HomeMy WebLinkAbout07-21 Site PlanSHEET NUMBERSHEET TITLESUBMITTALSAPPROVED BY:CHECKED BY:MFTBBRREV.DATEDESCRIPTIONDRAWN BY:SKRDewberry Engineers Inc.99 SUMMER STREETSUITE 700BOSTON, MA 02110PHONE: 617.695.3400FAX: 617.695.3310PROJECT #:50122039JOB #:50122076A12/18/20ISSUED FOR 50% REVIEW3500 DEER CREEK ROADPALO ALTO, CA 94304(650) 681-5000SITE NAME:WINCHESTER VA-SHEETZ #207(TRT ID: 15219)SITE ADDRESS:1683 BERRYVILLE PIKEWINCHESTER, VA 22602B12/22/20ISSUED FOR 50% REVIEWC12/22/20ISSUED FOR 50% REVIEWD03/03/21ISSUED FOR 90% REVIEW003/29/21FOR CONSTRUCTION104/13/21FOR CONSTRUCTION206/04/21FOR CONSTRUCTIONT-1TITLE SHEETWINCHESTER VA - SHEETZ # 207TRT ID: 15219SITE INFORMATIONZONING INFORMATIONDRAWING INDEXCONTRACTOR NOTECONTRACTOR SHALL COMPLETE INSTALL PERTHE SIGNED AND SEALED SET OF DRAWINGS.ANY NECESSARY DEVIATIONS FROM THEDRAWINGS MUST BE SUBMITTED THROUGH ANRFI REQUEST PROCESS WITH ENGINEERINGFOR AN APPROVAL PRIOR TO CONTRACTORPROCEEDING WITH A DEVIATION OF THESIGNED AND SEALED SET OF DRAWINGS.AERIAL MAPLOCATION MAPNNCALL BEFORE YOU DIGBEFORE SCALINGSHEET TITLESHT. NO.SITE ADDRESS:1683 BERRYVILLE PIKEWINCHESTER, VA 22062CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ONTHE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE TESLA REPRESENTATIVE IN WRITING OFDISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME.TITLE SHEETT-1SITESITE PLANC-1EXISTING CONDITIONS PLANC-2EQUIPMENT/PARKING PLANC-3PERMITTING JURISDICTION: FREDERICK COUNTYZONING DISTRICT: B2 (GENERAL BUSINESS DISTRICT)BUILDING SETBACKS:REQUIRED:PROVIDED:FRONT: 50'110'±SIDE: NONE4'±REAR: NONE28'±PREVIOUS SITE PLAN NUMBERS (SP): #11-64, #45-08, #11-11TOTAL DISTURBED AREA (S.F.): 154.6 S.F.EQUIPMENT ELEVATION, PLAN & SIGNAGEC-4LATITUDE*: 39° 11' 17.5" NLONGITUDE*: 78° 07' 32.7" WRAPPAHANNOCK ELECTRIC COOPCONTACT: TRAVIS SEE540-622-2098TSEE@MYREC.COOPPOWER COMPANY:PROPERTY OWNER:RSE REGENCY STREET LLCPO BOX 1120MIDDLEBURG, VA 20118-1120CONTACT ENGINEER:MATTHEW TILDENDEWBERRY ENGINEERS INC.(617) 531-0813MTILDEN@DEWBERRY.COM *BASED ON GOOGLE EARTHMAGISTERIAL DISTRICT:STONEWALL (NEFFS TOWN PRECINCT)PARCEL ID:MAP# 54 A 105INSTRUMENT # 120014186APPLICABLE CODESPROJECT DESCRIPTION·INSTALL (1) UTILITY TRANSFORMERS·INSTALL (1) 480V SWITCHGEAR·INSTALL (2) TESLA V3 SUPERCHARGER CABINETS·INSTALL (8) TESLA V3 CHARGING POSTS·INSTALL (8) TESLA SIGN & BOLLARD COMBOTHERE SHALL BE NO CHANGES TO ANY EXISTING(PREVIOUSLY APPROVED) LANDSCAPING, SIGNAGE, ORLIGHTING.Dial 811 in Virginia or1-800-552-7001E-1ELECTRICAL ONE-LINE DIAGRAMGENERAL NOTES-IGN-1GENERAL NOTES-IIGN-2CONSTRUCTION DETAILS-IC-5CONSTRUCTION DETAILS-IIC-6E-2SWITCHGEAR DETAILG-1GROUNDINGNG SCHEMATIC & DETAILSSITEAPPROVED BY THE FREDERICK COUNTYZONING ADMINISTRATORAPPROVAL DATESITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATEALL WORK SHALL COMPLY WITH THE FOLLOWING APPLICABLE CODES:2015 VIRGINIA UNIFORM STATEWIDE BUILDING CODE(REFERENCING THE 2015 INTERNATIONALCODES AS PUBLISHED BY THE ICC) INCLUDE:A.2015 VIRGINIA CONSTRUCTION CODE (IBC) | USBC, PART I B.2015 VIRGINIA REHABILITATION CODE (IEBC) | USBC, PART II C.2015 VIRGINIA ENERGY CONSERVATION CODE D.2015 VIRGINIA MECHANICAL CODE (IMC) E.2015 VIRGINIA PLUMBING CODE (IPC) F. 2014 NATIONAL ELECTRICAL CODE WWW.NFPA.ORG G.2009 ICC/ANSI A117.1 FOR ACCESSIBILITY STANDARDSIN THE EVENT OF CONFLICT, THE MOST RESTRICTIVE CODE SHALL PREVAIL.SP# 07-216/4/21
SHEET NUMBERSHEET TITLESUBMITTALSAPPROVED BY:CHECKED BY:MFTBBRREV.DATEDESCRIPTIONDRAWN BY:SKRDewberry Engineers Inc.99 SUMMER STREETSUITE 700BOSTON, MA 02110PHONE: 617.695.3400FAX: 617.695.3310PROJECT #:50122039JOB #:50122076A12/18/20ISSUED FOR 50% REVIEW3500 DEER CREEK ROADPALO ALTO, CA 94304(650) 681-5000SITE NAME:WINCHESTER VA-SHEETZ #207(TRT ID: 15219)SITE ADDRESS:1683 BERRYVILLE PIKEWINCHESTER, VA 22602B12/22/20ISSUED FOR 50% REVIEWC12/22/20ISSUED FOR 50% REVIEWD03/03/21ISSUED FOR 90% REVIEW003/29/21FOR CONSTRUCTION104/13/21FOR CONSTRUCTION206/04/21FOR CONSTRUCTIONGN-1GENERAL NOTES-IGENERAL NOTES:1.FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY:GENERAL CONTRACTOR(s) OR SUB-CONTRACTOR(s) - CIVIL CONTRACTOR AND/OR ELECTRICIAN CONTRACTORPROJECT OWNER/CONSTRUCTION MANAGER - TESLAPROJECT HOST - LEGAL PROPERTY OWNERENGINEER - DEWBERRY ENGINEERS INC.2.PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING THE GENERAL CONTRACTOR SHALL VISIT THE SITE TO FAMILIARIZE WITHTHE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTIONDRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF PROJECT OWNER PRIOR TO THECOMMENCEMENT OF WORK.3.ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS,AND ORDINANCES. THE GENERAL CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS,ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THEWORK.4.ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCALJURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS.5.UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABORNECESSARY TO COMPLETE THE INSTALLATION AS INDICATED ON THE DRAWINGS FOR A FULLY FUNCTIONAL CHARGING STATIONAND COMPLETE PROJECT.6.THE SUB-CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'SRECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE.7.IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON DRAWINGS, THE GENERAL CONTRACTOR SHALL PROPOSEAN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE PROJECT ENGINEER. ONLY WRITTEN APPROVALS SHALL BEDEEMED TO CONFIRM ANY SUCH CHANGES AS BEING APPROVED.8.PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISENOTED. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS THEMINIMUM REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANYQUESTIONS REGARDING THE CONTRACT DOCUMENTS, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ACLARIFICATION FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. DETAILS ARE INTENDED TO SHOW DESIGNINTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT UNIQUE JOB DIMENSIONS OR CONDITIONS AND SUCH MODIFICATIONSSHALL BE INCLUDED AS PART OF WORK.9.THE GENERAL CONTRACTOR SHALL REVIEW ROUTING OF CONDUIT, POWER AND GROUNDING CABLES AS SHOWN ON THEPOWER, GROUNDING PLAN DRAWING. THE GENERAL CONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING WITH THECONSTRUCTION MANAGER AND PROJECT HOST.10.INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/OR DRAWINGS PROVIDED BY THEPROJECT HOST. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS AND SHALL NOTIFYTHE ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION.11.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FORCONSTRUCTION. IF GENERAL CONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY THE CONSTRUCTION MANAGERIMMEDIATELY.12.APPLICABLE BUILDING CODES:THE GENERAL CONTRACTORS WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES ASADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF THE AHJ ADOPTEDCODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN.THE GENERAL CONTRACTOR WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWINGSTANDARDS:AMERICAN CONCRETE INSTITUTE (ACI) 318; BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETEAMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)MANUAL OF STEEL CONSTRUCTION, ASD, FOURTEENTH EDITION13.FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, METHODS OFCONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. WHERE THERE IS CONFLICTBETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN.14.THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL REVISIONS,ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES.15.THE GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER GENERALCONTRACTOR(S) AND/OR SUB-CONTRACTOR(S).16.CONSTRUCTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED WORKMEN IN ACCORDANCE WITHAPPLICABLE CODES AND THE BEST ACCEPTED PRACTICE.17.THE GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND GENERAL CONTRACTOR(S)AND/OR SUB-CONTRACTOR(S) TO THE SITE AND/OR BUILDING.18.