTOR SHALL UTILIZE THE FOLLOWING HARDWARE • DOCUMENT. I I ` • • • • OR APPROVED EQUAL WITH COLOR TO MATCH.PURCHASE ACCESSORIES AS NECESSARY. HOOVER FENCE CO.(WWW.HOOVERFENCE.COM) I �� ORI00061 TIGARD \,/,;\/\/\/ I /, \, \ /` P/N:LUS-PB1100-AL PANIC BAR WALMART 5935 . } . //\�\\/..I .! i �j.j` lirrWITH OPTIONAL 285-P LEVER KEY PAD 7600 SW DARTMOUTH STREET (OR APPROVED EQUAL) i i i 3/8" DIA TIGARD,OR 97223 Mi`.. d 1 I P/N:D-6500 MOUNTING PLATE(OR APPROVED EQUAL) —2"STANDARD •L - —rt- GAUGE PIPE P/N:D-6800 EXTENSION PLATE(OR APPROVED EQUAL) SHEET TITLE FRAME V-0"DIA P/N:D-6025 LOCK BOX(OR APPROVED EQUAL) FENCE DETAILS CONCRETE 4'-0" FOOTING(TYP)— - P/N:D-6010 RIM CYLINDERS(OR APPROVED EQUAL) BACK SET 2.3/4" SHEET NUMBER SINGLE GATE D-1 WOODEN FENCE DETAIL NO SCALE C SINGLE GATE LOCK DETAIL NO SCALE D PANIC HARDWARE INSTALLATION DETAIL NO SCALE E I r NOTE NOTE • 1. CONCRETE PAD REQUIRED COMPACTION TESTING.REFER TO GENERAL SITE WORK NOTES 1.2,A& 1. MINIMUM CONCRETE EDGE DISTANCE IS 6"FOR PROPOSED ANCHORAGE. B,ON SHEET GN-2 FOR CLARITY. M en •/ /� M .�� ili 1.6" 5.9" 5.9" 1.6" �z elect)ify ,i �o.s., x / america S...:111."' ■� CAR SIDE \l 4 3' 1 O O ^ - ELECTRIFY AMERICA,LLC. SEE PLAN PLAN 2003 EDMUND HALLEY DRIVE -I- O SUITE 200 i RESTON,VIRGINIA 20191 —#5 BARS @ 12" PROPOSED I iI!I 1 O o o O.C.EACH WAY CONCRETE 0 ' 111 / Z 0 ° 0 ���� ° ASPHA T •e• •PY• bl • •• • n • ' •• ••.� •• •• v // 10=1.4=111104111141114,44.7.41144444111400144444111114\= . %// O O - i N N 0 /wv/vvwvwvwvwvwvwv�w!vvwv/vv/vv�wvwvwvwvwvwvwv vwvwvwwwv/v�/ U. A/ / / / /A/A/A/A/A/A/A/A/A \/A/A/A/A/A/ ./ ./A/A/A/A/A/A/ ������ VAAVA jAAAA \ \ \ A \ \/VA \ \/AA \ \ \ \ \�\ \ \//AAAA CAR SIDE ° o ., \\,/e<,‘, . VSAA SAA SAA SAA AAA SAA SAA SAA AA�AA VA SAA SAA AAV�AA/A����/V/ 0 0 0 �� v/v//./v/ , v/vm filgi011 o ;; EXPANSION ; BLACK & VEATCH I JOINT T 0 /0 :jr 6800 W 115th ST,SUITE 2292 UNDISTURBED SOIL PROPOSED COMPACTED OVERLAND PARK,KS 66211 GRANULAR BACKFILL PROPOSED (913)456-2000 CURB OR )STING 0 OD ' 1I GRADE /_I GRADE 1/2"DIA.HILT)KWIK BOLT TZ SS 304/316 70' EXISTING 4.6" MECHANICAL ANCHORS WITH MINIMUM / 5g ill 5@EFFECTIVE EMBEDMENT OF 3 1/4" ry �/WAY TOPH GRADELT - 6" - (ESR#1917)OR ENGINEER APPROVED PROJECT NO: 197479 EQUAL.(TYP,TOTAL OF 6) • i i...................•••-•,•`-- &BOTTOM • �.!• _ •• 7A" DRAWN BY: MBS VV -0 fi PROPOSED 6"THICK R.410."