SUPERCHARGING STATION - Madison, Wisconsin · 2017-07-27 · black & veatch 6800 w 115th st, suite 2292 overland park, ks 66211 (913) 458-2000 title sheet & project data t-1 madison

REV DESCRIPTIONDATE

CHECKED BY:

DRAWN BY:

PROJECT NO:

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.

SHEET NUMBER

SHEET TITLE

3500 DEER CREEK RD

PALO ALTO, CA 94304

(650) 681-5000

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MOTORS, INC.

192745

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CNS

A 12/07/16 ISSUED FOR 50% REVIEW

B 09/24/17 RE-ISSUED FOR 50% REVIEW

C 05/09/17 RE-ISSUED FOR 50% REVIEW

D 06/02/17 RE-ISSUED FOR 100% REVIEW

E 06/07/17 RE-ISSUED FOR 100% REVIEW

WI009_MADISON

MADISON

3801 E WASHINGTON AVE

MADISON, WI 53704

R

BLACK & VEATCH

6800 W 115th St, Suite 2292

OVERLAND PARK, KS 66211

(913) 458-2000

TITLE SHEET &

PROJECT DATA

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MADISON

WI009_MADISON


MADISON, WI 53704

ZONING INFORMATION

PERMITTING JURISDICTION: CITY OF MADISON

ZONING CLASS: SS-1

SUPERCHARGING STATION

ENGINEER OF RECORD

CALL BEFORE YOU DIG

LOCATION MAPAREA MAP

SITE INFORMATION APPLICABLE CODES PROJECT DESCRIPTION

DO NOT SCALE DRAWINGS

CONTRACTOR NOTE

ZONING INFORMATION

FLOOD HAZARD AREA NOTE

DRAWING INDEX

SHEET NO: SHEET TITLE

FOR REFERENCE ONLY

EQUIPMENT DETAILS

A-6

FENCE DETAILSA-8

ELECTRICAL DETAILS

E-5

INSTALL (4) TESLA SUPERCHARGER CABINETS

INSTALL (8) TESLA CHARGING STATIONS

INSTALL (1) QED SWITCHGEAR ASSEMBLY

INSTALL (1) UTILITY TRANSFORMER

INSTALL (1) PEDESTRIAN LIGHT POLE AND FIXTURE

A-7

ALL WORK SHALL COMPLY WITH THE FOLLOWING APPLICABLE CODES:

2011 WISCONSIN COMMERCIAL BUILDING CODE

IBC 2009 WISCONSIN MECHANICAL CODE

NEC 2008 WISCONSIN ELECTRICAL CODE

IBC 2009 WISCONSIN STRUCTURAL CODE

IBC 2009 MFPA-1 WISCONSIN FIRE/LIFE SAFETY CODE

WISCONSIN COMMERCIAL BUILDING CODE

ADA STANDARDS (WISCONSIN COMMERCIAL BUILDING CODE)

IN THE EVENT OF CONFLICT, THE MOST RESTRICTIVE CODE SHALL

PREVAIL

UNDERGROUND SERVICE ALERT

UTILITY NOTIFICATION CENTER OF WISCONSIN

811 OR 1-800-242-8511

3 WORKING DAYS UTILITY NOTIFICATION PRIOR TO CONSTRUCTION

ROBLEY A. EVANS

PE # 37439-006

BLACK & VEATCH CORPORATION

ETITLE SHEET & PROJECT DATA

GENERAL NOTES 1GN-1

GENERAL NOTES 2GN-2

OVERALL SITE PLANA-1

DEMOLITION SITE PLANA-2

ELECTRICAL DETAILS

E-1

ELECTRICAL DETAILS

E-2

GROUNDING DETAILSG-1

GROUNDING DETAILSG-2

ENLARGED PROPOSED EQUIPMENT LAYOUT

A-3

STRUCTURAL DETAILSS-1

PROPOSED SITE PLAN

A-4

ELECTRICAL DETAILS

E-3

E-4

ELECTRICAL PLAN

SITE ELEVATIONSA-5

SIGNAGE DETAILS

GENERAL NOTES 3GN-3

E-6

UTILITY PLAN

CONTRACTOR SHALL COMPLETE INSTALL PER

THE SIGNED AND SEALED SET OF DRAWINGS.

ANY NECESSARY DEVIATIONS FROM THE

DRAWINGS MUST BE SUBMITTED THROUGH AN

RFI REQUEST PROCESS WITH ENGINEERING

FOR AN APPROVAL PRIOR TO CONTRACTOR

PROCEEDING WITH A DEVIATION OF THE

SIGNED AND SEALED SET OF DRAWINGS.

T-1

CONTRACTOR SHALL VERIFY ALL PLANS,

EXISTING DIMENSIONS & CONDITIONS ON THE

JOB SITE & SHALL IMMEDIATELY NOTIFY THE

ENGINEER IN WRITING OF ANY DISCREPANCIES

BEFORE PROCEEDING WITH THE WORK.

THIS SITE IS LOCATED IN FLOOD ZONE "X".

NO BASE FLOOD ELEVATION.

AREA DETERMINED TO BE OUTSIDE 500-YEAR

FLOOD PLAIN.

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POWER COMPANY:

MADISON GAS & ELECTRIC

CONTACT: KEITH VANDEN WYMELENBERG

(608) 235-0284

COUNTY:

DANE

LATITUDE (NAD83):

43° 7' 9.30" N

43.11925°

LONGITUDE (NAD83):

89° 19' 9.36" W

-89.31927°

PROPERTY OWNER:

HY-VEE, INC.