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF CONSTRUCTIONUNTIL JOB COMPLETION.19.THE GENERAL CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION.20.THE GENERAL CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE PROJECT HOST 48 HOURS PRIOR TO COMMENCEMENTOF WORK.21.THE GENERAL CONTRACTOR AND SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, ADJACENTAREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK SHALLCONFORM TO ALL OSHA REQUIREMENTS AND THE LOCAL JURISDICTION.22.THE GENERAL CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2-A OR2-A:10-B:C AND SHALL BE WITHIN 25 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF WHERE THE WORK IS BEINGCOMPLETED DURING CONSTRUCTION.23.ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, AND OTHER DOCUMENTS SHALL BE TURNED OVER TO THE PROJECT OWNER AT COMPLETION OF CONSTRUCTION ANDPRIOR TO PAYMENT.24.GENERAL CONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS-BUILT REDLINES AND ALL SPECIFIEDCLOSE-OUT DOCUMENTATION TO THE PROJECT OWNER UPON COMPLETION OF PROJECT AND PRIOR TOFINAL PAYMENT.25.THE GENERAL CONTRACTOR SHALL LEAVE THE WORK AREA AND SURROUNDING PREMISES IN A CLEAN CONDITION.26.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).27.NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED.SITE WORK NOTES:PART 1 - GENERAL1.1 REFERENCES:A.DOT (STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION-CURRENT EDITION).B.AASHTO (AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS)C.ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS).D.OSHA (OCCUPATION SAFETY AND HEALTH ADMINISTRATION).1.2 INSPECTION AND TESTING:A.FIELD TESTING OF EARTHWORK COMPACTION AND CONCRETE CYLINDERS SHALL BE PERFORMED BY AN INDEPENDENT TESTING LAB.THIS WORK IS TO BE COORDINATED BY THE GENERAL CONTRACTOR.B.ALL WORK SHALL BE INSPECTED AND VERIFIED FOR CONFORMANCE AND RELEASED BY THE ENGINEER WHO SHALL CARRY OUT THEGENERAL INSPECTION OF THE WORK WITH SPECIFIC CONCERN TO PROPER PERFORMANCE OF THE WORK AS SPECIFIED AND/ORCALLED FOR ON THE DRAWINGS. IT IS THE GENERAL CONTRACTOR(S) RESPONSIBILITY TO REQUEST TIMELY INSPECTIONS PRIOR TOPROCEEDING WITH FURTHER WORK THAT WOULD MAKE PARTS OF WORK INACCESSIBLE OR DIFFICULT TO INSPECT.1.3 SITE MAINTENANCE AND PROTECTION:A.PROVIDE ALL NECESSARY JOB SITE MAINTENANCE FROM COMMENCEMENT OF WORK UNTIL COMPLETION OF THE CONTRACT.B.AVOID DAMAGE AND TAKE PROTECTIVE MEASURES TO THE SITE AND TO EXISTING FACILITIES, IMPROVEMENTS, STRUCTURES,PAVEMENTS, CURBS, AND LANDSCAPING DESIGNATED TO REMAIN. ANY DAMAGED PART SHALL BE REPAIRED AT SUB-CONTRACTOR(S)EXPENSE TO THE SATISFACTION OF THE PROJECT HOST.C.KEEP SITE FREE OF ALL PONDING OR STANDING WATER.D.PROVIDE EROSION CONTROL MEASURES, IF REQUIRED, SHALL BE IN ACCORDANCE WITH STATE DOT, LOCAL PERMITTING AGENCY ANDEPA REQUIREMENTS.E.PROVIDE AND MAINTAIN ALL TEMPORARY FENCING, BARRICADES, WARNING SIGNALS AND SIMILAR DEVICES NECESSARY TO PROTECTAGAINST THEFT FROM PROPERTY DURING THE ENTIRE PERIOD OF CONSTRUCTION. REMOVE ALL SUCH DEVICES UPON COMPLETION OFTHE WORK.F.ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED AT ALL TIMES, AND WHEREREQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY THE ENGINEER. EXTREME CAUTIONSHOULD BE USED BY THE SUB-CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. THE GENERALCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS SHALL INCLUDE BUT NOT BE LIMITED TO A) FALLPROTECTION, B) CONFINED SPACE, C) ELECTRICAL SAFETY, AND D) TRENCHING & EXCAVATION.G.ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK,SHALL BE REMOVED, CAPPED, PLUGGED OR OTHERWISE DISCONNECTED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTIONOF THE WORK, AS DIRECTED BY THE ENGINEER, AND SUBJECT TO THE APPROVAL OF THE PROJECT OWNER AND/OR LOCALUTILITIES.H.EXISTING UTILITIES: DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED BY THE PROJECT HOST OR OTHERS, EXCEPTWHEN PERMITTED IN WRITING BY THE PROJECT HOST AND THEN ONLY AFTER ACCEPTABLE TEMPORARY UTILITY SERVICES HAVE BEENPROVIDED.I.PROVIDE A MINIMUM 48-HOUR NOTICE TO THE PROJECT HOST AND RECEIVE WRITTEN NOTICE TO PROCEED BEFORE INTERRUPTINGANY UTILITY SERVICE.J.SOD PLANTED IN THE FALL MUST ESTABLISH ITS ROOTS BEFORE THE FIRST WINTER FROST. DETERMINE WHEN THE FIRST FROSTUSUALLY OCCURS, AND PLANT THE SOD NO LATER THAN ONE MONTH BEFORE THE FIRST FROST. IF THE CONSTRUCTION IS FINISHEDLATER THAN ONE MONTH BEFORE THE FIRST FROST, USE STRAW UNTIL SOD CAN BE INSTALLED.K.THE GENERAL CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS, RUBBISH, DEBRIS, STUMPS, STICKS,AND STONES.L.THE GENERAL CONTRACTOR SHALL REMOVE ALL TRASH DEBRIS FROM THE SITE ON A DAILY BASIS.M.CONTRACTOR TO TAKE NECESSARY PRECAUTIONS TO PROTECT TREES, VEGETATION, AND ROOT SYSTEMS DURING CONSTRUCTION.N.CONTRACTOR TO COORDINATE POST CONSTRUCTION LANDSCAPING FINISHES WITH OWNER AND TESLA.PART 2 - PRODUCTS2.1 GRANULAR BACKFILL: SHALL MEET THE FOLLOWING GRADATION:SIEVE SIZETOTAL PERCENT PASSING1-1/2 INCH1001 INCH75 TO 1003/4 INCH80 TO 100 3/8 INCH35 TO 75NO. 430 TO 60NO. 307 TO 30NO. 2003 TO 152.2 GRANULAR BEDDING AND TRENCH BACKFILL: WELL-GRADED SAND MEETING THE GRADATION REQUIREMENTS OF ASTM D2487 (SE ORSW-SM).2.3ALL STRUCTURAL BACKFILL AND SUBBASE UNDER SLABS SHALL BE SELECT STRUCTURAL FILL MEETING THE GRADATION AND SOUNDNESSREQUIREMENTS IN ACCORDANCE WITH THE FOLLOWING:SIEVE SIZETOTAL PERCENT PASSING4 INCH100NO.400 TO 70NO.2000 TO 402.4MATERIALS SHALL BE SUBSTANTIALLY FREE OF SHALE OR OTHER SOFT, POOR DURABILITY PARTICLES. IF TESTING IS ELECTED BY PROJECTOWNER, MATERIAL WITH A MAGNESIUM SULFATE SOUNDNESS LOSS EXCEEDING 30% WILL BE REJECTED.2.5COARSE AGGREGATE FOR SUBBASE COURSE SHALL CONFORM TO ASTM D2940.2.6 UNSUITABLE MATERIAL: HIGH AND MODERATELY PLASTIC SILTS AND CLAYS (LL>45). MATERIAL CONTAINING REFUSE, FROZEN LUMPS,DEMOLISHED BITUMINOUS MATERIAL, VEGETATIVE MATTER, WOOD, STONES IN EXCESS OF 3 INCHES IN ANY DIMENSION, AND DEBRIS ASDETERMINED BY THE ENGINEER. TYPICALLY THESE WILL BE SOILS CLASSIFIED BY ASTM AS PT, MH, CH, OH, ML, AND OL.PART 3 - EXECUTION3.1 GENERAL:A.BEFORE STARTING GENERAL SITE PREPARATION ACTIVITIES, INSTALL EROSION AND SEDIMENT CONTROL MEASURES. THE WORK AREASHALL BE CONSTRUCTED AND MAINTAINED IN SUCH CONDITION THAT IN THE EVENT OF A RAIN EVENT, NO SEDIMENT WILL LEAVETHE WORK SITE.B.BEFORE ALL SURVEY, LAYOUT, STAKING, AND MARKING, ESTABLISH AND MAINTAIN ALL LINES, GRADES, ELEVATIONS AND BENCHMARKSNEEDED FOR EXECUTION OF THE WORK.C.CLEAR AND GRUB THE AREA WITHIN THE LIMITS OF THE SITE. REMOVE TREES, BRUSH, STUMPS, RUBBISH AND OTHER DEBRIS ANDVEGETATION RESTING ON OR PROTRUDING THROUGH THE SURFACE OF THE SITE AREA TO BE CLEARED.D.REMOVE THE FOLLOWING MATERIALS TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE ORIGINAL GROUND SURFACE: ROOTS,STUMPS, AND OTHER DEBRIS, BRUSH, AND REFUSE EMBEDDED IN OR PROTRUDING THROUGH THE GROUND SURFACE, RAKE, DISK ORPLOW THE AREA TO A DEPTH OF NO LESS THAN 6 INCHES, AND REMOVE TO A DEPTH OF 12 INCHES ALL ROOTS AND OTHERDEBRIS THEREBY EXPOSED.E.REMOVE TOPSOIL MATERIAL COMPLETELY FROM THE SURFACE UNTIL THE SOIL NO LONGER MEETS THE DEFINITION OF TOPSOIL. AVOIDMIXING TOPSOIL WITH SUBSOIL OR UNDESIRABLE MATERIALS.F. EXCEPT WHERE EXCAVATION TO GREATER DEPTH IS INDICATED, FILL DEPRESSIONS RESULTING FROM CLEARING, GRUBBING AND DEMOLITION WORK COMPLETELY WITH GRANULAR FILL.G.REMOVE FROM THE SITE AND DISPOSE IN AN AUTHORIZED LANDFILL ALL DEBRIS RESULTING FROM CLEARING ANDGRUBBING OPERATIONS. BURNING WILL NOT BE PERMITTED.H.PRIOR TO EXCAVATING, THOROUGHLY EXAMINE THE AREA TO BE EXCAVATED AND/OR TRENCHED TO VERIFY THELOCATIONS OF FEATURES INDICATED ON THE DRAWINGS AND TO ASCERTAIN THE EXISTENCE AND LOCATION OF