..Zet a tZ".it ed. CHECKED BY: NMB FRONT COMPACTED GRANULAR SIDE BACKFILL(TYP) i • CONCRETE PAD DETAIL NO SCALE A DISPENSER FOOTING DETAIL NO SCALE CHARGING STATION ANCHORAGE B AND CONDUIT ENTRY DETAIL NO SCALE C NOTE NOTE 1. GUTTER SLOPE TO MATCH ADJACENT PAVEMENT,TRAVERSE AND LONGITUDINAL. * ± 1. MINIMUM CONCRETE EDGE DISTANCE IS 6"FOR PROPOSED ANCHORAGE. 0 08/08/18 ISSUED FOR CONSTRUCTION as M REV DATE DESCRIPTION C? M % I fV EV CD m - 'Q E� PROF�c 4 T $ BOLT LOCATION(TYP) r6INE:k. tSS,�U U II 3'-71/2" I� �C .Q0 0 3'-10" i ft1378PEE ! a < v TOP VIEW /1 X53/4" 2'-10112" N 21/co u. " T-1 1/4" �_ 1.. P>, OREGON 6' 11"MIN P.C.CONCRETE r 1 ��� itt „ ,, ,/ OFREGIS��Pr� �� — , �SONT.KPN� CONTRACTOR TO Co 1/2”MIN RADIUSprd io PROVIDE PRIME COAT °!/ \ 4_f \...-. EXPIRES:6/30/19 1"MAX RADIUS AND TACK COAT TO FACE Ti �'� � 08/08/2018 N j/////// OF CURB WHERE CURB ���\ IT ISAVIOLATION OF LAW FOR ANY PERSON,UNLESS 12" \\`\\\\ CONTACTS ASPHALT \\ \\ ����! \\ \\ID THEY ARE ACTING UNDER THE DIRECTION OF A ��n eiAl[f����•�0O4tt:�:�4f ASPHALTCQNCRETE p •••,,>-../ '''s. LICENSED PROFESSIONAL EENINEERTOALTER THIS ' ,1,..4 f• fl f• f• f1 f1 4 0 f/f DOCUMENT. P 4.41010f•0f,�f•041 _ _�_•y}�� t__��_ 14.000 PAVING SEE PAVING •.� ��. I�������������������fr3ilHYKfl�i����A��������� DETAILS FOR PAVEMENT e ___ iAAA „, /�VA���A�iAA�/��A�iyA�i�A��A��VAA�V'N VAmoiAA�i��iyA SUBGRADSECTIONSE AND ASE, 00 1 '"f'oy�� �s �� ����� OR100061 TIGARD COMPACTION %F ^? ��- WALMART 5935 REQUIREMENTS 7600 SW DARTMOUTH STREET N A� TIGARD,OR 97223 N .y t J • v SHEET TITLE M 5/8”DIA.HILTI KWIK BOLT TZ SS 304/316 EQUIPMENT DETAILS / ,I J 2'-10 1/2" = Milli MECHANICAL ANCHORS WITH MINIMUM °/} - EFFECTIVE EMBEDMENT OF 4"(ESR#1917)OR 4 3 4" I 3'-0 1/2" I 4 3/4" ENGINEER APPROVED EQUAL.(TYP,TOTAL OF 4) SHEET NUMBER FRONT VIEW SIDE VIEW D-2 CONCRETE CURB AND GUTTER DETAIL NO SCALE D POWER UNIT DETAIL NO SCALE POWER UNIT ANCHORAGE E I NO SCALE I F J AND CONDUIT ENTRY DETAIL NOTESI SEE NOTE 1 I NOTE NOTE 1. SEE FLOOR PLAN IN PREFABRICATED CONCRETE PARKING BARRIERS,WHERE USED,SHALL BE A MINIMUM OF 1. MINIMUM CONCRETE EDGE DISTANCE IS 6"FOR PROPOSED ANCHORAGE. REFERENCED SWITCHBOARD T � � 9 INCHES WIDE,5 INCHES HIGH,AND 6 FEET LONG.PREFABRICATED BARRIERS MUST BE ASSEMBLY DRAWINGS FOR FIRMLY AND PERMANENTLY ANCHORED A MINIMUM OF 12 INCHES BELOW THE PAVEMENT MOUNTING HOLE LOCATION AND w ear TYPICAL BOTTOM VIEW LAYOUT WITH GALVANIZED ANCHOR PINS. 2'-6 1/2" i • SWITCHBOARD BAY 8 OF(1)SWITCHBOARD BAY. IDIMENSIONS. z SEE NOTE 1I 2. SEE ELEVATION IN REFERENCED W0 SWITCHBOARD ASSEMBLY vi amer�ca DRAWINGS FOR BASE CHANNEL DIMENSION. 