5820 WESTOWN PARKWAY

WEST DES MOINES, IW 50266

(515) 453-2795

EQUIPMENT SUPPLIER:

TESLA MOTORS, INC.

3500 DEER CREEK RD

PALO ALTO, CA 94304

(650) 681-5000

CONTACT ENGINEER:

RUSSELL POLLOM

(913) 458-6274

[email protected]

EXISTING SITE ADDRESS:


MADISON, WI 53704

PROPOSED TESLA EV SITE ADDRESS:


MADISON, WI 53704

SITE

SITE

PROPERTY SURVEY

STRUCTURAL DETAILSS-2 E

LANDSCAPING PLANLS-1 E

LANDSCAPING DETAILS AND PLANT SCHEDULELS-2 E

GENERAL CONSTRUCTION NOTES GENERAL CONSTRUCTION NOTES CONT.

ELECTRICAL NOTES

ELECTRICAL NOTES CONT.

1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY

GENERAL CONTRACTOR: OVERLAND CONTRACTING INC. (BLACK & VEATCH)

CONTRACTOR: (CONSTRUCTION)

OWNER: TESLA

2. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS.

3. THE GENERAL CONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE THEMSELVES WITH

ALL CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS. GENERAL

CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL CONTRACT

DOCUMENTS, FIELD CONDITIONS, DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE

ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES

SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF

WORK.

4. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL

APPLICABLE CODES, REGULATIONS, AND ORDINANCES. GENERAL CONTRACTOR SHALL ISSUE

ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS,

AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF WORK.

5. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY

COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES, AND

APPLICABLE REGULATIONS.

6. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT,

APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED

ON THE DRAWINGS.

7. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE

ONLY UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS

OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE.

THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS

REGARDING THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR

OBTAINING A CLARIFICATION FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK.

DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT

JOB DIMENSIONS OR CONDITIONS AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF

WORK AND PREPARED BY THE ENGINEER PRIOR TO PROCEEDING WITH WORK.

8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH

MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE.

9. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE

CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE

ENGINEER PRIOR TO PROCEEDING.

10. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA,

ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK

UNDER THIS CONTRACT. WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS AND THE LOCAL

JURISDICTION.

11. THE GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH

OTHER DISCIPLINES.

12. CONSTRUCTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED

WORKMAN IN ACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE.

13. WORK PREVIOUSLY COMPLETED IS REPRESENTED BY LIGHT SHADED LINES AND NOTES. THE

SCOPE OF WORK FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES.

CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF ANY EXISTING CONDITIONS THAT

DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION.

14. THE CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48

HOURS PRIOR TO COMMENCEMENT OF WORK.

15. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS,

LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S

EXPENSE TO THE SATISFACTION OF THE OWNER.

16. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF

CONSTRUCTION.

17. THE GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND

CONTRACTORS TO THE SITE AND/OR BUILDING.

18. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE

DURATION OF CONSTRUCTION UNTIL JOB COMPLETION.

19. THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF

PLANS WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES.

20. THE CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT

LESS THAN 2-A OT 2-A:10-B:C AND SHALL BE WITHIN 25 FEET OF TRAVEL DISTANCE TO ALL

PORTIONS OF WHERE THE WORK IS BEING COMPLETED DURING CONSTRUCTION.

21. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE

PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK,

SHALL BE RELOCATED AS DIRECTED BY THE ENGINEER. EXTREME CAUTION SHOULD BE USED BY

THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. THE

CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS SHALL

INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION, B) CONFINED SPACE, C) ELECTRICAL

SAFETY, AND D) TRENCHING & EXCAVATION.

22. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH

INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED, CAPPED, PLUGGED OR

OTHERWISE DISCONNECTED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF

THE WORK, AS DIRECTED BY THE ENGINEER, AND SUBJECT TO THE APPROVAL OF THE OWNER

AND/OR LOCAL UTILITIES.

23. THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE

EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO

PREVENT EROSION.

24. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION.

EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN

CONFORMANCE WITH THE FEDERAL AND LOCAL JURISDICTION FOR EROSION AND SEDIMENT

CONTROL.

25. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN

MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT.

26. THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95

PERCENT STANDARD PROCTOR DENSITY UNDER PAVEMENT AND STRUCTURES AND 80 PERCENT

STANDARD PROCTOR DENSITY IN OPEN SPACE. ALL TRENCHES IN PUBLIC RIGHT OF WAY SHALL

BE BACKFILLED WITH FLOWABLE FILL OR OTHER MATERIAL PRE-APPROVED BY THE LOCAL

JURISDICTION.

27. ALL NECESSARY RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE

REMOVED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER.

28. ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, AND

OTHER DOCUMENTS SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION

OF CONSTRUCTION AND PRIOR TO PAYMENT.

29. THE CONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS-BUILT REDLINES TO THE GENERAL

CONTRACTOR UPON COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT.

30. THE CONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION.

31. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR

SEWER SERVICE, AND IS NOT FOR HUMAN HABITATION (NO HANDICAP ACCESS REQUIRED).

32. NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED.

33. CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS

REQUIRED FOR CONSTRUCTION. IF CONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY

THE GENERAL CONTRACTOR IMMEDIATELY.

34. THE CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS.

35. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/OR

DRAWINGS PROVIDED BY THE SITE OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OF

ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION.