ANYSTRUCTURE, UNDERGROUND STRUCTURE, OR OTHER ITEM NOT SHOWN THAT MIGHT INTERFERE WITH THE PROPOSEDCONSTRUCTION. NOTIFY THE ENGINEER OF ANY OBSTRUCTIONS THAT WILL PREVENT ACCOMPLISHMENT OF THE WORK ASINDICATED ON THE DRAWINGS.I.SEPARATE AND STOCK PILE ALL EXCAVATED MATERIALS SUITABLE FOR BACKFILL. ALL EXCESS EXCAVATED ANDUNSUITABLE MATERIALS SHALL BE DISPOSED OF OFF-SITE IN A LEGAL MANNER.J.DURING EXCAVATION, THE SUB-CONTRACTOR SHALL PROVIDE SHORING, SHEETING, AND BRACING AS REQUIRED TOPREVENT CAVING OR SLOUGHING OF EXCAVATION.K.WHEN DIRECTIONAL BORING IS REQUIRED, SUB-CONTRACTOR SHALL INSTALL A LOOSE TONING WIRE WITHIN INSTALLEDCONDUIT TO ALLOW FOR IDENTIFICATION OF UNDERGROUND CONDUITS.3.2 BACKFILL:A.AS SOON AS PRACTICAL, AFTER COMPLETING CONSTRUCTION OF THE RELATED STRUCTURE, INCLUDING EXPIRATION OFTHE SPECIFIED MINIMUM CURING PERIOD FOR CAST-IN-PLACE CONCRETE, BACKFILL THE EXCAVATION WITH SPECIFIEDMATERIAL TO RESTORE THE REQUIRED FINISHED GRADE.B.PRIOR TO PLACING BACKFILL AROUND STRUCTURES, ALL FORMS SHALL BE REMOVED AND THE EXCAVATION CLEANED OFALL TRASH, DEBRIS, AND UNSUITABLE MATERIALS.C.NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW, OR ICE SHALLNOT BE PLACED IN ANY FILL OR EMBANKMENT.D.BACKFILL BY PLACING AND COMPACTING SUITABLE BACKFILL MATERIAL OR SELECT GRANULAR BACKFILL MATERIAL WHENREQUIRED IN UNIFORM HORIZONTAL LAYERS OF NO GREATER THAN 12-INCHES LOOSE THICKNESS AND COMPACTED.WHERE HAND OPERATED COMPACTORS ARE USED, FILL MATERIAL SHALL BE PLACED IN LIFTS NOT TO EXCEED12-INCHES IN LOOSE DEPTH AND COMPACTED.E.THOROUGHLY COMPACT EACH LAYER OF BACKFILL TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY ASESTABLISHED BY THE STANDARD PROCTOR TEST, ASTM D 698.F.WHENEVER THE DENSITY TESTING INDICATES THAT THE SUB-CONTRACTOR(S) HAS NOT OBTAINED THE SPECIFIEDDENSITY, THE SUCCEEDING LAYER SHALL NOT BE PLACED UNTIL THE SPECIFICATION REQUIREMENTS ARE MET UNLESSOTHERWISE AUTHORIZED BY THE CONSTRUCTION MANAGER. THE SUB-CONTRACTOR SHALL TAKE WHATEVER APPROPRIATEACTION IS NECESSARY, SUCH AS DISKING AND DRYING, ADDING WATER, OR INCREASING THE COMPACTIVE EFFORT TOMEET THE MINIMUM COMPACTION REQUIREMENTS.G.THE SUB-CONTRACTOR SHALL OBTAIN GRAB SAMPLES OF SUFFICIENT QUANTITY TO PROVIDE TO LAB FOR PURPOSE OFDETERMINING MAX DRY DENSITY. ALL LOOSE AND/OR ORGANIC MATERIAL SHALL BE REMOVED PRIOR TO PREPARATIONOF THE AREA FOR PLACEMENT OF STRUCTURAL BACKFILL. OVERALL PLAN AREA OF WORK SHALL EXTEND 3'-0"MINIMUM BEYOND THE FINAL DIMENSIONS.H.SCARIFY THE EXISTING SOILS TO A DEPTH OF 6" AND RE-COMPACT USING A VIBRATING PLATE OR TAMPER, ANY SOFTAREAS SHALL BE OVEREXCAVATED 12" AND BACKFILLED WITH MATERIALS AND COMPACTION REQUIREMENTS SHOWN ONTHE DRAWINGS.I.PLACEMENT AND COMPACTION OF STRUCTURAL BACKFILL AND SUBBASE SHALL BE IN 12" LIFTS. EXCAVATE FOR THEFOOTING EDGE AS SHOWN ON THE DRAWINGS.3.3 TRENCHING EXCAVATION:J.UTILITY TRENCHES SHALL BE EXCAVATED TO THE LINES AND GRADES SHOWN ON THE DRAWINGS OR AS DIRECTED BYTHE GENERAL CONTRACTOR. PROVIDE SHORING, SHEETING AND BRACING AS REQUIRED TO PREVENT CAVING ORSLOUGHING OF THE TRENCH WALLS.K.EXTEND THE TRENCH WIDTH A MINIMUM OF 6 INCHES BEYOND THE OUTSIDE EDGE OF THE OUTERMOST CONDUIT.L.WHEN SOFT YIELDING, OR OTHERWISE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED, EXCAVATE THE REQUIRED TRENCHTO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE REQUIRED ELEVATION, THEN BACKFILL WITH 12" OF GRANULARMATERIAL.3.4 TRENCHING BACKFILL:A.PROVIDE GRANULAR BEDDING MATERIAL IN ACCORDANCE WITH THE DRAWINGS AND THE UTILITY REQUIREMENTS.B.NOTIFY THE ENGINEER 24 HOURS IN ADVANCE OF BACKFILLING.C.CONDUCT UTILITY CHECK TESTS BEFORE BACKFILLING. BACKFILL AND COMPACT TRENCH BEFORE ACCEPTANCE TESTING.D.PLACE GRANULAR BACKFILL UNIFORMLY ON BOTH SIDES OF THE CONDUITS IN 6-INCH UNCOMPACTED LIFTS UNTIL 12INCHES OVER THE CONDUITS. SOLIDLY RAM AND TAMP BACKFILL INTO SPACE AROUND CONDUITS AND HAUNCHES.E.PROTECT CONDUIT FROM LATERAL MOVEMENT, IMPACT DAMAGE, OR UNBALANCED LOADING.F.ABOVE THE CONDUIT EMBEDMENT ZONE, PLACE AND COMPACT SATISFACTORY BACKFILL MATERIAL IN 12-INCH MAXIMUMLOOSE THICKNESS LIFTS TO RESTORE THE REQUIRED FINISHED SURFACE GRADE.G.COMPACT FINAL TRENCH BACKFILL TO A DENSITY EQUAL TO OR GREATER THAN THAT OF THE EXISTING UNDISTURBEDMATERIAL IMMEDIATELY ADJACENT TO THE TRENCH BUT NO LESS THAN A MINIMUM OF 95 PERCENT OF THE MAXIMUMDRY DENSITY AS ESTABLISHED BY THE STANDARD PROCTOR TEST, ASTM D 698.H.PER LOCAL REGULATORY AUTHORITY AND AS APPLICABLE, ALL TRENCHES IN PUBLIC RIGHT-OF-WAY SHALL BEBACKFILLED WITH FLOWABLE FILL OR OTHER MATERIAL PRE-APPROVED BY THE LOCAL JURISDICTION.3.5 FINISH GRADING:A.PERFORM ALL GRADING TO PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES AND SMOOTH, EVEN SURFACEDRAINAGE OF THE ENTIRE AREA WITHIN THE LIMITS OF CONSTRUCTION. GRADING SHALL MATCH SURROUNDINGTOPOGRAPHY AND STRUCTURES.B.UTILIZE GRANULAR FILL RESULTING FROM THE EXCAVATION WORK IN THE CONSTRUCTION OF FILLS, EMBANKMENTS ANDFOR REPLACEMENT OF REMOVED UNSUITABLE MATERIALS.C.REPAIR ALL ACCESS ROADS AND SURROUNDING AREAS USED DURING THE COURSE OF THIS WORK TO THEIR ORIGINALOR BETTER CONDITION.D.AREAS OF THE PROJECT HOST'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE EQUIPMENT ORPARKING/DRIVING AREAS SHALL BE GRADED TO A UNIFORM SLOPE AND STABILIZED TO PREVENT EROSION.3.6 ASPHALT PAVING ROAD:A.AASHTOB.STATE SPECIFIC ASPHALT SPECIFICATIONS FOR HIGHWAYSC.THE SUB-CONTRACTOR IS RESPONSIBLE FOR RE-STRIPING AND APPLYING SEALCOATING, UNLESS OTHERWISE SPECIFIED.6/4/21
SHEET NUMBERSHEET TITLESUBMITTALSAPPROVED BY:CHECKED BY:MFTBBRREV.DATEDESCRIPTIONDRAWN BY:SKRDewberry Engineers Inc.99 SUMMER STREETSUITE 700BOSTON, MA 02110PHONE: 617.695.3400FAX: 617.695.3310PROJECT #:50122039JOB #:50122076A12/18/20ISSUED FOR 50% REVIEW3500 DEER CREEK ROADPALO ALTO, CA 94304(650) 681-5000SITE NAME:WINCHESTER VA-SHEETZ #207(TRT ID: 15219)SITE ADDRESS:1683 BERRYVILLE PIKEWINCHESTER, VA 22602B12/22/20ISSUED FOR 50% REVIEWC12/22/20ISSUED FOR 50% REVIEWD03/03/21ISSUED FOR 90% REVIEW003/29/21FOR CONSTRUCTION104/13/21FOR CONSTRUCTION206/04/21FOR CONSTRUCTIONGN-2GENERAL NOTES-IIREINFORCED CONCRETE NOTES:1.DESIGN AND CONSTRUCTION OF ALL CONCRETE ELEMENTS SHALL CONFORM TO THE LATEST EDITIONS OF THEFOLLOWING APPLICABLE CODES: ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS"; ACI 318,"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE".2.DO NOT USE RETEMPERED CONCRETE, OR ADD WATER TO READY-MIX CONCRETE AT THE JOB SITE. MIX DESIGNSHALL BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO PLACING CONCRETE.3.ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL BE AIR-ENTRAINED AND SHALL HAVE 4000 PSISTRENGTH AT 28 DAYS. ALL CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH ACI 318 CODE REQUIREMENTS.4.MAXIMUM AGGREGATE SIZE SHALL BE 3/4".5.THE FOLLOWING MATERIALS SHALL BE USED:PORTLAND CEMENT:ASTM C 150, TYPE IREINFORCEMENT:ASTM A 615, GRADE 60NORMAL WEIGHT AGGREGATE:ASTM C 33WATER:DRINKABLEADMIXTURES:NON-CHLORIDE CONTAINING6.REINFORCING DETAILS SHALL BE IN ACCORDANCE WITH "DETAILING MANUAL-2004 PUBLICATION SP-66" AND "BUILDINGCODE REQUIREMENTS FOR REINFORCED CONCRETE", ACI-318-08.7.REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDEDWIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICESSHALL BE CLASS "B"; ALL HOOKS SHALL BE STANDARD, UNO.8.THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISEON DRAWINGS:CONCRETE CAST AGAINST EARTH:3 IN.CONCRETE EXPOSED TO EARTH OR WEATHER: #6 AND LARGER2 IN.