3/4"DIA.MOUNTING HOLES 3. MINIMUM 10 1/2"CONCRETE OFFSET 3"FROM SIDES(TYP) ELECTRIFY AMERICA,LLC. EDGE DISTANCE FRONT OF SWITCHBOARD BAY 2003 EDMUND HALLEY DRIVE SUITE 200 REQUIRED FOR PROPOSED BOTTOM VIEW RESTON VIRGINIA 20191 ANCHORAGE. PROPOSED SWITCHBOARD ° ° ° ASSEMBLY CABINET 6 o FRONT ELEVATION HEAVY DUTY NUT 1� .000/0000440 BELLEVILLE WASHER 28.50" _ i' BASE CHANNEL 1 T11 2.25" 4.50" �l _ N 4 x(�0.406 N 1/2"DIA.HILTI KWIK BOLT TZ SS MOUNTING HOLE BLACK & VEATCH 111% W 304/316 MECHANICAL ANCHOR - O WITH MINIMUM EFFECTIVE g„ a in uo1 6800 W 115th ST,SUITE 2292 Z EMBEDMENT OF 3 1/4"OR \\ ro OVERLAND PARK,KS 66211 W •'. •r' \ I (913)458-2000 W 1. ' • .' ' 7_ ENGINEER APPROVED EQUAL. \ 4.5" co (ESR#1917)(TYP OF 20) 1161 2"COVER(TYP) ANCHORAGE °I I S PROPOSED CONCRETE SLAB 3/8"0HILTI HAS-R 316 SS 0 SECTION PLAN VIEW ANCHOR WITH HILTI-HIT RE 500 V3 PROJECT NO: 197479 EPDXY AND MIN.EFFECTIVE SECTION 1 1.igrEMBEDMENT OF 4"(ESR-3814)OR DRAWN BY: MBS ENGINEER APPROVED EQUAL CHECKED BY: NMB (TYP OF 4) I ‘ SWITCHBOARD MOUNTING DETAIL NO SCALE A TYPICAL PARKING BARRIER(WHEEL STOP)DETAIL NO SCALE B REACTOR ANCHORAGE DETAIL NO SCALE C 0 08/08/18 ISSUED FOR CONSTRUCTION `REV DATE DESCRIPTION , 11 �(8W PRQ . ��� ENGINE, t, ' 91378PE �` 9 OREGON �.9 ✓F0FREGles'g 4SONT.0 EXPIRES:6/30/19 08/08/2078 IT ISA VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. • I ORI00061 TIGARD WALMART 5935 7600 SW DARTMOUTH STREET TIGARD,OR 97223 SHEET TITLE EQUIPMENT DETAILS SHEET NUMBER D-3 DETAIL NOT USED NO SCALE D DETAIL NOT USED NO SCALE E DETAIL NOT USED NO SCALE F SHRUB PLANTING NOTES GENERAL NOTES 1. PLANT SO THAT TOP OF ROOT BALL 1. ALL PLANTS SHALL BE WATERED THOROUGHLY TWICE DURING THE FIRST 24 HOUR PERIOD AFTER • IS 1"ABOVE FINISHED GRADE. PLANTING.ALL PLANTS SHALL THEN BE WATERED WEEKLY,AND MORE FREQUENTLY DURING TIMES OF 2. SCARIFY SIDES AND BOTTOM OF EXTREME HEAT,FOR THE DURATION OF THE FIRST GROWING SEASON. 3. BACKFILL WITH SPECIFIED 2. CONTRACTOR TO INSTALL IRRIGATION FOR PROPOSED LANDSCAPING BY TYING INTO NEAREST �vv ie � � PLANTING SOIL MIXTURE,HAND IRRIGATION SYSTEM.NEW LANDSCAPING TO BE INSTALLED AFTER INSTALLATION OF IRRIGATION / amenca TAMPED TO REMOVE VOIDS.WATER SYSTEM. UNTIL NO MORE WATER IS ABSORBED. ELECTRIFY AMERICA,LLC. BREAK-UP ENCIRCLING ROOTS MULCH TO A DEPTH 2003 EDMUND HALLEY DRIVE SUITE 200 FROM CONTAINER STOCK OR OF 3"(KEEP MULCH PLANT SCHEDULE RESTON,VIRGINIA 20191 REMOVE