1. THE ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ANY/ALL ELECTRICAL WORK

INDICATED. ANY/ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH DRAWINGS AND ANY/ALL

APPLICABLE SPECIFICATIONS. IF ANY PROBLEMS ARE ENCOUNTERED BY COMPLYING WITH

THESE REQUIREMENTS, CONTRACTOR SHALL NOTIFY 'CONSTRUCTION MANAGER' AS SOON AS

POSSIBLE, AFTER THE DISCOVERY OF THE PROBLEMS, AND SHALL NOT PROCEED WITH THAT

PORTION OF WORK, UNTIL THE 'CONSTRUCTION MANAGER' HAS DIRECTED THE CORRECTIVE

ACTIONS TO BE TAKEN.

2. THE ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE THEMSELVES WITH

ANY/ALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATION INSTALLATION AND MAKE

PROVISIONS AS TO THE COST THEREOF. THE CONDITION OF EXISTING ELECTRICAL EQUIP., LIGHT

FIXTURES, ETC., THAT ARE PART OF THE FINAL SYSTEM, SHALL BE VERIFIED BY THE

CONTRACTOR, PRIOR TO THE SUBMITTAL OF HIS BID. FAILURE TO COMPLY WITH THIS

PARAGRAPH WILL IN NO WAY RELIEVE CONTRACTOR OF PERFORMING ALL WORK NECESSARY

FOR A COMPLETE AND WORKING SYSTEM.

3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC AND

ALL CODES AND LOCAL ORDINANCES OF THE LOCAL POWER COMPANIES HAVING JURISDICTION

AND SHALL INCLUDE BUT NOT BE LIMITED TO:

A. UL - UNDERWRITERS LABORATORIES

B. NEC - NATIONAL ELECTRICAL CODE

C. NEMA - NATIONAL ELECTRICAL MANUFACTURERS ASSOC.

D. OSHA - OCCUPATIONAL SAFETY AND HEALTH ACT

E. SBC - STANDARD BUILDING CODE

F. NFPA - NATIONAL FIRE PROTECTION ASSOCIATION

4. DO NOT SCALE ELECTRICAL DRAWINGS, REFER TO SITE PLANS AND ELEVATIONS FOR EXACT

LOCATIONS OF ALL EQUIPMENT, BUT CONFIRM WITH 'CONSTRUCTION MANAGER' ANY SIZES AND

LOCATIONS WHEN NEEDED.

5. EXISTING SERVICES: THE CONTRACTOR SHALL NOT INTERRUPT EXISTING SERVICES WITHOUT

WRITTEN PERMISSION OF THE OWNER.

6. THE CONTRACTOR SHALL PAY FOR ANY/ALL PERMITS, FEES, INSPECTIONS AND TESTING. THE

CONTRACTOR IS TO OBTAIN PERMITS AND APPROVED SUBMITTALS PRIOR TO THE WORK

BEGINNING OR ORDERING THE EQUIPMENT.

7. THE TERM "PROVIDE" USED IN CONSTRUCTION DOCUMENTS AND SPECIFICATIONS, INDICATES

THAT THE CONTRACTOR SHALL FURNISH AND INSTALL.

8. THE CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITY COMPANY ANY/ALL REQUIREMENTS

SUCH AS THE: LUG SIZE RESTRICTIONS, CONDUIT ENTRY, SIZE OF TRANSFORMERS, SCHEDULED

DOWNTIME FOR THE OWNERS' CONFIRMATION, ETC. ANY/ALL CONFLICTS SHALL BE BROUGHT TO

THE ATTENTION OF THE CONSTRUCTION MANAGER, PRIOR TO BEGINNING ANY WORK.

9. CONDUCTORS: CONTRACTOR SHALL USE 98% CONDUCTIVITY COPPER OR ALUMINUM WITH TYPE

(THWN-2) INSULATION, 600 VOLT, COLOR CODED UNLESS SPECIFIED DIFFERENTLY ON DRAWINGS.

10. ALL (THWN-2) WIRING INSTALLATIONS TO FOLLOW MANUFACTURER'S INSTRUCTIONS AND

RECOMMENDATIONS.

11. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED

HUBS IN WET/DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS.

12. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF THE CONSTRUCTION.

CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL

SYSTEM AND PROVIDE ALL REQUIREMENTS FOR THE EQUIPMENT TO BE PLACED IN PROPER

WORKING ORDER. CONTRACTOR IS TO PROVIDE ALL ELECTRICAL EQUIPMENT UNLESS

OTHERWISE DIRECTED.

13. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS,

WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIONAL AND

SUBJECT TO REGULATORY INSPECTION AND APPROVAL BY CONSTRUCTION MANAGER.

14. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE

PROGRESS OF CONSTRUCTION.

15. CONTRACTOR SHALL GUARANTEE ANY/ALL MATERIALS AND WORK FREE FROM DEFECTS FOR A

PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE.

16. THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ANY ADDITIONAL CHARGE

AND SHALL INCLUDE THE REPLACEMENT OR THE REPAIR OF ANY OTHER PHASE OF THE

INSTALLATION, WHICH MAY HAVE BEEN DAMAGED THEREIN.

17. ADEQUATE AND REQUIRED LIABILITY INSURANCE SHALL BE PROVIDED FOR PROTECTION

AGAINST PUBLIC LOSS AND ANY/ALL PROPERTY DAMAGE FOR THE DURATION OF WORK.

18. PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, BOXES, COVER PLATES AND

DEVICES FOR ALL OUTLETS AS INDICATED.

19. TRENCHING AND BACKFILL: THE CONTRACTOR SHALL PROVIDE FOR ALL UNDERGROUND

INSTALLED CONDUIT AND/OR CABLES INCLUDING EXCAVATION AND BACKFILLING AND

COMPACTION. REFER TO GENERAL SITE WORK NOTES.

20. MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE

NEW AND SHALL APPEAR ON THE LIST OF U.L. APPROVED ITEMS AND SHALL MEET OR EXCEED

THE REQUIREMENTS OF THE NEC, NEMA AND IEEE.

21. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURES CATALOG INFORMATION OF

ANY/ALL LIGHTING FIXTURES, SWITCHES AND ALL OTHER ELECTRICAL ITEMS FOR APPROVAL BY

THE CONSTRUCTION MANAGER PRIOR TO INSTALLATION.

22. ANY CUTTING OR PATCHING DEEMED NECESSARY FOR ELECTRICAL WORK IS THE ELECTRICAL

CONTRACTORS RESPONSIBILITY AND SHALL BE INCLUDED IN THE COST FOR WORK AND

PERFORMED TO THE SATISFACTION OF THE 'CONSTRUCTION MANAGER' UPON FINAL

ACCEPTANCE.

23. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL PANELS WITH ONLY TYPEWRITTEN

DIRECTORIES.

24. DISCONNECT SWITCHES SHALL BE H.P. RATED HEAVY-DUTY, QUICK-MAKE AND QUICK-BREAK

ENCLOSURES, AS REQUIRED BY EXPOSURE TYPE.

25. ALL CONNECTIONS EXCEPT THE EV CHARGE CABLE TERMINATION IN THE CHARGE POST SHALL

BE MADE WITH A PROTECTIVE COATING OF AN ANTI-OXIDE COMPOUND SUCH AS "NOALOX" BY

IDEAL INDUSTIAL INC., COAT ALL WIRE SURFACES BEFORE CONNECTING. EXPOSED ALUMINUM &

COPPER SURFACES, INCLUDING GROUND BARS, SHALL BE TREATED - NO SUBSTITUTIONS.

26. ALL EXTERIOR AND INTERIOR ABOVE GROUND CONDUIT SHALL BE RIGID UNLESS SPECIFIED

OTHERWISE. ALL BURIED CONDUITS SHALL BE SCH 40 PVC UNLESS SPECIFIED OTHERWISE.

27. RACEWAYS: CONDUIT SHALL BE SCHEDULE 40 PVC, MEETING OR EXCEEDING NEMA TC2 - 1990.

THE CONTRACTOR SHALL PLUG AND CAP EACH END OF SPARE AND EMPTY CONDUITS AND

PROVIDE TWO SEPARATE PULL STRINGS - 200 LBS TEST POLYETHYLENE CORD. ALL CONDUIT

BENDS SHALL BE A MINIMUM OF 3 FT. RADIUS. RGS CONDUITS WHEN SPECIFIED, SHALL MEET

UL-6 FOR GALVANIZED STEEL. ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED

RIGID CONDUIT. COAT ALL THREADS WITH 'BRITE ZINC' OR 'GOLD GALV'.

28. SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC.

29. CONNECTORS FOR POWER CONDUCTORS: CONTRACTOR SHALL USE PRESSURE TYPE

INSULATED TWIST-ON CONNECTORS FOR NO. 10 AWG AND SMALLER. USE SOLDERLESS

MECHANICAL TERMINAL LUGS FOR NO. 8 AWG AND LARGER.

30. THE CONTRACTOR SHALL PLACE TWO LENGTHS OF WARNING TAPE AT A DEPTH OF 12" BELOW

GROUND AND DIRECTLY ABOVE ELECTRICAL SERVICE CONDUITS. CAUTIONS TAPE TO READ

"CAUTION BURIED ELECTRIC".

31. WHEN DIRECTIONAL BORING IS REQUIRED, CONTRACTOR SHALL INSTALL A LOOSE TONING WIRE

WITHIN INSTALLED CONDUIT TO ALLOW FOR IDENTIFICATION OF UNDERGROUND CONDUITS.

32. ALL BOLTS SHALL BE STAINLESS STEEL.

33. ALL MATERIALS AND EQUIPMENT SUPPLIED AND INSTALLED BY THE CONTRACTOR SHOULD BE

NEW AND UNUSED.

REV DESCRIPTIONDATE

CHECKED BY:

DRAWN BY:

PROJECT NO:




DOCUMENT.

SHEET NUMBER

SHEET TITLE

3500 DEER CREEK RD

PALO ALTO, CA 94304

(650) 681-5000

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MOTORS, INC.

192745

AKJ

CNS






WI009_MADISON

MADISON


MADISON, WI 53704

R

BLACK & VEATCH

6800 W 115th St, Suite 2292


(913) 458-2000

GENERAL NOTES 1

GN-1

GENERAL SITE WORK NOTES

GENERAL SITE WORK NOTES CONT.REINFORCED CONCRETE NOTES

1. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS UNLESS

OTHERWISE NOTED; CONTINUOUS INSPECTION IS NOT REQUIRED.

SLUMP: 4" MIN./6" MAX.

AIR ENTRAINMENT: 4 1/2% - 7% BY VOLUME

2. REINFORCEMENT SHALL BE A NEW BILLET STEEL DEFORMED BARS CONFORMING TO ASTM

SPECIFICATION A615 GRADE 60. MAXIMUM COARSE AGGREGATE SIZE SHALL BE 3/4".

3. REINFORCEMENT SHALL COMPLY WITH THE LATEST EDITION OF ACI-318 FOR MINIMUM

CLEARANCES.

4. ALL EMBEDDED ITEMS SHALL BE SECURELY HELD IN POSITION PRIOR TO PLACEMENT OF

CONCRETE. ALL CONCRETE SHALL BE READY-MIXED IN ACCORDANCE WITH ASTM C94.