#5 AND SMALLER & WWF1-1/2 IN.CONCRETE NOT EXPOSED TO EARTH OR SLAB AND WALL3/4 IN.WEATHER OR NOT CAST AGAINST THE GROUND: BEAMS AND COLUMNS1-1/2 IN.9.A CHAMFER 3/4" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, IN ACCORDANCE WITH ACI 301SECTION 4.2.4.10.INSTALLATION OF CONCRETE ANCHOR, SHALL BE PER MANUFACTURERS WRITTEN RECOMMENDED PROCEDURE. THEANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH ORAS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILLINGHOLES IN CONCRETE.11.CURING COMPOUNDS SHALL CONFORM TO ASTM C-309.12.ADMIXTURES SHALL CONFORM TO THE APPROPRIATE ASTM STANDARD AS REFERENCED IN ACI-301.13.DO NOT WELD OR TACKWELD REINFORCING STEEL.14.ALL DOWELS, ANCHOR BOLTS, EMBEDDED STEEL, ELECTRICAL CONDUITS, PIPE SLEEVES, GROUNDS AND ALL OTHEREMBEDDED ITEMS AND FORMED DETAILS SHALL BE IN PLACE BEFORE START OF CONCRETE PLACEMENT.15.LOCATE ADDITIONAL EXPANSION JOINTS REQUIRED TO FACILITATE CONSTRUCTION AS ACCEPTABLE TO ENGINEER. PLACEREINFORCEMENT CONTINUOUSLY THROUGH JOINT.16.REINFORCEMENT SHALL BE COLD BENT WHENEVER BENDING IS REQUIRED.17.PLACE CONCRETE IN A UNIFORM MANNER TO PREVENT THE FORMATION OF COLD JOINTS AND OTHER PLANES OFWEAKNESS. VIBRATE THE CONCRETE TO FULLY EMBED REINFORCING. DO NOT USE VIBRATORS TO TRANSPORTCONCRETE THROUGH CHUTES OR FORMWORK.18.DO NOT PLACE CONCRETE IN WATER, ICE, OR ON FROZEN GROUND.19.DO NOT ALLOW CONCRETE SUBBASE TO FREEZE DURING CONCRETE CURING AND SETTING PERIOD, OR FOR A MINIMUMOF 14 DAYS AFTER PLACEMENT.20.MAINTAIN TEMPERATURE OF CAST IN PLACE CONCRETE BETWEEN 50 DEGREES AND 90 DEGREES FAHRENHEIT. FORCOLD-WEATHER AND HOT-WEATHER CONCRETE PLACEMENT, CONFORM TO APPLICABLE ACI CODES ANDRECOMMENDATIONS. IN EITHER CASE, MATERIALS CONTAINING CHLORIDE, CALCIUM, SALTS, ETC. SHALL NOT BE USED.PROTECT FRESH CONCRETE FROM WEATHER FOR 7 DAYS MINIMUM.21.UNLESS INDICATED OTHERWISE ON THE DRAWINGS, REINFORCEMENT SPLICES SHALL MEET CLASS B, TENSION LAPREQUIREMENTS IN ACCORDANCE WITH ALL PROVISIONS OF ACI 318 LATEST EDITION, UNLESS NOTED OTHERWISE.22.PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING.ELECTRICAL NOTES:1.THE GENERAL CONTRACTOR SHALL SUPPLY AND INSTALL ANY/ALL ELECTRICAL WORK INDICATED. ANY/ALL CONSTRUCTIONSHALL BE IN ACCORDANCE WITH DRAWINGS. ANY/ALL APPLICABLE SPECIFICATIONS. IF ANY PROBLEMS ARE ENCOUNTEREDBY COMPLYING WITH THESE REQUIREMENTS, SUB-CONTRACTOR SHALL NOTIFY THE PROJECT HOST AS SOON AS POSSIBLE,AFTER THE DISCOVERY OF THE PROBLEMS, AND SHALL NOT PROCEED WITH THAT PORTION OF WORK, UNTIL THE PROJECTHOST HAS DIRECTED THE CORRECTIVE ACTIONS TO BE TAKEN.2.THE GENERAL CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WITH ANY/ALL CONDITIONS AFFECTINGELECTRICAL AND COMMUNICATION INSTALLATION AND MAKE PROVISIONS AS TO THE COST THEREOF. ALL EXISTING CONDITIONSOF ELECTRICAL EQUIPMENT, LIGHT FIXTURES, ETC., THAT ARE PART OF THE FINAL SYSTEM, SHALL BE VERIFIED BY THESUB-CONTRACTOR, PRIOR TO THE SUBMITTAL OF HIS BID. FAILURE TO COMPLY WITH THIS PARAGRAPH WILL IN NO WAYRELIEVE THE SUBCONTRACTOR OF PERFORMING ALL WORK NECESSARY FOR A COMPLETE AND WORKING SYSTEM.3.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC AND ALL CODES AND LOCALORDINANCES OF THE LOCAL POWER COMPANIES HAVING JURISDICTION AND SHALL INCLUDE BUT NOT BE LIMITED TO:A.UL - UNDERWRITERS LABORATORIESB.NEC - NATIONAL ELECTRICAL CODEC.NEMA - NATIONAL ELECTRICAL MANUFACTURERS ASSOC.D.OSHA - OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATIONE.SBC - STANDARD BUILDING CODEF.NFPA - NATIONAL FIRE PROTECTION ASSOCIATION4.DO NOT SCALE ELECTRICAL DRAWINGS, REFER TO SITE PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF ALL EQUIPMENT,AND CONFIRM WITH ENGINEER ANY SIZES AND LOCATIONS WHEN NEEDED.5.EXISTING SERVICES: THE GENERAL CONTRACTOR SHALL NOT INTERRUPT EXISTING SERVICES WITHOUT WRITTEN PERMISSION OFTHE PROJECT HOST.6.THE GENERAL CONTRACTOR SHALL PAY FOR ANY/ALL PERMITS, FEES, INSPECTIONS AND TESTING. THE GENERAL CONTRACTORIS TO OBTAIN PERMITS AND APPROVED SUBMITTALS PRIOR TO THE WORK BEGINNING OR ORDERING EQUIPMENT.7.THE TERM "PROVIDE" USED IN CONSTRUCTION DOCUMENTS AND SPECIFICATIONS, INDICATES THAT THE CONTRACTOR SHALLFURNISH AND INSTALL, UNLESS OTHERWISE SPECIFIED BY CONSTRUCTION MANAGER OR BY PROJECT DEVELOPER.8.THE GENERAL CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITY COMPANY ANY/ALL REQUIREMENTS SUCH AS THE: LUG SIZERESTRICTIONS, CONDUIT ENTRY, SIZE OF TRANSFORMERS, SCHEDULED DOWNTIME FOR THE PROJECT HOST'S CONFIRMATION,ETC. ANY/ALL CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER, PRIOR TO BEGINNINGANY WORK.9.CONDUCTORS: THE CONTRACTOR SHALL USE 98% CONDUCTIVITY COPPER OR ALUMINUM WITH TYPE (THWN-2) INSULATION,600 VOLT, COLOR CODED UNLESS SPECIFIED DIFFERENTLY ON DRAWINGS.10.ALL (THWN-2) WIRING INSTALLATIONS TO FOLLOW MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS.11.OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET/DAMP LOCATIONSAND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS.12.IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF THE CONSTRUCTION. CONTRACTOR IS EXPECTEDTO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS FOR THEEQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. SUB-CONTRACTOR IS TO PROVIDE ALL ELECTRICAL EQUIPMENTUNLESS OTHERWISE DIRECTED.13.ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL SUB-CONTRACTOR IN A FIRST CLASS, WORKMANLIKE MANNER.THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND SUBJECT TO REGULATORY INSPECTION AND APPROVAL BY THECONSTRUCTION MANGER.14.ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION.15.THE GENERAL CONTRACTOR SHALL GUARANTEE ANY/ALL MATERIALS AND WORK FREE FROM DEFECTS FOR A PERIOD OF NOTLESS THAN ONE YEAR FROM DATE OF ACCEPTANCE.16.THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ANY ADDITIONAL CHARGE AND SHALL INCLUDE THEREPLACEMENT OR THE REPAIR OF ANY OTHER PHASE OF THE INSTALLATION, WHICH MAY HAVE BEEN DAMAGED THEREIN.17.ADEQUATE AND REQUIRED LIABILITY INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LOSS AND ANY/ALLPROPERTY DAMAGE FOR THE DURATION OF WORK.18.MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW AND SHALL APPEAR ON THELIST OF U.L. APPROVED ITEMS AND SHALL MEET OR EXCEED THE REQUIREMENTS OF THE NEC, NEMA AND IEEE.19.GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURES CATALOG INFORMATION OF ANY/ALL LIGHTINGFIXTURES, SWITCHES AND ALL OTHER ELECTRICAL ITEMS FOR APPROVAL BY THE CONSTRUCTION MANAGER PRIOR TOINSTALLATION.20.ANY CUTTING OR PATCHING DEEMED NECESSARY FOR ELECTRICAL WORK IS THE CONTRACTOR(S) RESPONSIBILITY AND SHALLBE INCLUDED IN THE COST FOR WORK AND PERFORMED TO THE SATISFACTION OF THE CONSTRUCTION MANAGER UPONFINAL ACCEPTANCE.21.THE SUBCONTRACTOR SHALL LABEL ALL PANELS WITH ONLY TYPEWRITTEN DIRECTORIES.22.DISCONNECT SWITCHES SHALL BE H.P. RATED HEAVY-DUTY, QUICK-MAKE AND QUICK-BREAK ENCLOSURES, AS REQUIRED BYEXPOSURE TYPE.23.ALL CONNECTIONS SHALL BE MADE WITH A PROTECTIVE COATING OF AN ANTI-OXIDE COMPOUND SUCH AS "NOALOX" BYIDEAL INDUSTRIAL INC. COAT ALL WIRE SURFACES BEFORE CONNECTING. EXPOSED ALUMINUM & COPPER SURFACES,INCLUDING GROUND BARS, SHALL BE TREATED - NO SUBSTITUTIONS.24.ALL EXTERIOR AND INTERIOR ABOVE GROUND CONDUIT SHALL BE RIGID GALVANIZED STEEL UNLESS SPECIFIED OTHERWISE.RACEWAYS: ALL CONDUITS SHALL BE SCHEDULE 40 EMT MEETING OR EXCEEDING NEMA TC2 - 1990 UNLESS SPECIFIEDOTHERWISE. THE SUB-CONTRACTOR SHALL PLUG AND CAP EACH END OF SPARE AND EMPTY CONDUITS AND PROVIDE TWOSEPARATE PULL STRINGS - 200 LBS TEST POLYETHYLENE CORD. ALL CONDUIT BENDS SHALL BE A MINIMUM OF 3 FT.RADIUS. EMT CONDUITS WHEN SPECIFIED, SHALL MEET UL-6 FOR GALVANIZED STEEL. ALL FITTINGS SHALL BE SUITABLE FORUSE WITH THREADED RIGID CONDUIT. COAT ALL THREADS WITH 'BRITE ZINC' OR 'GOLD GALV'.25.SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC.26.CONNECTORS FOR POWER CONDUCTORS: SUB-CONTRACTOR SHALL USE PRESSURE TYPE INSULATED TWIST-ONCONNECTORS FOR NO. 10 AWG AND SMALLER. USE SOLDERLESS MECHANICAL TERMINAL LUGS FOR NO. 8 AWG ANDLARGER.27.THE SUB-CONTRACTOR SHALL PLACE TWO LENGTHS OF WARNING TAPE AT A DEPTH OF 12" BELOW GROUND ANDDIRECTLY ABOVE ELECTRICAL SERVICE