TOP 1/3 OF BURLAP 4"AWAY FROM FROM B&B STOCK BASE OF PLANT) SIZE AT CODE BOTANICAL NAME COMMON NAME QTY CONSTRUCTION) SPACING SPECIFICATIONS(AT FULL SIZE) THOROUGHLY MIX IN FINISHED GRADE JUNIPERUS CHINENSIS PLANTING SOIL MIXTURE44 TREES SPARTAN' SPARTAN UPRIGHT JUNIPER 8 5•-7"TALL AS SHOWN 15-20 FT TALL,4-5 FT WIDE AMENDMENTS TO A DEPTH OF 8"THROUGH OUT BEDViika SHRUBS /\/\/.Millin/ GROUND COVER MULCH /\�%j��\//\ \/\Nom. //\\� OTHER MIN 45°SLOPE /'•//% /���/���///, COMPACT SUBSOIL TO FORM 6"PEDESTAL TO R ON SIDES OF PREVENT SETTLING `�V1 SHRUB PIT 2 TIMES ROOT BALL DIAMETER BLACK & VEATCH SHRUB PLANTING DETAIL 6800 W 115th ST,SUITE 2292 OVERLAND PARK,KS 66211 (913)458.2000 11 I PROJECT NO: 197479 I �• o ❑ ❑ �0�0 ❑ ❑ �Q�❑ 0 0 �0 J DRAWN BY: MBS 7 4 CHECKED BY: NMB I i i • i i I❑ i i X\ - ... PROPOSEDte.N. �' ' I !& '�J% 4�- I MULCH .., '� ... ❑ � tirVt; e 6 T �m „, 1 �- 711 I 1 ill 1 -ill I --il w I Ft '� 1!i 1 1 I! Ill I I! I \ \ Ili 1 i II Ill 1! ! 0 08/08/18 ISSUED FOR CONSTRUCTION 1 111 I �1 Id I �/ Li I �/ II I REV DATE DESCRIPTION o ' 1 III / 1 III / l i y s1 11 1 -- II I/ Ili 1 / 1 Ii I / III I / IIS I� V-7"0.C. -�_ il u , of 1III I i 11 II ii; 1, '1 V! }- -- ! ♦ w TYP , •) N,••• 1 �I 1 Ili !I , / ----..PROPOSED � (TYP) 1 --- =' U--/ � r `Li1K5 ,QEP�OF�TREE(TYP) ' � Ek. �;Q� � � � 15 ->% �p 'a k7 c� 91378PE �r w • ? I o I min b 9 OREGON �2 , ' 4 I Fo �P "' N ,/ FREGIS� 5 4:; •) 'iso �� 'IN j ( I I ! .1 1 11 I --i41 111 11 LEGEND FOR REFERENCE ONLY 1 °n �. 0 SITE BENCHMARK !- ® SANITARY SEWER MANHOLE I2 ELECTRIC TRANSFORMER VICINITY MAP PROPERTY DESCRIPTION: a N a^ ® ELECTRIC VAULT a That parcel as described in the Statutory Special Warranty Deed recorded April 2,2012 as Document No. . , ® STORM MANHOLE ;� 2012-024817,Washington County Deed Records. o ® STORM SEWER INLET N j( O LS LANDSCAPE �'� . C'''''' o 5� DECIDUOUS TREE&CALIPER SIZE 5xR �, I I-‹ m U I .I CONCRETE SURFACE Q -61 0 ss UNDERGROUND SANITARY SEWER SITE 4. NTS 1q ri 3 Sr UNDERGROUND STORM LINE • us UNDERGROUND GAS LINE C UE UNDERGROUND ELECTRIC LINE T O u > c J SCHEDULE B2 EXCEPTIONS: I[I (n Item No. • N14'06'10"E 39.15' �3p�T'bOjlj. P k 1.EASEMENT OF VEGETATED CORRIDOR PRESERVATION October 02,2014 DOCUMENT NO. 2014-062541 OWNER: WAL-MART REAL ESTATE BUSINESS SLC RD -AFFECTS SURVEY AREA,SHOWN HEREON. � APN: R0459061 574'00• �) ° 44' 2. DEDICATION DEED FOR ROAD OR STREET PURPOSES July 31,2014 DOCUMENT N0. 