5. MAINTAIN TEMPERATURE OF CAST IN PLACE CONCRETE BETWEEN 50 DEGREES AND 90 DEGREES

FAHRENHEIT.

6. DO NOT USE RETEMPERED CONCRETE, OR ADD WATER TO READY-MIX CONCRETE AT THE JOB

SITE.

7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185.

8. EXCEPT AS DETAILED OR AUTHORIZED. MAKE BARS CONTINUOUS AROUND CORNERS. WHERE

PERMITTED, SPLICES MADE BY CONTACT LAPS SHALL BE CLASS "B" TENSION LAPS UNLESS

NOTED OTHERWISE.

9. DETAIL BARS IN ACCORDANCE WITH "ACI DETAILING MANUAL - 2004, PUBLICATION SP-66" AND

"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", ACI 318-08.

10. PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING.

PART 1 - GENERAL

CLEARING, GRUBBING, STRIPPING, EROSION CONTROL, SURVEY, LAYOUT, SUBGRADE PREPARATION

AND FINISH GRADING AS REQUIRED TO COMPLETE THE PROPOSED WORK SHOWN IN THESE PLANS.

1.1 REFERENCES:

A. DOT (STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY

CONSTRUCTION-CURRENT EDITION).

B. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS).

C. OSHA (OCCUPATION SAFETY AND HEALTH ADMINISTRATION).

1.2 INSPECTION AND TESTING:

A. GENERAL CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMANCE WITH THE PLANS AND

SPECIFICATIONS. PERFORM INSPECTIONS BEFORE CONCEALING WORK WITH FOLLOW-ON ACTIVITIES

(BACKFILL, CONCRETE POUR, ETC).

1.3 SITE MAINTENANCE AND PROTECTION:

A. PROVIDE ALL NECESSARY JOB SITE MAINTENANCE FROM COMMENCEMENT OF WORK UNTIL

COMPLETION OF THE CONTRACT.

B. AVOID DAMAGE TO THE SITE AND TO EXISTING FACILITIES, STRUCTURES, TREES, AND SHRUBS

DESIGNATED TO REMAIN. TAKE PROTECTIVE MEASURES TO PREVENT EXISTING FACILITIES THAT

ARE NOT DESIGNATED FOR REMOVAL FROM BEING DAMAGED BY THE WORK.

C. KEEP SITE FREE OF ALL PONDING WATER.

D. PROVIDE EROSION CONTROL MEASURES IN ACCORDANCE WITH STATE DOT, LOCAL PERMITTING

AGENCY AND EPA REQUIREMENTS.

E. PROVIDE AND MAINTAIN ALL TEMPORARY FENCING, BARRICADES, WARNING SIGNALS AND SIMILAR

DEVICES NECESSARY TO PROTECT AGAINST THEFT FROM PROPERTY DURING THE ENTIRE PERIOD

OF CONSTRUCTION. REMOVE ALL SUCH DEVICES UPON COMPLETION OF THE WORK.

F. EXISTING UTILITIES: DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED BY THE

OWNER OR OTHERS, EXCEPT WHEN PERMITTED IN WRITING BY THE CONSTRUCTION MANAGER AND

THEN ONLY AFTER ACCEPTABLE TEMPORARY UTILITY SERVICES HAVE BEEN PROVIDED.

G. PROVIDE A MINIMUM 48-HOUR NOTICE TO THE CONSTRUCTION MANAGER AND RECEIVE WRITTEN

NOTICE TO PROCEED BEFORE INTERRUPTING ANY UTILITY SERVICE.

H. SOD PLANTED IN THE FALL MUST ESTABLISH ITS ROOTS BEFORE THE FIRST WINTER FROST.

DETERMINE WHEN THE FIRST FROST USUALLY OCCURS, AND PLANT THE SOD NO LATER THAN ONE

MONTH BEFORE THE FIRST FROST. IF THE CONSTRUCTION IS FINISHED LATER THAN ONE MONTH

BEFORE THE FIRST FROST, USE STRAW UNTIL SOD CAN BE INSTALLED.

PART 2 - PRODUCTS

2.1 GRANULAR BACKFILL: SHALL MEET THE FOLLOWING GRADATION:

2.2 GRANULAR BEDDING AND TRENCH BACKFILL: WELL-GRADED SAND MEETING THE GRADATION

REQUIREMENTS OF ASTM D2487 (SE OR SW-SM).

2.3 COARSE AGGREGATE FOR ACCESS ROAD SUBBASE COURSE SHALL CONFORM TO ASTM D2940.

2.4 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 AS

DETERMINED BY THE CONSTRUCTION MANAGER. TYPICAL THESE WILL BE SOILS CLASSIFIED BY

ASTM AS PT, MH, CH, OH, ML, AND OL.

PART 3 - EXECUTION

3.1 GENERAL:

A. BEFORE STARTING GENERAL SITE PREPARATION ACTIVITIES, INSTALL EROSION AND SEDIMENT

CONTROL MEASURES. THE WORK AREA SHALL BE CONSTRUCTED AND MAINTAINED IN SUCH

CONDITION THAT IN THE EVENT OF RAIN THE SITE WILL BE DRAINED AT ALL TIMES.

B. BEFORE ALL SURVEY, LAYOUT, STAKING, AND MARKING, ESTABLISH AND MAINTAIN ALL LINES,

GRADES, ELEVATIONS AND BENCHMARKS NEEDED FOR EXECUTION OF THE WORK.