CONDUITS. CAUTIONS TAPE TO READ "CAUTION BURIED ELECTRIC".28.WHEN DIRECTIONAL BORING IS REQUIRED, SUB-CONTRACTOR SHALL INSTALL A LOOSE TONING WIRE WITHIN INSTALLEDCONDUIT TO ALLOW FOR IDENTIFICATION OF UNDERGROUND CONDUITS.29.ALL BOLTS SHALL BE STAINLESS STEEL.30.ALL MATERIALS AND EQUIPMENT SUPPLIED AND INSTALLED BY THE SUBCONTRACTOR SHOULD BE NEW AND UNUSED.31.PER NEC 625.22 - THE USER INTERFACE (CHARGE POST) IS CONTROLLED BY THE ELECTRICAL EQUIPMENT(SUPERCHARGER CABINET) AND THE FOLLOWING PRECAUTIONS HAVE BEEN TAKEN TO ENSURE THE SAFETY OFCUSTOMERS AND THOSE AROUND THE EQUIPMENT. BEFORE ANY VOLTAGE OR CURRENT IS APPLIED TO THE CHARGEPOST, THE CABINET MUST COMMUNICATE WITH THE TESLA VEHICLE. THERE IS A 'HANDSHAKE' BETWEEN THE CAR ANDTHE CABINET CONFIRMING THAT THE VEHICLE IS ACTUALLY A TESLA AND THAT THE VEHICLE CAN HANDLE THESUPERCHARGING. VOLTAGE IS THEN APPLIED TO THE POWER SOCKETS IN THE CHARGE POST AND ONCE THE VOLTAGEREADING FROM THE CAR IS VERIFIED AS THE SAME IN THE CHARGING CABINET, THEN CURRENT BEGINS TO FLOW. IFAT ANY POINT IN THIS PROCESS A FAULT IS DETECTED, THE CHARGING WILL STOP IMMEDIATELY, WITHIN A MATTER OFMILLISECONDS. DURING THE NORMAL CHARGING CYCLE, IF ANY FAULT OR IRREGULARITY IS DETECTED, THE CHARGINGWILL AGAIN STOP WITHIN MILLISECONDS OF DETECTION. BEYOND THIS LOGIC PROTECTION, THERE IS PHYSICALPROTECTION FROM OVER-CURRENT OR OVER-VOLTAGE WITHIN EACH OF THE CHARGERS. BEYOND THAT, FAST ACTINGFUSES ALSO PROTECT THE VEHICLE OUTPUTS FROM OUTPUTTING TOO HIGH OF A CURRENT.HORIZONTAL DIRECT DRILLING NOTES:1.THE WORK SPECIFIED IN THIS SECTION CONSISTS OF FURNISHING AND INSTALLING UNDERGROUND UTILITIESUSING THE DIRECTIONAL BORING (HORIZONTAL DIRECTIONAL DRILLING, HDD) METHOD OF INSTALLATION,ALSO COMMONLY REFERRED TO AS GUIDED HORIZONTAL BORING. THIS WORK SHALL INCLUDE ALLSERVICES, EQUIPMENT, MATERIALS, AND LABOR FOR THE COMPLETE AND PROPER INSTALLATION, TESTING,RESTORATION OF UNDERGROUND UTILITIES AND ENVIRONMENTAL PROTECTION AND RESTORATION.2.WORK PLAN: PRIOR TO BEGINNING WORK, THE CONTRACTOR MUST SUBMIT TO THE ENGINEER A GENERALWORK PLAN OUTLINING THE PROCEDURE AND SCHEDULE TO BE USED TO EXECUTE THE PROJECT. PLANSHOULD DOCUMENT THE THOUGHTFUL PLANNING REQUIRED TO SUCCESSFULLY COMPLETE THE PROJECT.3.ENVIRONMENTAL PROTECTION: CONTRACTOR SHALL PLACE SILT FENCE BETWEEN ALL BORING OPERATIONSAND ANY DRAINAGE, WETLAND, WATERWAY OR OTHER AREA DESIGNATED FOR SUCH PROTECTION BYCONTRACT DOCUMENTS, STATE, FEDERAL AND LOCAL REGULATIONS. ADDITIONAL ENVIRONMENTAL PROTECTIONNECESSARY TO CONTAIN ANY HYDRAULIC OR BORING FLUID SPILLS SHALL BE PUT IN PLACE, INCLUDINGBERMS, LINERS, TURBIDITY CURTAINS AND OTHER MEASURES. CONTRACTOR SHALL ADHERE TO ALLAPPLICABLE ENVIRONMENTAL REGULATIONS. FUEL OR OIL MAY NOT BE STORED IN BULK CONTAINERSWITHIN 200' OF ANY WATER-BODY OR WET-LAND.4.UTILITY LOCATES: CONTRACTOR SHALL NOTIFY ALL COMPANIES WITH UNDERGROUND UTILITIES IN THE WORKAREA VIA THE STATE OR LOCAL "ONE-CALL" TO OBTAIN UTILITY LOCATES. ONCE THE UTILITIES HAVE BEENLOCATED CONTRACTOR SHALL PHYSICALLY IDENTIFY THE EXACT LOCATION OF THE UTILITIES BY VACUUM ORHAND EXCAVATION, WHEN POSSIBLE, IN ORDER TO DETERMINE THE ACTUAL LOCATION AND PATH OF ANYUNDERGROUND UTILITIES WHICH MIGHT BE WITHIN 20 FEET OF THE BORE PATH. CONTRACTOR SHALL NOTCOMMENCE BORING OPERATIONS UNTIL THE LOCATION OF ALL UNDERGROUND UTILITIES WITHIN THE WORKAREA HAVE BEEN VERIFIED.5.SAFETY: CONTRACTOR SHALL ADHERE TO ALL APPLICABLE STATE, FEDERAL AND LOCAL SAFETYREGULATIONS AND ALL OPERATIONS SHALL BE CONDUCTED IN A SAFE MANNER. SAFETY MEETINGS SHALLBE CONDUCTED AT LEAST WEEKLY WITH A WRITTEN RECORD OF ATTENDANCE AND TOPIC SUBMITTED TOENGINEER.6.SITE RESTORATION: FOLLOWING BORING OPERATIONS, CONTRACTOR WILL DE-MOBILIZE EQUIPMENT ANDRESTORE THE WORK-SITE TO ORIGINAL CONDITION. ALL EXCAVATIONS WILL BE BACKFILLED ANDCOMPACTED TO 95% OF ORIGINAL DENSITY. LANDSCAPING WILL BE RESTORED TO ORIGINAL.7.RECORD KEEPING: CONTRACTOR SHALL MAINTAIN A DAILY PROJECT LOG OF BORING OPERATIONS AND AGUIDANCE SYSTEM LOG WITH A COPY GIVEN TO ENGINEER AT COMPLETION OF PROJECT. AS-BUILTDRAWINGS SHALL BE CERTIFIED AS TO ACCURACY BY CONTRACTOR.TRAFFIC MANAGEMENT NOTES:1.ALL TEMPORARY CONTROL WORK SHALL CONFORM TO THE LATEST EDITION OF THE "MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES" (MUTCD) AND ALL REVISIONS, UNLESS SUPERCEDED BY THESE PLANS.2.ALL SIGN LEGENDS, BORDERS, AND MOUNTING SHALL BE IN ACCORDANCE WITH THE MUTCD.3.TEMPORARY CONSTRUCTION SIGNING AND ALL OTHER TRAFFIC CONTROL DEVICES SHALL BE IN PLACEPRIOR TO THE START OF ANY WORK.4.TEMPORARY CONSTRUCTION SIGNING, BARRICADES, AND ALL OTHER NECESSARY WORK ZONE TRAFFICCONTROL DEVICES SHALL BE REMOVED FROM THE HIGHWAY OR COVERED WHEN THEY ARE N0T REQUIREDFOR CONTROL OF TRAFFIC.5.SIGNS AND SIGN SUPPORTS LOCATED ON OR NEAR THE TRAVELED WAY, CHANNELIZING DEVICES, BARRIERS,AND CRASH ATTENUATORS MUST PASS THE CRITERIA SET FORTH IN NCHRP REPORT 350, "RECOMMENDEDPROCEDURES FOR THE SAFETY PERFORMANCE EVALUATION OF HIGHWAY FEATURES" AND/OR "MANUAL FORASSESSING SAFETY HARDWARE" (MASH).6.CONTRACTORS SHALL NOTIFY THE OWNER AND ALL TENANTS OF THIS PROPERTY AT LEAST 24 HOURS INADVANCE OF THE START OF ANY WORK THAT WILL REQUIRE THE TEMPORARY CLOSURE OF ACCESS, SUCHAS CONDUIT INSTALLATION, EXISTING PAVEMENT EXCAVATION, TEMPORARY DRIVEWAY PAVEMENT PLACEMENT,AND SIMILAR OPERATIONS.7.THE FIRST FIVE PLASTIC DRUMS OF A TAPER SHALL BE MOUNTED WITH TYPE A LIGHTS.8.MAXIMUM SPACING OF TRAFFIC DEVICES IN A TAPER (DRUMS OR CONES) IS EQUAL IN FEET TO THE SPEEDLIMIT IN MPH.9.MINIMUM LANE WIDTH IS TO BE 11 FEET (3.3m) UNLESS OTHERWISE SHOWN. MINIMUM LANE WIDTH TOBE MEASURED FROM THE EDGE OF DRUMS OR MEDIAN BARRIER.10.EXISTING PEDESTRIAN ACCESS SHALL BE MAINTAINED AT ALL TIMES THROUGH A COMBINATION OFPEDESTRIAN DETOURS OR PROTECTED SAFE ROUTES. ALL PEDESTRIAN ROUTES SHALL MEET APPLICABLEACCESSIBILITY REQUIREMENTS.11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AND PROTECTION OF TRAFFIC THROUGHOUTCONSTRUCTION AT THIS LOCATION. THE CONTRACTOR SHALL INSTALL TEMPORARY TRAFFIC SIGNS, DRUMS,CONES, OR OTHER TRAFFIC CONTROL DEVICES TO DIRECT VEHICLES AND PEDESTRIANS AROUND THE WORKZONE.6/4/21
INSTRUMENT NO. 120014186APN: 54-A-105OWNER: RSE REGENCY STREET LLCN07°09'43"E SITE BENCHMARKCORNER OF CONCRETEELEVATION: 671.75'GRASSREGENCY LAKES DR.(PUBLIC R.O.W. VARIES)[]UEUEUEUEUEUEUEUEUEUEUEUEOEOEOEOEOE()
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671670672673674 673672671
UEUEUEUEUEUEUEUEUEUEUEUEUEUEUTUTUTUTUTUTUTUTUTUTUTUTUTLSCOGPTTLIGHT POLESANITARY CLEANOUTVENT PIPEGAS MARKERTELEPHONE MARKERTELEPHONE PEDESTALUTILITY POLEELECTRIC TRANSFORMERBOLLARDLANDSCAPED AREADECIDUOUS TREEPETROLEUM MANHOLECONCRETE AREASIGNLANDSCAPE LIGHTUEUG()()OE[][]WOOD FENCECHAIN LINK FENCEELECTRIC LINE (OVERHEAD)ELECTRIC LINE (UNDERGROUND)GAS LINE (UNDERGROUND)AREA OF CONCERNEXCEPTION NUMBER!XXSITE BENCHMARKSHEET NUMBERSHEET TITLESUBMITTALSAPPROVED BY:CHECKED BY:MFTBBRREV.DATEDESCRIPTIONDRAWN BY:SKRDewberry Engineers Inc.99 SUMMER STREETSUITE 700BOSTON, MA 02110PHONE: 617.695.3400FAX: 617.695.3310PROJECT #:50122039JOB #:50122076A12/18/20ISSUED FOR 50% REVIEW3500 DEER CREEK ROADPALO ALTO, CA 94304(650) 681-5000SITE NAME:WINCHESTER VA-SHEETZ #207(TRT ID: 15219)SITE ADDRESS:1683 BERRYVILLE PIKEWINCHESTER, VA 22602B12/22/20ISSUED FOR 50% REVIEWC12/22/20ISSUED FOR 50% REVIEWD03/03/21ISSUED FOR 90% REVIEW003/29/21FOR CONSTRUCTION104/13/21FOR CONSTRUCTION206/04/21FOR CONSTRUCTIONLEGENDLOCUS PROPERTY LINEEXISTING PROPERTY LINEPROPOSED UNDERGROUND ELECTRICC-2EXISTING CONDITIONSPLANSCALE:1"=20' FOR 11"x17"1"=10' FOR 22"x34"10'0'20'1EXISTING CONDITIONS PLANGrassPondAreaGrassGrassGrassConcreteExistingTrashEnclosureExisting ParkingStriping (TO REMAIN)(TYP-8.)ConcreteExistingGateExistingBrick WallExistingFuel WasteContainerExistingConcreteDrain SwaleExistingRip-RapExistingCurb Cut(Typ.)Existing Curb &Gutter (Typ.)Existing ParkingStripe (Typ.)ConcreteExistingGravelAreaEdge OfGravelExisting Curb &Gutter (Typ.)36' AccessEasement10' Gas EasementNOTE:1.SITE PLAN BASED ON ENGINEERING DESIGN SURVEY FORINSTRUMENT NO. 120014186, 1683 BERRYVILLE PIKE,STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIABY CLARK LAND SURVEYING, INC DATED 12/10/2020.Existing Light(TO BE RELOCATED)Existing 6'Vinyl Fence6/4/21