2014-047526 (REC. NO. 2012024817) f SSZSZ, -DOES NOT AFFECT SURVEY AREA. . N72'20'05'E 8.76' 3. EASEMENT(SANITARY AND STORM SEWER PERMANENT) July 31,2014 DOCUMENT N0.2014-047525 -AFFECTS SURVEY AREA, SHOWN HEREON. m /: ----- 4.EASEMENT July 28,2010 DOCUMENT NO.2010-057133 -DOES NOT AFFECT SURVEY AREA. 5.DEDICATION DEED FOR ROAD OR STREET PURPOSES February 06,1998 DOCUMENT N0.98011117 • °y -DOES NOT AFFECT SURVEY AREA. VEGETATION CORRIDOR ° N79'04.58„W ur -ue EASEMENT"C' 6. DECLARATION OF COVENANTS,CONDITIONS AND RESTRICTIONS October 01, 1993 DOCUMENT NO.93081054 • ( lgj•03' - (IXC'1) AND RECIPROCAL EASEMENT AGREEMENT LS ��� ---. ...ASPHALT WALK " -AFFECTS SURVEY AREA,BLANKET IN NATURE. ss y �r. uc us �' W ss �, - - �- - - LS 7.PARTITION PLAT NO.1995-013 February 24,1995 DOCUMENT NO.95012308 0 q - -DOES NOT AFFECT SURVEY AREA. .N cc UE -�-ur so �_ - _ 8.RECORD OF SURVEY January 31,2011 w o 4' as \ SITE BENCHMARK -AFFECTS SURVEY AREA,BLANKET IN NATURE. Cr 0- • STORM VAULT ACCESS UDS ,l 3-1/4°ALUMINUM DISN� U 5 (BOLTED, SHUT)RIM ELEV: 18071' ELEV:191.14'(NAGS 88) 9.RECORD OF SURVEY PROPERTY LINE ADJUSTMENT April 20,2012 us it -AFFECTS SURVEY AREA,BLANKET IN NATURE.. CONCRETE CURB(TOP) /\ RIM:183.56' non-survey related items and are not plotted hereon. . ar Items not listed above are determined 15'SANITARY SEWER 5' \ INV(SE):173.4' _ CONCRETE BENCH INV(W):17__. \ EASEMENT Ai /� N (EXC.3) i CS ASPHALT �Ac ro ®' 5 � ' N' RIM ELEV:179.71' ' 4\' ' Z TRAP(E) s3 _b or q NOTES: •a G RIM ELEV: 180.55' V J Z ,Q y \ INV(5).172.7' 1. This is a topographic map.This is nota boundary survey and is only intended to depict those topographic features ill INV(N): 172.1' ■ \ L_� or improvements shown.The property Ines shown are record Ines only and are shown for graphical reference only. I I �e 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'n service or abandoned.The LS Nue surveyor further does not warrant that the underground utilities shown are'n the exact location indicated although uc RIM ELEV:18031'• V u t� a m. he does certify that they are located as accurately as possible from the information available. RIM ELEV 186.56' _ CO r RIM ELEV:180.49' I� - a UNABLE TO OPEN•I 5 ® _ _ _l 3. FEDERAL EMERGENCY MANAGEMENT AGENCY, Flood Insurance Rate Map, Map Number 41067C0542E effective date Q 5 r RIM ELEV: 180.77' \\. - - 11/04/2016,indicates this parcel of land s located in Zone X (Areas determined to be out of the 0.2%annual e I J1�1(/ { I LS • �a�s chance flood plan). �L RIM ELEV. 