C. CLEAR AND GRUB THE AREA WITHIN THE LIMITS OF THE SITE. REMOVE TREES, BRUSH, STUMPS,

RUBBISH AND OTHER DEBRIS AND VEGETATION RESTING ON OR PROTRUDING THROUGH THE

SURFACE OF THE SITE AREA TO BE CLEARED.

D. REMOVE THE FOLLOWING MATERIALS TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE

ORIGINAL GROUND SURFACE: ROOTS, STUMPS, AND OTHER DEBRIS, BRUSH, AND REFUSE

EMBEDDED IN OR PROTRUDING THROUGH THE GROUND SURFACE, RAKE, DISK OR PLOW THE AREA

TO A DEPTH OF NO LESS THAN 6 INCHES, AND REMOVE TO A DEPTH OF 12 INCHES ALL ROOTS AND

OTHER DEBRIS THEREBY EXPOSED.

E. REMOVE TOPSOIL MATERIAL COMPLETELY FROM THE SURFACE UNTIL THE SOIL NO LONGER

MEETS THE DEFINITION OF TOPSOIL. AVOID MIXING TOPSOIL WITH SUBSOIL OR OTHER

UNDESIRABLE MATERIALS.

F. EXCEPT WHERE EXCAVATION TO GREATER DEPTH IS INDICATED, FILL DEPRESSIONS RESULTING

FROM CLEARING, GRUBBING AND DEMOLITION WORK COMPLETELY WITH SUITABLE FILL.

G. REMOVE FROM THE SITE AND DISPOSE IN AN AUTHORIZED LANDFILL ALL DEBRIS RESULTING FROM

CLEARING AND GRUBBING OPERATIONS. BURNING WILL NOT BE PERMITTED.

H. PRIOR TO EXCAVATING, THOROUGHLY EXAMINE THE AREA TO BE EXCAVATED AND/OR TRENCHED

TO VERIFY THE LOCATIONS OF FEATURES INDICATED ON THE DRAWINGS AND TO ASCERTAIN THE

EXISTENCE AND LOCATION OF ANY STRUCTURE, UNDERGROUND STRUCTURE, OR OTHER ITEM NOT

SHOWN THAT MIGHT INTERFERE WITH THE PROPOSED CONSTRUCTION. NOTIFY THE

CONSTRUCTION MANAGER OF ANY OBSTRUCTIONS THAT WILL PREVENT ACCOMPLISHMENT OF

THE WORK AS INDICATED ON THE DRAWINGS.

I. SEPARATE AND STOCK PILE ALL EXCAVATED MATERIALS SUITABLE FOR BACKFILL. ALL EXCESS

EXCAVATED AND UNSUITABLE MATERIALS SHALL BE DISPOSED OF OFF-SITE IN A LEGAL MANNER.

J. DURING EXCAVATION, THE CONTRACTOR SHALL PROVIDE SHORING, SHEETING, AND BRACING AS

REQUIRED TO PREVENT CAVING OR SLOUGHING OF EXCAVATION.

3.2 BACKFILL:

A. AS SOON AS PRACTICAL, AFTER COMPLETING CONSTRUCTION OF THE RELATED STRUCTURE,

INCLUDING EXPIRATION OF THE SPECIFIED MINIMUM CURING PERIOD FOR CAST-IN-PLACE

CONCRETE, BACKFILL THE EXCAVATION WITH APPROVED MATERIAL TO RESTORE THE REQUIRED

FINISHED GRADE.

B. PRIOR TO PLACING BACKFILL AROUND STRUCTURES, ALL FORMS SHALL BE REMOVED AND THE

EXCAVATION CLEANED OF ALL TRASH, DEBRIS, AND UNSUITABLE MATERIALS.

C. DO NOT PLACE FROZEN MATERIAL IN AS BACKFILL.

D. BACKFILL BY PLACING AND COMPACTING SUITABLE BACKFILL MATERIAL OR SELECT GRANULAR

BACKFILL MATERIAL WHEN REQUIRED IN UNIFORM HORIZONTAL LAYERS OF NO GREATER THAN

8-INCHES LOOSE THICKNESS AND COMPACTED. WHERE HAND OPERATED COMPACTORS ARE USED,

THE FILL MATERIAL SHALL BE PLACED IN LIFTS NOT TO EXCEED 4 INCHES IN LOOSE DEPTH AND

COMPACTED.

E. WHENEVER THE DENSITY TESTING INDICATES THAT THE CONTRACTOR HAS NOT OBTAINED THE

SPECIFIED DENSITY, THE SUCCEEDING LAYER SHALL NOT BE PLACED UNTIL THE SPECIFICATION

REQUIREMENTS ARE MET UNLESS OTHERWISE AUTHORIZED BY THE CONSTRUCTION MANAGER.

THE CONTRACTOR SHALL TAKE WHATEVER APPROPRIATE ACTION IS NECESSARY, SUCH AS

DISKING AND DRYING, ADDING WATER, OR INCREASING THE COMPACTIVE EFFORT TO MEET THE

MINIMUM COMPACTION REQUIREMENTS.

F. THOROUGHLY COMPACT EACH LAYER OF BACKFILL TO A MINIMUM OF 95 PERCENT OF THE

MAXIMUM DRY DENSITY AS PROVIDED BY THE STANDARD PROCTOR TEST, ASTM D 698.

3.3 TRENCH EXCAVATION:

A. UTILITY TRENCHES SHALL BE EXCAVATED TO THE LINES AND GRADES SHOWN ON THE DRAWINGS

OR AS DIRECTED BY THE GENERAL CONTRACTOR. PROVIDE SHORING, SHEETING AND BRACING AS

REQUIRED TO PREVENT CAVING OR SLOUGHING OF THE TRENCH WALLS.