[][][]UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGCOPP670
671670672673674 673672671
UEUEUEUEUEUEUEUEUEUEUEUEUEUEUTUTUTUTUTUTUTUTUTUTUTUTUTLSCOGPTTLIGHT POLESANITARY CLEANOUTVENT PIPEGAS MARKERTELEPHONE MARKERTELEPHONE PEDESTALUTILITY POLEELECTRIC TRANSFORMERBOLLARDLANDSCAPED AREADECIDUOUS TREEPETROLEUM MANHOLECONCRETE AREASIGNLANDSCAPE LIGHTUEUG()()OE[][]WOOD FENCECHAIN LINK FENCEELECTRIC LINE (OVERHEAD)ELECTRIC LINE (UNDERGROUND)GAS LINE (UNDERGROUND)AREA OF CONCERNEXCEPTION NUMBER!XXSITE BENCHMARKSHEET NUMBERSHEET TITLESUBMITTALSAPPROVED BY:CHECKED BY:MFTBBRREV.DATEDESCRIPTIONDRAWN BY:SKRDewberry Engineers Inc.99 SUMMER STREETSUITE 700BOSTON, MA 02110PHONE: 617.695.3400FAX: 617.695.3310PROJECT #:50122039JOB #:50122076A12/18/20ISSUED FOR 50% REVIEW3500 DEER CREEK ROADPALO ALTO, CA 94304(650) 681-5000SITE NAME:WINCHESTER VA-SHEETZ #207(TRT ID: 15219)SITE ADDRESS:1683 BERRYVILLE PIKEWINCHESTER, VA 22602B12/22/20ISSUED FOR 50% REVIEWC12/22/20ISSUED FOR 50% REVIEWD03/03/21ISSUED FOR 90% REVIEW003/29/21FOR CONSTRUCTION104/13/21FOR CONSTRUCTION206/04/21FOR CONSTRUCTIONLEGENDLOCUS PROPERTY LINEEXISTING PROPERTY LINEPROPOSED UNDERGROUND ELECTRICGrassPondAreaGrassGrassGrassConcreteExistingTrashEnclosureExisting ParkingStriping (TO REMAIN)(TYP-8.)ConcreteExistingGateExistingBrick WallExistingFuel WasteContainerExistingConcreteDrain SwaleExistingRip-RapExisting CurbCut (Typ.)Existing Curb &Gutter (Typ.)Existing ParkingStripe (Typ.)ConcreteExistingGravelAreaEdge OfGravelExisting Curb &Gutter (Typ.)36' AccessEasementC-3EQUIPMENT/PARKINGPLANSCALE:1"=20' FOR 11"x17"1"=10' FOR 22"x34"10'0'20'1EQUIPMENT/PARKING PLAN1C-4NOTES:1.SITE PLAN BASED ON ENGINEERING DESIGN SURVEY FORINSTRUMENT NO. 120014186, 1683 BERRYVILLE PIKE, STONEWALLMAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA BY CLARKLAND SURVEYING, INC DATED 12/10/2020.2.LOAM & SEED ALL DISTURBED GRASS AREAS. COORDINATE FINALDESIGN WITH LL AND TESLA CM.3.CONTRACTOR TO INSTALL TEMPORARY TREE PROTECTION FOREXISTING TREES AND TAKE PRECAUTIONS TO PROTECT TREES ANDROOT SYSTEMS DURING CONSTRUCTION.4.GAS LINE LOCATION TO BE VERIFIED PRIOR TO TRENCHING IN GASEASEMENT. HAND DIG IN VICINITY OF GAS LINE. MAINTAINREQUIRED CONDUIT CLEARANCES.5.TESLA TO INSTALL A 11LB HALOTRON FIRE EXTINGUISHER IN METALCABINET TO BE MOUNTED TO THE RELOCATED LIGHT POLE.CONTACT MONTRY TENG AT ACADEMY FIRE, 562-444-0390 ORMTENG@ACADEMYFIRE.COM.1A1B1C1D2A2B2C2D12PROPOSED TESLA V3SUPERCHARGER CABINET(TYP.-2) ON 3'-6"x15'-0"CONCRETE PADPROPOSED UNDERGROUNDPRIMARY 6" CONDUIT TOPROPOSED TRANSFORMER(100'±)1ATESLA CHARGEPOST1TESLA V3 SUPERCHARGERPROPOSED TESLA V3 DCCHARGING POST ONCONCRETE FOOTING (TYP.-8)PROPOSED 3Ø TRANSFORMER (BYUTILITY) ON 7'-6"x7'-6"CONCRETE PAD (BY CONTRACTOR)PROPOSED BOLLARD (AS REQUIRED BY UTILITYREQUIREMENTS)PROPOSED NON-ILLUMINATED TESLAPARKING SIGN & BOLLARD COMBO(DEDICATED-4, ENABLED-4)Existing Light(TO BE RELOCATED AS SHOWN)19'-6"±TYP.10'-0"TYP.29'-8"±PROPOSEDBOLLARD(TYP.-2)Existing Tree (Typ.)(SEE NOTE 3)10'-0"2'-0"Existing 6'Vinyl Fence16'-6"PROPOSED TESLA, 480VSWITCHGEAR (EV1-MLO)ON 3'-6"x15'-0"CONCRETE PAD2C-44C-64C-53C-61C-51C-61C-61E-22C-610'-0"PROPOSED JUNCTION BOX (BYUTILITY) TO BE INSTALLED OVEREXISTING UNDERGROUND PRIMARY(CONTRACTOR TO VERIFY LOCATION)CONTRACTOR TO PROVIDE A 10'x10'LEVEL AREA WITH 4"-6" CRUSHEDSTONE OR GRAVEL. PAD SHALL BESLIGHTLY ELEVATED AND GRADED TOALLOW FOR ADEQUATE DRAINAGEPROPOSED 11LB HALOTRONFIRE EXTINGUISHER IN METALCABINET (SEE NOTE 5)6/4/21
SHEET NUMBERSHEET TITLESUBMITTALSAPPROVED BY:CHECKED BY:MFTBBRREV.DATEDESCRIPTIONDRAWN BY:SKRDewberry Engineers Inc.99 SUMMER STREETSUITE 700BOSTON, MA 02110PHONE: 617.695.3400FAX: 617.695.3310PROJECT #:50122039JOB #:50122076A12/18/20ISSUED FOR 50% REVIEW3500 DEER CREEK ROADPALO ALTO, CA 94304(650) 681-5000SITE NAME:WINCHESTER VA-SHEETZ #207(TRT ID: 15219)SITE ADDRESS:1683 BERRYVILLE PIKEWINCHESTER, VA 22602B12/22/20ISSUED FOR 50% REVIEWC12/22/20ISSUED FOR 50% REVIEWD03/03/21ISSUED FOR 90% REVIEW003/29/21FOR CONSTRUCTION104/13/21FOR CONSTRUCTION206/04/21FOR CONSTRUCTION1B1CExistingGrade1ASCALE:3/32"=1' FOR 11"x17"3/16"=1' FOR 22"x34"0'4'8'12'1EQUIPMENT ELEVATION2B2C2A1DExisting ConcreteCurb (Typ.)2DNOTE:1.CONTRACTOR TO INSTALL TEMPORARY TREE PROTECTIONFOR EXISTING TREES AND TAKE PRECAUTIONS TO PROTECTTREES AND ROOT SYSTEMS DURING CONSTRUCTION.SUPERCHARGER12CHARGE POSTTESLA CHARGING POSTSCHEDULEDEDICATED/ENABLED1A1B1CSCALE:N.T.S.2PARKING SIGNAGE1'-0"1'-6"1'-0"1'-6"NOTES:1.NON-ILLUMINATED POLE MOUNT PARKING SIGN FACES AND RETURNS TO BE.090" ALUMINUM PANELS WITH #680-82 RED REFLECTIVE VINYL APPLIED(VERIFY REFLECTIVITY WITH OWNER).2.LOGO TO BE #280-10 REFLECTIVE WHITE VINYL.2A2B2CLEGEND1ATESLA CHARGEPOST1TESLA V3 SUPERCHARGERDEDICATED SIGN1D2DC-4EQUIPMENT ELEVATION,PLAN & SIGNAGEENABLEDENABLEDDEDICATEDDEDICATEDExistingTrashEnclosureExistingGateExisting CurbCut (Typ.)PROPOSED TESLA V3 DCCHARGING POST ONCONCRETE FOOTING (TYP.-8)PROPOSED NON-ILLUMINATED TESLAPARKING SIGN & BOLLARD COMBO(ENABLED-4)Existing Light(TO BERELOCATED)PROPOSED NON-ILLUMINATED TESLAPARKING SIGN & BOLLARD COMBO(DEDICATED-4)DEDICATEDDEDICATEDENABLEDENABLEDExisting Tree (Typ.)(SEE NOTE 1)Existing Tree (Typ.)(SEE NOTE 1)PROPOSED BOLLARD(TYP.-2)6/4/21
SHEET NUMBERSHEET TITLESUBMITTALSAPPROVED BY:CHECKED BY:MFTBBRREV.DATEDESCRIPTIONDRAWN BY:SKRDewberry Engineers Inc.99 SUMMER STREETSUITE 700BOSTON, MA 02110PHONE: 617.695.3400FAX: 617.695.3310PROJECT #:50122039JOB #:50122076A12/18/20ISSUED FOR 50% REVIEW3500 DEER CREEK ROADPALO ALTO, CA 94304(650) 681-5000SITE NAME:WINCHESTER VA-SHEETZ #207(TRT ID: 15219)SITE ADDRESS:1683 BERRYVILLE PIKEWINCHESTER, VA 22602B12/22/20ISSUED FOR 50% REVIEWC12/22/20ISSUED FOR 50% REVIEWD03/03/21ISSUED FOR 90% REVIEW003/29/21FOR CONSTRUCTION104/13/21FOR CONSTRUCTION206/04/21FOR CONSTRUCTIONC-5CONSTRUCTIONDETAILS-I66.54"8" TO 10" STUB UPNOTES:1.BACKFILL FOOTING WITH EXCAVATEDSOIL COMPACTED TO SAME DENSITY ASUNDISTURBED SOIL.2.THE 4.33W, 315mA COMBINED TESLA LOGO ANDTASK LIGHT LED ASSEMBLIES DRAW POWER FROMTHE PROPOSED SUPERCHARGER.SCALE:N.T.S.3ILLUMINATED CHARGING STATION FOOTING DETAIL6" CLEAN FILL(TO MATCH EXISTING)PROPOSED OREXISTING CURBCAR SIDEPROPOSED 5/8" HILTI HIT-Z-RSTAINLESS STEEL RODS WITH HILTIHIT-HY-200 ADHESIVES WITH7-1/2" EFFECTIVE EMBEDMENT(TYP.-4)6"(1) WHITE, 55mA TASKLIGHT LED ASSEMBLY(SEE NOTE 3)(2) RED, 130mA 'TESLA'LOGO LED ASSEMBLIES(SEE NOTE 3)PLANCONCRETE FOOTINGPROTECTIVESHEATHINGCAR SIDE3'-5"1'-7"CHARGER BASEExisting AsphaltGrade54"48" GRIP HEIGHT16"PROPOSED 6" CLEANCOMPACTED GRAVELTOP OF CONCRETE1" CHAMFER (TYP.)#3 TIES @ 8"(6) #6 LONGITUDINALBARS (EVENLY SPACED)3"Existing Asphalt GradeEXPANSIONJOINT2"#3 TIES @ 8"(6) #6 LONGITUDINALBARS (EVENLYSPACED)NOTES:1.BACKFILL SIDES OF FOOTING WITH EXCAVATEDSOIL COMPACTED TO SAME DENSITY ASUNDISTURBED SOIL.2.THE 4.33W, 315mA COMBINED TESLA LOGO ANDTASK LIGHT LED ASSEMBLIES DRAW POWER FROMTHE PROPOSED SUPERCHARGER.SCALE:N.T.S.4ILLUMINATED CHARGING STATION FOOTING DETAILExistingAsphaltGradePLAN120KW POST CONCRETEFOOTING(P/N 1478598-00-B)V3 CHARGE POSTCONCRETE FOOTING(P/N 1478598-00-B)PROPOSED 6" CLEANCOMPACTED GRAVELPROPOSED OREXISTING CURBCAR SIDEEXPANSION JOINT(2) RED, 130mA 'TESLA'LOGO LED ASSEMBLIES(SEE NOTE 2)(1) WHITE, 55mA TASKLIGHT LED ASSEMBLY(SEE NOTE 2)54"48" GRIP HEIGHT6"6"PROPOSED 6" CLEANCOMPACTED GRAVEL66.54"FILL VOIDS WITHSOIL-CEMENT OR SIMILARBEFORE BACKFILLCOMPACTION8" TO 10" STUB UP4'-3"1'-9 15/16"CurbISOMETRICPROPOSED TOPLAYER TO MATCHEXISTING CONDITION2'-5 7/8"5/8Ø F-42THREADED ANCHORS(TYP.