186.89` ' r• Z I UNABLE TO OPEN 3 4. This survey does not constitute a title search by Clark Land Surveying, Inc.to determine ownership or easements of Z CD LS OWNER: WAL-MART REAL ESTATE BUSINESS -, I✓\ record. For all information regarding easements, rights of way and title of record,Clark Land Surveying,Inc. relied W Q APN: R0457133 f upon a Search Report, prepared by Pacific Corporate&Title Services with an order number of RC1991035, dated J April 4, 2018. F" Q @ (REC. NO. 2012024817) Q 5. Elevations are based on NAVD 88 datum. N •` STORM VAULT ACCESS LIDS0 '\,,,,,....:- 5 (BOLTED SHUT) BUILDING 6. BENCHMARK: 3 1/4"aluminum cap,as shown.Elevation: 191.14' (NAVD 88). I // r 3 7. BASIS OF BEARINGS: Bearings are relative to those shown upon Survey No 31794,Washington County,Oregon,Survey IF--- Records. 8. TRAFFIC$TRIPE(TVP) • 5 N / ( Field work for this survey w as completed on March 28, 2018. / LS 9. This site iszoned "CG"(General Commercial) per City of Tigard Planning Department. Building Setbacks: • 0e Front: 0', Side:0% %or 0' I N 5 3 ,, No zoning information provided by the client.Zoning setbacks shown hereon are the interpretation of the surveyor. � q I ° For clarification of exact zoning designations and setback locations, please,contact the Washington county,Tigard m Oregon Planning and Zoning Department at 503-718-2421. o w le 5 "11 ALA : l °1• "RIM ELEV:180.58' • 5 ill UNKNOWN DESTINATION W W M TRAP(E) O F z o jii) • I °a Z RIM ELEV: 187.71• '�` • ` H H O ° N '7 ifi S' e _UNABLE TO OPEN \ W U L._ o in RIM: 189.28' W O Z ss / sc_INv (N):165.1'_ GRAPHIC SCALE N Ls,,, $ INV (SE):180.7' _ _ • INV (SW):18.7' 20 0 /0 20 = O 3 O 5iG2ii d ASPHALT \ Z (IN FEET) SURVEYOR'S STATEMENT: U 0 Na • I •. ,,qq�� 1 inch = 20 ft. a: 3� •.r °}q S`5 On the bas's of my knowledge, information and belief, hereby state and declare that this drawing was prepared under a (;) Z m ° • q `, my direct supervision to the standard of care of surveyors practicing in the State of Oregon and that the Information Z - m R ° !I I� shown hereon is true and correct to the best of my knowledge and belief. N< _ Q m � This statement is nether a warranty nor a guarantee,ether expressed or implied. ly p_ g o N0013'38 E 9.00' REGISTERED O q '• N89'46'22"W 63.00' PROFESSIONAL O 0 0 p o` CD _ LAND SURVEYOR 0- z N ASPHALT W N89'46'27W 126.00' O O CV CD I EG N 0 2 0 Lo JANUARY 15.1987 to _ S, HAROLD P.SALO Z 5-.. L. 2264 / < '- hr1 O EXPIRES: JUNE 30,2018 0 5 OD H- Harold P. Salo Oregon Professional Land Surveyor No. 2264 ., For and on behalf of Clark Land Surveying,Inc. ., .00 o_Z NOTS 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 A•��,� � � LEFT OVER NIGHT OR UNATTENDED. _ / america — (Jr „o ss .