-4)V3 CHARGE POSTCONCRETE FOOTING(P/N 1478598-00-B)V3 CHARGE POSTCONCRETE FOOTING(P/N 1478598-00-B)SCALE:N.T.S.1TESLA SUPERCHARGER CABINET DETAIL52.76"33.86"60"49.38"69.94"89.50"17.81"49.21"54.72"9.43"35.83"88.32"37.80"41.98".75"Ø (TYP.-4)(SEE NOTE 2)NOTE:1.SEE NOTE #31 ON SHEETGN-2 FOR CABINET NOTES.2.ANCHOR TO CONCRETE WITH(4) 1/2"Ø HILTI KWIK BOLTTZ WITH 3-1/4" EFFECTIVEEMBEDMENT.TESLA SUPERCHARGERENCLOSURE DATA: IP67 - NEMA 4WEIGHT: 3307 LBS.MINIMUM CLEARANCE: OVERHEAD:3'-0"SIDE:0'-6"FRONT:6'-0"REAR:0'-6"FRONT VIEWSIDE VIEWTOP VIEWSERVICE AREAPROPOSED 5/8" HILTI HIT-Z-RSTAINLESS STEEL RODS WITH HILTIHIT-HY-200 ADHESIVES WITH7-1/2" EFFECTIVE EMBEDMENT(TYP.-4)1'-10"DC BUS- UP TO (10) 3"CONDUIT (AS NEEDED TOFEED 'STAR-CENTER'MASTER CABINET)DC POST-(4) 4"CONDUITAC-(3) 3"CONDUITCONDUITOPENING(6) #5 BARSEQUALLY SPACED(1) #5 BARS#5 BARS ATEACH CORNER(2) #5 BARS(2) #5 BARS(4) #5 BARSEQUALLY SPACED(1) #5 BARSNOTES:1.SEE CONCRETE NOTES ON SHEET GN-1.2.DETAIL SHOWN AS TYPICAL FOR (1) V3 SUPERCHARGER CABINET.PAD TO BE INCREASED AS NEEDED FOR ADDITIONAL CABINETS ORELECTRICAL EQUIPMENT.3.CONTRACTOR TO PROVIDE A MIN OF 6" OF COMPACTED CRUSHEDSTONE FOR CAPILARY BREAK AND CONSTUCTION CONTROL UNDERALL CONCRETE SLABS. CONTRACTOR SHALL IDENTIFY POORDRAINING SOILS AND PROVIDE ADDITIONAL COMPACTED, WELLGRADED COURSE-GRANED SOIL BACKFILL TO FROST DEPTH.CONTRACTOR TO NOTIFY TESLA CM AND ENGINEER. CAST IN PLACEPLAN (OPTION#1)SCALE:3/8"=1' FOR 11"x17"3/4"=1' FOR 22"x34"0'1'2'3'2V3 CABINET FOUNDATION PLANCONDUITOPENING5'-3"0'-9"3'-6"0'-4"0'-5"PROPOSED 8" THICK, 4000PSI CONCRETE PAD3/4" CHAMFER(TYP.- ALL SIDES)V3 METAL GUIDETEMPLATEPROPOSED 6" CLEANCOMPACTED GRAVEL(SEE NOTE 3)PROPOSEDGRADEPREPARED SUBGRADE(95% STANDARD PROCTOR)PROPOSED 8" CONCRETE PAD(OPTION #1:CAST IN PLACE)(OPTION #2:PRECAST)0'-8"COMMUNICATIONCABLE (CAT5E) IN1" CONDUITPROPOSED 1/2"Ø HILTIKWIK BOLT TZ WITH3-1/4" EFFECTIVEEMBEDMENT (TYP.-4)CAST IN PLACE REBARPLAN (OPTION#1)PRECAST PLAN(OPTION#2)5'-3 3/8"3'-8 1/2"2'-8 11/16"9 5/8"EASED EDGER 1/2" ALLOUTSIDE EDGES(4) 5/8"Øx6" LOOPINSERT8"PRECAST SECTION(OPTION#2)HEBA-T ANCHORFOR LIFTINGV3 CONCRETECABINET BASE(P/N 1648207-00-A)V3 CONCRETECABINET BASE(P/N 1648207-00-A)V3 SUPERCHARGERCABINET (3307 LBS.)3/4" CHAMFER(TYP.- ALL SIDES)2'-6"1'-9"6" CRUSHEDSTONE 0RGRAVEL1"-2"CAST IN PLACE (OPTION#1)& PRECAST (OPTION#2)6/4/21
SHEET NUMBERSHEET TITLESUBMITTALSAPPROVED BY:CHECKED BY:MFTBBRREV.DATEDESCRIPTIONDRAWN BY:SKRDewberry Engineers Inc.99 SUMMER STREETSUITE 700BOSTON, MA 02110PHONE: 617.695.3400FAX: 617.695.3310PROJECT #:50122039JOB #:50122076A12/18/20ISSUED FOR 50% REVIEW3500 DEER CREEK ROADPALO ALTO, CA 94304(650) 681-5000SITE NAME:WINCHESTER VA-SHEETZ #207(TRT ID: 15219)SITE ADDRESS:1683 BERRYVILLE PIKEWINCHESTER, VA 22602B12/22/20ISSUED FOR 50% REVIEWC12/22/20ISSUED FOR 50% REVIEWD03/03/21ISSUED FOR 90% REVIEW003/29/21FOR CONSTRUCTION104/13/21FOR CONSTRUCTION206/04/21FOR CONSTRUCTIONC-6CONSTRUCTIONDETAILS-IIGRADESCALE:N.T.S.1CONCRETE PAD DETAIL#5 BARS @ 12"O.C.EACH WAYPROPOSED 8" THICK, 4000PSI CONCRETE PADSEE TABLE FOR PAD SIZE3/4" CHAMFER(TYP.- ALL SIDES)PREPARED SUBGRADE(95% STANDARD PROCTOR)6"3"8"PROPOSED COMPACTED CLEANGRAVEL (SEE NOTE 2)6"Ø SCH. 40 STEEL PIPE WITHSLIP COVERFILL WITH CONCRETE& CROWNPROPOSEDTESLA SIGNCAP SIGNPOST AT TOP3'-0"3'-0"6'-0"1'-6"4'-0"4000 PSICONCRETE38" DIAMETER ALUMINUM SECURITY PINBOLT RIVET WITH 34" DIAMETER DOMEHEAD FLANGE AND 0.330" GRIP LENGTH0'-3"SCALE: N.T.S.CONCRETE BOLLARD& SIGN DETAIL4ExistingConcrete CurbADD WEEP HOLE ATBOTTOM OF POSTLOAM & SEEDHSS 2-1/2"x2-1/2"x1/8"STEEL POST, POWDER COATGREYEPOXY BEAD BETWEENPOST & SIGN2C-46"Ø SCH. 40 STEEL PIPE WITHSLIP COVERFILL WITH CONCRETE &CROWNGrade3'-0"TESLA4'-0"1'-6"0'-3"SCALE:N.T.S.3CONCRETE BOLLARD DETAIL4000 PSICONCRETEPER UTILITYREQUIREMENTSSCALE:N.T.S.2TYP. BURIED CONDUIT TRENCH DETAILS6 ML YELLOWWARNING TAPENATIVE SODHAND TAMPED 1/2"GRANULAR BACKFILL18"6"UNDISTURBED SOIL(TYP.)CLEAN GRANULAR BACKFILL, 6"LIFT MAXIMUM, PLATE TAMP(1/2") 95% COMPACTION MIN.NATIVE BACKFILLCONCRETE SIDEWALK (MATCHEXISTING WHERE NEEDED)STONE BED (MATCHEXISTING)ExistingGrade12"12"2" MAXMILL AND REPLACE WITHBITUMINOUS PAVEMENT SURFACECOURSE, (2") I-5REPLACE EXISTING BASE WITHBITUMINOUS PAVEMENT BASECOURSE, (4") I-26" DENSE GRADEDAGGREGATE BASE COURSEPER TABLEMINIMUM CENTER TO CENTERCONDUIT SPACINGAC (PRIMARY)7.5" O.C.AC (SECONDARY/FEEDERS)7.5" O.C.DC (BUSS)7.5" O.C.PER TABLECONDUIT (TYP.)(SIZE & NUMBERPER SCHEDULE)DC (POST) *(CLUSTER OF 4 CONDUITS)24" O.C. *4" DC POST CONDUIT(TYP.-CLUSTER OF 4)24" *NOTES:1.IF FREE OF ORGANIC OR OTHER DELETERIOUSMATERIAL, EXCAVATED MATERIAL MAY BE USED FORBACKFILL.2.IF NOT, PROVIDE CLEAN, COMPACTIBLE MATERIAL.COMPACT IN 8" LIFTS. REMOVE ANY LARGE ROCKSPRIOR TO BACKFILLING. CONTRACTOR TO VERIFYLOCATION OF EXISTING U/G UTILITIES PRIOR TODIGGING.3.CONCRETE ENCASE CONDUIT WHEN TRENCHING UNDERSITE ACCESS ROAD.4.ANY PAVEMENT DAMAGE DURING CONSTRUCTION SHALLBE REPAIRED OR REPLACED BY THE CONTRACTOR TOPRE CONSTRUCTION CONDITIONS OR BETTER.5.MAINTAIN 12" SEPARATION MIN. BETWEEN AC OR DCCONDUCTORS AND COMMUNICATION CABLES.6.CONFIRM ALL DEPTHS W/UTILITY & NEC PRIOR TOCONSTRUCTION.T.B.D.* 6" OF SEPARATION IS ALLOWED WHEN A FLUIDIZEDTHERMAL BACKFILL WITH A RHO OF 60 °C-dm/W ORLESS WITH A MINIMUM HEIGHT OF 12" ABOVE THECONDUIT IS UTILIZED.L (LENGTH)W (WIDTH)T (THICKNESS)8"3'-6"SUPERCHARGERS15'-0"NOTES:1.SEE CONCRETE NOTES ON SHEET GN-1.2.CONTRACTOR TO PROVIDE A MIN OF 6" OF COMPACTED CRUSHEDSTONE FOR CAPILARY BREAK AND CONSTUCTION CONTROL UNDERALL CONCRETE SLABS. CONTRACTOR SHALL IDENTIFY POORDRAINING SOILS AND PROVIDE ADDITIONAL COMPACTED, WELLGRADED COURSE-GRANED SOIL BACKFILL TO FROST DEPTH.CONTRACTOR TO NOTIFY TESLA CM AND ENGINEER. 6/4/21
SHEET NUMBERSHEET TITLESUBMITTALSAPPROVED BY:CHECKED BY:MFTBBRREV.DATEDESCRIPTIONDRAWN BY:SKRDewberry Engineers Inc.99 SUMMER STREETSUITE 700BOSTON, MA 02110PHONE: 617.695.3400FAX: 617.695.3310PROJECT #:50122039JOB #:50122076A12/18/20ISSUED FOR 50% REVIEW3500 DEER CREEK ROADPALO ALTO, CA 94304(650) 681-5000SITE NAME:WINCHESTER VA-SHEETZ #207(TRT ID: 15219)SITE ADDRESS:1683 BERRYVILLE PIKEWINCHESTER, VA 22602B12/22/20ISSUED FOR 50% REVIEWC12/22/20ISSUED FOR 50% REVIEWD03/03/21ISSUED FOR 90% REVIEW003/29/21FOR CONSTRUCTION104/13/21FOR CONSTRUCTION206/04/21FOR CONSTRUCTIONE-1ELECTRICALONE-LINE DIAGRAMNOTES:1.NEUTRAL MUST BE INCLUDED FOR PROPER OPERATION OF TESLA SUPERCHARGERS.2.NEUTRAL IS NOT TO BE BONDED TO EQUIPMENT GROUND.3.ALL CONDUCTORS TO RECEIVE ANTI-OXIDATIVE COATING DURING INSTALLATION.4.CONDUCTOR LENGTHS ARE ESTIMATES ONLY. FINAL CONDUCTOR ROUTING PATH ANDLENGTHS SHALL BE DETERMINED BY THE CONTRACTOR IN THE FILED BASED ON PHYSICALMEASUREMENTS. CONTRACTOR TO ORDER CONDUCTORS BASED ON FIELD MEASUREMENTS(MUST BE APPROVED BY TESLA INSTALLATION MANAGER).5.ALL ELECTRICAL WORK AND RELATED ACTIVITIES PREFORMED ON-SITE SHALL BE DONE INACCORDANCE WITH NATIONAL ELECTRIC CODE (NEC) AND UTILITY COMPANY STANDARDS.6.DC RUN LENGTH MAXIMUM IS 320' INCLUDING BURIED DEPTH. ANY DC RUN LENGTHSOVER THE MAXIMUM SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF TESLA.7.UTILITY EQUIPMENT INSTALLATIONS AND PREP WORK SHALL BE COORDINATED WITH THEAPPROPRIATE UTILITY ENGINEER AT TIME OF PRE CONSTRUCTION MEETING TO ENSUREACCURACY OF INSTALLATION.8.UTILITY CONDUITS, CONNECTORS, TRANSFORMER PAD & TRANSFORMER FOUNDATION TO BEINSTALLED PER UTILITY SPECIFICATION. CONFIRM LATEST SPECIFICATIONS PRIOR TOCONSTRUCTION.9.EXISTING UNDERGROUND UTILITIES LOCATED WITHIN AREA OF PROPOSED TRENCH &EQUIPMENT SITE AREA. HAND DIG AND RELOCATE AS REQUIRED.10.CONTRACTOR RESPONSIBLE FOR ALL TRAFFIC SAFETY MEASURES THROUGHOUT DURATIONOF CONSTRUCTION. COORDINATE ANY ACCESS ROAD CLOSURES W/OWNER.SCALE:N.T.S.1SYSTEM ONE-LINE DIAGRAMSERVICE SWITCHBOARD SS-TESLA DISTRIBUTIONPROPOSED 1200A SERVICE BUSEQUIPMENT 480/277V, 3Ø, 4W, 65KAIC,NEMA 3R, LOCKABLE 'EV1-MLO'600A, 3PSUPERCHARGERCABINET #1SUPERCHARGERCABINET #2600A, 3PINTEGRAL DISCONNECT FOREACH CHARGING PORT FORSERVICING OF EQUIPMENT1A1B1C1D2A2B2C2DPROPOSED VEHICLECHARGING POSTS.(TYP.-4 PERSUPERCHARGER)UTILITY TRANSFORMER480/277V, 3Ø, 4W,SECONDARY(BY UTILITY)12SITE MASTERCONTROLLERAC BUSINTERGRAL FUSINGON INPUT SIDEAC/DCCONVERTERMCT'S INTRANSFORMER(BY UTILITY)METER ATTRANSFORMER(BY UTILITY)NEUTGRNDMANUFACTURER-PROVIDEDMAIN BONDING JUMPER PERNEC 250.24(A)(4), 250.28(C),250.8(A)(7)#4 AWG BARE Cu GROUNDINGELECTRODE CONDUCTOR PER NEC250.66(B)CONCRETE ENCASED ELECTRODEPER NEC 250.52(A)(3) OR (2)#6 AWG BARE Cu GROUNDINGELECTRODE CONDUCTOR PER NEC250.66(A)GROUNDING ELECTRODE 5/8"x8'-0"COPPER GLAD GROUND RODINSTALLATION PER NEC 250.52(A)(5),250.53(A) & 250.68MAIN LUGSBREAKER TRIPSETTINGS600A 80% SUPERCHARGER BREAKER:(EATON PDG33M0600TFAN)THERMAL: FixedLi = Inst = 5#3/0CUUTILITY S.O.W. RESPONSIBILITIESSCOPE OF WORKBY:PROVIDE & INSTALL PRIMARY CONDUCTORSPROVIDE & INSTALL TRANSFORMERPROVIDE & INSTALL PRIMARY TRENCHING,CONDUITS & PULL BOXES (AS REQUIRED)PROVIDE & INSTALL SECONDARY CONDUCTORSPROVIDE & INSTALL SECONDARY TRENCHING,CONDUITS & PULL BOXES (AS REQUIRED)UTILITYCONTRACTORCONTRACTORPROVIDE & INSTALL METER, WIRING AND CT'S INTRANSFORMERUTILITYUTILITY43754620A, 1PMAKE PRIMARY CONNECTIONS AT TRANSFORMERUTILITYMAKE SECONDARY CONNECTIONS AT TRANSFORMERCONTRACTORUTILITYPROVIDE & INSTALL TRANSFORMER PAD &ASSOCIATED GROUNDINGCONTRACTOR12DC CHARGING POST LENGTHSCHARGE POSTSUPERCHARGERLINEAR LENGTH27'2,868'717'1A1B1C2A2B2CTOTAL LENGTH OF DC AL WIRE**:TOTAL LENGTH OF CU GROUND & COMM CABLE WIRE:ESTIMATED LENGTH*(+22')49'63'73'97'107'117'2D127'1D81'LINEAR LENGTHUTILITY TRANS. TOSWITHGEAR16'TOTAL LENGTH OF AC AL WIRE:NUMBER OF WIRE FILLED CONDUIT:TOTAL LENGTH OF AL WIRE*:ESTIMATED LENGTH(+22')38'152'4608'AC SERVICE LENGTHSLINEAR LENGTHTOTAL LENGTH OF AC AL WIRE**:NUMBER OF WIRE SETS:TOTAL LENGTH OF AL WIRE***:296'2592'14'39'ESTIMATED LENGTH*SWITCHGEAR TOSUPERCHARGER #110'35'SECONDARY SERVICE LENGTHSSWITCHGEAR TOSUPERCHARGER #2TOTAL LENGTH OF #1/0 Cu GROUND:148'41'51'59'75'85'95'105'NOTES:1.SEE SHEET E-1 FOR WIRE CONFIGURATION.* TOTAL LENGTH OF AC WIRE = X 4 WIRES PER CONDUIT X ESTIMATED LENGTH X NUMBER OF FILLED CONDUITSNOTES:* AC CONDUCTORS: 25 FT IS ADDED TO THE HORIZONTALRUN LENGTH TO ACCOUNT FOR BURIED DEPTH &TRANSITIONS.**ESTIMATED LENGTH OF Al WIRE = SUM OF ESTIMATED LENGTH X 4 WIRES PER CONDUIT***LENGTH OF AL WIRE PER BREAKER = ESTIMATED TOTALLENGTH OF AL WIRE X # WIRE FILLED CONDUITNOTES:1.ANY DC RUN OVER 320' SHALL BE BROUGHT TO THE ATTENTION OF TESLA CM.*22 FT IS ADDED TO THE HORIZONTAL RUN LENGTH TO ACCOUNT FOR BURIEDDEPTH & TRANSITIONS.**ESTIMATED LENGTH OF DC Cu WIRE = SUM OF ESTIMATED LENGTHX 4 WIRES PER SUPERCHARGERCONTRACTORPROVIDE & INSTALL H-FRAME, DISCONNECTS,MASTER CONTROLLER, UTILITY TROUGHPROPOSED UNDERGROUNDPRIMARY 6" CONDUIT TOPROPOSED TRANSFORMER(100'±)SERVICE ELECTRICAL CIRCUIT SCHEDULEFROMTOCONFIGURATION123NO:456PROPOSED TESLASUPERCHARGERPROPOSED TESLAPOST (TYP.-8)UTILITY TRANSFORMERPROPOSED SERVICEEQUIPMENT: INCOMINGPROPOSED SERVICEEQUIPMENT: I-LINE PANEL(600A, 80% RATED)PROPOSED TESLASUPERCHARGER (TYP.-2)DC BUS BETWEENPROPOSED SUPERCHARGERSDC BUS BETWEENPROPOSEDSUPERCHARGERS(2) #12 & (1) #12G[2 SETS](3) 500MCM AL (THWN-2)(1) 500MCM AL (THWN-2) NEUT(1) #1 CU GROUNDIN 4" PVC CONDUITPROPOSED SERVICEEQUIPMENT: INCOMING[4 SETS](3) 500MCM AL (THWN-2) & (1)500MCM AL (THWN-2) NEUT IN 4"CONDUIT[1 SET PER POST](4) 350MCM AL (XHHW-2) (1000VRATED), (1) #1 AWG CU EGC &SHIELDED (600V RATED) COMM CABLE(PER TESLA) IN 4" PVC CONDUIT[2 SETS](2) 600MCM AL (XHHW-2)(1) 1/0 CU GROUND &(1) 3/0 AWG AL DC MID(1000V RATED) IN 3" PVCPROPOSED SERVICEEQUIPMENT: I-LINE PANELFACTORY INSTALLED BUSS7SITE CONTROLLERCAT5E IN 1" CONDUITSUPERCHARGER (TYP.)SITE CONTROLLERPROPOSED SERVICEEQUIPMENT: I-LINE PANELPROPOSEDJUNCTION BOXUTILITY TO TAP EXISTINGUNDERGROUND PRIMARYExisting UndergroundPrimaryPROVIDE & INSTALL JUNCTION BOXUTILITY6/4/21
SHEET NUMBERSHEET TITLESUBMITTALSAPPROVED BY:CHECKED BY:MFTBBRREV.DATEDESCRIPTIONDRAWN BY:SKRDewberry Engineers Inc.99 SUMMER STREETSUITE 700BOSTON, MA 02110PHONE: 617.695.3400FAX: 617.695.3310PROJECT #:50122039JOB #:50122076A12/18/20ISSUED FOR 50% REVIEW3500 DEER CREEK ROADPALO ALTO, CA 94304(650) 681-5000SITE NAME:WINCHESTER VA-SHEETZ #207(TRT ID: 15219)SITE ADDRESS:1683 BERRYVILLE PIKEWINCHESTER, VA 22602B12/22/20ISSUED FOR 50% REVIEWC12/22/20ISSUED FOR 50% REVIEWD03/03/21ISSUED FOR 90% REVIEW003/29/21FOR CONSTRUCTION104/13/21FOR CONSTRUCTION206/04/21FOR CONSTRUCTIONE-2SWITCHGEAR DETAILSCALE:N.T.S.1SWITCHGEAR DETAILPROPOSED 1/2"Ø HILTI KWIKBOLT TZ WITH 3-1/4"EFFECTIVE EMBEDMENT (TYP.-8)6/4/21
SHEET NUMBERSHEET TITLESUBMITTALSAPPROVED BY:CHECKED BY:MFTBBRREV.DATEDESCRIPTIONDRAWN BY:SKRDewberry Engineers Inc.99 SUMMER STREETSUITE 700BOSTON, MA 02110PHONE: 617.695.3400FAX: 617.695.3310PROJECT #:50122039JOB #:50122076A12/18/20ISSUED FOR 50% REVIEW3500 DEER CREEK ROADPALO ALTO, CA 94304(650) 681-5000SITE NAME:WINCHESTER VA-SHEETZ #207(TRT ID: 15219)SITE ADDRESS:1683 BERRYVILLE PIKEWINCHESTER, VA 22602B12/22/20ISSUED FOR 50% REVIEWC12/22/20ISSUED FOR 50% REVIEWD03/03/21ISSUED FOR 90% REVIEW003/29/21FOR CONSTRUCTION104/13/21FOR CONSTRUCTION206/04/21FOR CONSTRUCTIONG-1& DETAILSGROUNDINGSCHEMATICGRNDNEUGROUND LUG TERMINATION DETAIL1GROUNDING SCHEMATIC#3/0 CuPER NEC250.66MANUFACTURER-PROVIDED MAINBONDING JUMPER PER NEC250.24(A)(4), 250.28(C),250.8(A)(7)#4 AWG BARE CuGROUNDING ELECTRODECONDUCTOR PER NEC250.66(B)CONCRETE ENCASEDELECTRODE PER NEC250.52(A)(3) OR (2)#6 AWG BARE Cu GROUNDINGELECTRODE CONDUCTOR PER NEC250.66(A)GROUNDING ELECTRODE 5/8"x8'-0" WITH12" MIN. DEPTH COPPER GLAD GROUND RODINSTALLATION PER NEC 250.52(A)(5),250.53(A) & 250.68PROPOSED 4"UNDERGROUND CONDUIT(TYP.)#1 AWG COPPEREQUIPMENT GROUNDINGCONDUCTORPROPOSED 4"UNDERGROUND CONDUIT#1 AWG COPPEREQUIPMENT GROUNDINGCONDUCTOR (TYP.)#12 AWG GND WITHIN TESLAPROVIDED COMM CABLE (TYP.)(TO COMM TERMINATIONS STRIP)TELSA CHARGING POST(TYP.)VEHICLE CONNECTOR(TYP.)#3 AWG COPPEREQUIPMENT GROUNDINGCONDUCTOR (TYP.)TELSASUPERCHARGER(TYP.)FACTORY INSTALLEDGROUND BAR (TYP.)#1 AWG COPPER EQUIPMENTGROUNDING CONDUCTOR(CHARGE POST A)#1 AWG COPPER EQUIPMENTGROUNDING CONDUCTOR#6 AWG EARTH GROUND COPPERGROUNDING ELECTRODE CONDUCTOR FOREMC (GROUND ROD)#3 AWG CAPABLE COPPEREQUIPMENT GROUND LUG(CONTRACTOR PROVIDED LUG)(TYP.)CHASSIS MOUNTGROUND BAR(TYP.)SCALE: N.T.S.CADWELD CONNECTIONS(OR APPROVED EQUAL)BURNDY CONNECTIONS(OR APPROVED EQUAL)PARALLEL HORIZONTALCONDUCTORSPARALLEL THROUGHCONNECTION OF HORIZONTALTYPE PTTHROUGH CABLE TOGROUND RODTHROUGH CABLE TO TOPOF GROUND ROD TYPE GTHORIZONTAL SPLICESPLICE OF HORIZONTALCABLESHORIZONTAL STEEL SURFACETO FLAT STEEL SURFACE ORHORIZONTAL PIPE TYPE HSVERTICAL STEEL SURFACECABLE DOWN AT 45° TOVERTICAL STEEL SURFACEINCLUDING PIPE TYPE VSVERTICAL PIPECABLE DOWN AT 45° TORANGE OF VERTICALPIPES TYPE VS"C" CONNECTORHYPRESS TYPE YGHCBOND JUMPERFIELD FABRICATED GREENSTRANDED INSULATED TYPE2-YA-2COPPER LUGSTWO HOLE - LONGBARREL LENGTH TYPEYA-2SCALE:N.T.S.2GROUND CONNECTION DETAILS#1 AWG COPPER EQUIPMENTGROUNDING CONDUCTOR(CHARGE POST C)#1 AWG COPPER EQUIPMENTGROUNDING CONDUCTOR(CHARGE POST D)#1 AWG COPPER EQUIPMENTGROUNDING CONDUCTOR(CHARGE POST B)480V MAIN BREAKERGRADESEE NOTE 13CONCRETE ENCASED ELECTRODE DETAILNOTE:1.REBAR BONDED TOGETHER WITH STEEL TIE WIRES.PROPOSEDCONCRETE PAD#4 AWG COPPER EQUIPMENTGROUNDING CONDUCTORNON-METALLIC PROTECTIVESLEEVELISTED CONNECTIONSCALE: N.T.S.6/4/21