° �I \:.:. � ELECTRIFY AMERICA,LLC. [:-:---7- �,\ 2003 EDMUND HALLEY DRIVE LEGEND ° - - I Or *\: SUITE VIRGINIA ' ' '° � RESTON,VIRGINIA 20191 �� WORK/STAGING AREA 1 ,1 _ - _ n �..�� EXISTING �� I DRIVE AISLE CLOSURE\ :-'�-- E TRANSFORMER �\� �� UTILITY LINE TO BE I - \ � E ` _ ,f .....oa BORED �l UU — LSSOT -� F.,. UTILITY TRENLINE CHED BE � . °1°:.°I. �. ��--� c — — - \\ �� 1 9; I ' * i - iii//iii7l777/2 r/ i / /2i //ii/77/ i/& //1.° _° ' I . '° e% EXISTING . . 9. --PROPERTY LINE 1 ,,° EXISTING BUILDING ( P) ' / BLACK & VEATCHTMI vL' , TJ_ EXISTING j ! . 1° . 6800 W 115th ST,SUITE 2292 UNDERGROUND GAS "€ OVERLAND PARK,58-20 66211 0 v. f / (913)458-2000 LINE(TYP) �1 I ,-1 i ° %/////////////// //l/////////////////////////l////////////////////////Lill A . :,,,,r:� n ./ �, , ' _ ° ®'—. Ur- U` 9�F cmc . ° EXISTING UNDERGROUND 1 \� ',yowl� E � ® w PROJECT No: 197479 ✓; a4:,��. I I ! I ! / DRAWN BY: MBS SANITARY SEWER(TYP) N ..... : r 0,, �_ . I I I t ' CHECKED BY: NMB EXISTING UNDERGROUND Ss Ss \ -"�:1'1�:, TELEPHONE LINE(TYP) Ss ��4S�i�. ss ��/Ib._ _ TOP RAIL 1.66 IN J 1 1 -: _ a -���� ENDURO SHADE CLOTH BY °r -)--1 ..., 3� OD 2.27 LB/FT I 4.1.1.1.._ HENDEE ENTERPRISES,INC. GALVANIZED 1` -li — --......o,� - '-, STEELPIPE(TYP) 1 -o,,:._,.._.,;.-:-. (OR EQUAL)TEL 1.800-231-7275 :;: I NO.9 GAGE,0.148"±0.00",FINISHED I — I j - - - J POST 1.90 IN OD, L' V ��:. 0 08 108/18 ISSUED FOR CONSTRUCTION SIZE GALVANIZED STEEL WIRES.2" 2.70 LB/FT I it // / EXISTING FIRE MESH,TOP AND BOTTOM SELVAGES � r_, HYDRANT • REV DATE DESCRIPTION TWISTED AND BARBED CONFORMING GALVANIZED ) 1R- I — — — — ! ,�IE�r; SI� TO ASTM A392,A491,F668,OR F573 STEEL PIPE TYP i� L _ � /rd.- I� ;; ' Ile :/ °/¢/% .e I i i. 1 E� PROFF.ii/ ./ i%II���: I ��'(N EF �� ♦!♦ ♦!!!!!4Z+,141.:".%•:•":.-47:4,- s' .'ate b24s•L!!!♦ ♦!♦ lor At 91378PE < !!!!! !!!!!!!!O`L�s�11.400,• .iY''!!!!! �!!i¢•••S!i'�''fs•�!!!!!!!!!!!!!! !!!!' I'.t.1 --- �//�� / 2-7 _ !!!!!! !!!!!!!!!!4 L�ii 3`!!!!!!! '+•il=Sia}L=!!!!!!!!!!!!!!!! !!!!� - I ...1192,' 14R 1 o !!!!! !!!!!!GLi'a-:•i t'S�'!s!!!!!! . "„!i•�!!!!!!!!!!!!!!! • Jill �, O = ♦!♦ s!!!!lws. .s/4,s!! •44•41,44.1•.01r• !!!!! ♦!♦ r 0.I D"I � „ / I 97,OREGONP�o • ii0 e"�ii!!!!i •!!llOiOl/llll! i