B. EXTEND THE TRENCH WIDTH A MINIMUM OF 6 INCHES BEYOND THE OUTSIDE EDGE OF THE

OUTERMOST CONDUIT.

C. WHEN SOFT YIELDING, OR OTHERWISE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED,

EXCAVATE THE REQUIRED TRENCH TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE

REQUIRED ELEVATION, THEN BACKFILL WITH 12" OF GRANULAR BEDDING MATERIAL.

3.4 TRENCH BACKFILL:

A. PROVIDE GRANULAR BEDDING MATERIAL IN ACCORDANCE WITH THE DRAWINGS AND THE UTILITY

REQUIREMENTS.

B. NOTIFY THE GENERAL CONTRACTOR 24 HOURS IN ADVANCE OF BACKFILLING.

C. CONDUCT UTILITY CHECK TESTS BEFORE BACKFILLING. BACKFILL AND COMPACT TRENCH BEFORE

ACCEPTANCE TESTING.

D. PLACE GRANULAR TRENCH BACKFILL UNIFORMLY ON BOTH SIDES OF THE CONDUITS IN 6-INCH

UNCOMPACTED LIFTS UNTIL 12 INCHES OVER THE CONDUITS. SOLIDLY RAM AND TAMP BACKFILL

INTO SPACE AROUND CONDUITS.

E. PROTECT CONDUIT FROM LATERAL MOVEMENT, IMPACT DAMAGE, OR UNBALANCED LOADING.

F. ABOVE THE CONDUIT EMBEDMENT ZONE, PLACE AND COMPACT SATISFACTORY BACKFILL

MATERIAL IN 8-INCH MAXIMUM LOOSE THICKNESS LIFTS TO RESTORE THE REQUIRED FINISHED

SURFACE GRADE.

G. COMPACT FINAL TRENCH BACKFILL TO A DENSITY EQUAL TO OR GREATER THAN THAT OF THE

EXISTING UNDISTURBED MATERIAL IMMEDIATELY ADJACENT TO THE TRENCH BUT NO LESS THAN A

MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY AS PROVIDED BY THE STANDARD

PROCTOR TEST, ASTM D 698.

3.5 FINISH GRADING:

A. PERFORM ALL GRADING TO PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES AND

SMOOTH, EVEN SURFACE DRAINAGE OF THE ENTIRE AREA WITHIN THE LIMITS OF CONSTRUCTION.

GRADING SHALL BE COMPATIBLE WITH ALL SURROUNDING TOPOGRAPHY AND STRUCTURES.

B. UTILIZE SATISFACTORY FILL MATERIAL RESULTING FROM THE EXCAVATION WORK IN THE

CONSTRUCTION OF FILLS, EMBANKMENTS AND FOR REPLACEMENT OF REMOVED UNSUITABLE

MATERIALS.

C. REPAIR ALL ACCESS ROADS AND SURROUNDING AREAS USED DURING THE COURSE OF THIS

WORK TO THEIR ORIGINAL CONDITION.

3.6 ASPHALT PAVING ROAD:

A. CONTRACTOR RESPONSIBLE FOR RE-STRIPING AND APPLYING SEALCOATING, UNLESS OTHERWISE

SPECIFIED.

SIEVE SIZE TOTAL PERCENT PASSING

1 1/2 INCH (37.5 MM)

100

1 INCH (25.0 MM)

75 TO 100

3/4 INCH (19.0 MM)

80 TO 100

3/8 INCH (9.5 MM)

35 TO 75

NO. 4 (4.75 MM)

30 TO 60

NO. 30 (0.600 MM)

7 TO 30

NO 200 (0.075 MM)

3 TO 15

GENERAL SITE WORK NOTES CONT.

REV DESCRIPTIONDATE

CHECKED BY:

DRAWN BY:

PROJECT NO:




DOCUMENT.

SHEET NUMBER

SHEET TITLE

3500 DEER CREEK RD

PALO ALTO, CA 94304

(650) 681-5000

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MOTORS, INC.

192745

AKJ

CNS






WI009_MADISON

MADISON


MADISON, WI 53704

R

BLACK & VEATCH

6800 W 115th St, Suite 2292


(913) 458-2000

GENERAL NOTES 2

GN-2

WISCONSIN STANDARD SPECIFICATION

PART 4 - WISCONSIN DEPARTMENT OF TRANSPORTATION PAVEMENT

STRUCTURAL STEEL NOTES CONCRETE MASONRY NOTES CONT.

PAINT COLOR SUBSTITUTIONS

BRAND COLOR

PANTONE

COOL GREY #7

#a3a19e

BENJAMIN MOORE

FUSION / Af-675

#a6a3a1

BEHR

EQUINOX FF31-1

#9fa29d

SHERWIN-WILLIAMS

STAMPED CONCRETE - 7655

#a2a29b

VALSPAR

STONE MASON GREY

#a19c99

SIGN POST NOTES

1. ACCEPTABLE COLOR SUBSTITUTIONS:

2. OTHER ACCEPTABLE COLORS CAN BE FOUND ON ENCYCOLORPEDIA.COM

3. CONTRACTOR SHALL COORDINATE WITH CITY WHEN SPECIAL JURISDICTIONAL/CITY REQUESTS

ARE NECESSARY FOR ANY SIGN POST INSTALLATIONS, I.E. POST MATERIAL, PAINT COLORS,

HARDWARE, ETC. CONTRACTOR IS RESPONSIBLE FOR ENSURING CITY APPROVES ALL

MATERIALS PRIOR TO INSTALLATION.

1. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS, UNLESS NOTED

OTHERWISE: WIDE FLANGE SHAPE: A992, 50ksi

ANGLE AND CHANNEL SHAPE: ASTM A36, 36 ksi

PLATE: ASTM A36, 36ksi

PIPE: ASTM A53 GRADE B, 35 ksi

HSS: ASTM A500 GRADE B, 46ksi

2. HIGH-STRENGTH BOLTS SHALL CONFORM TO ASTM A325: ONE HIGH-STRENGTH BOLT ASSEMBLY

SHALL CONSIST OF A HEAVY HEX STRUCTURAL BOLT, A HEAVY NUT, A HARDENED WASHER

CONFORMING TO ASTM F436. THE HARDENED WASHER SHALL BE INSTALLED AGAINST ELEMENT

TURNED IN TIGHTENING. UNLESS NOTED OTHERWISE ON THE DRAWINGS, ALL CONNECTIONS

SHALL BE BEARING TYPE CONNECTIONS.

3. WELDING ELECTRODES SHALL COMPLY WITH AWS D1.1 USING A5.1 OR A5.5 E70XX AND SHALL BE

COMPATIBLE WITH THE WELDING PROCESS SELECTED. WELDERS SHALL BE QUALIFIED AS

PRESCRIBED IN AWS D1.1.

4. UNLESS NOTED OTHERWISE ON THE DRAWING, ALL ANCHOR BOLTS SHALL CONFORM TO ASTM

F1554 WITH HEAVY HEXAGONAL NUT.

5. FABRICATE ITEMS OF STRUCTURAL STEEL IN ACCORDANCE WITH AISC SPECIFICATION.

6. ALL EXPOSED STRUCTURAL STEEL AND BOLTS SHALL BE HOT DIP GALVANIZED PER ASTM A123.

7. SUBMIT FABRICATION AND ERECTION DRAWINGS SHOWING ALL DETAILS, CONNECTIONS,

MATERIAL DESIGNATIONS, AND TOP STEEL ELEVATIONS FOR APPROVAL. THE SHOP DRAWINGS

WILL BE REVIEWED FOR GENERAL CONFORMANCE TO THE CONTRACT DRAWINGS. SUCH

APPROVAL SHALL NOT RELIEVE THE FABRICATOR/CONTRACTOR OF THE RESPONSIBILITY FOR

EITHER THE ACCURACY OF THE DETAILED DIMENSIONS IN THE SHOP AND ERECTION DRAWINGS

OR THE GENERAL FIT-UP OF PARTS THAT ARE TO BE ASSEMBLED IN THE FIELD.

8. PRIMER SHALL BE RED OXIDE-CHROMATE PRIME COMPLYING WITH STEEL STRUCTURES

PAINTING COUNCIL (SSPC) PAINT SPECIFICATION NUMBER 11.

1. CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT UNITS CONFORMING TO ASTM C90,

GRADE N-1, (F'M=1,500 PSI). MEDIUM WEIGHT. (115 PCF)

2. MORTAR SHALL BE TYPE "S" ABOVE GRADE, TYPE "M" BELOW GRADE CONFORMING TO ASTM

C270. (MINIMUM 1,800 PSI AT 28 DAYS)

3. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS CONFORMING

TO ASTM C476.

4. ALL CELLS CONTAINING REINFORCING STEEL OR EMBEDDED ITEMS AND ALL CELLS IN

RETAINING WALLS AND WALLS BELOW GRADE SHALL BE SOLID GROUTED.

5. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAM OR LINTEL BEAM UNITS.

6. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTS

SHALL BE FORMED BY STOPPING THE GROUT POUR 1-1/2" BELOW TOP OF THE UPPERMOST UNIT.

7. ALL BOND BEAM BLOCK SHALL BE "DEEP CUT" UNITS.

8. PROVIDE INSPECTION AND CLEAN-OUT HOLES AT BASE OF VERTICAL CELLS HAVING GROUT

LIFTS IN EXCESS OF 4'-0" OF HEIGHT.

9. ALL GROUT SHALL BE CONSOLIDATED WITH A MECHANICAL VIBRATOR.

10. CEMENT SHALL BE AS SPECIFIED FOR CONCRETE.

11. REINFORCING BARS - SEE NOTES UNDER "REINFORCED CONCRETE NOTES" FOR REQUIREMENTS.

REINFORCEMENT SHALL BE PLACED PRIOR TO GROUTING. LAP SPLICES SHALL BE 48 BAR

DIAMETERS, MINIMUM.

12. PROVIDE ONE BAR DIAMETER (A MINIMUM OF 1/2") GROUT BETWEEN MAIN REINFORCING AND

MASONRY UNITS.

13. LOW LIFT CONSTRUCTION, MAXIMUM GROUT POUR HEIGHT IS 4 FEET.

14. HIGH LIFT GROUTED CONSTRUCTION MAY BE USED IN CONFORMANCE WITH PROJECT

SPECIFICATIONS AND SECTION 2104 OF IBC.

15. ALL CELLS IN CONCRETE BLOCKS SHALL BE FILLED SOLID WITH GROUT, EXCEPT AS NOTED IN

THE DRAWINGS OR SPECIFICATIONS.

16. CELLS SHALL BE IN VERTICAL ALIGNMENT, DOWELS IN FOOTINGS SHALL BE SET TO ALIGN WITH

CELLS CONTAINING REINFORCING STEEL.

17. REFER TO DRAWINGS FOR SURFACE AND HEIGHT OF UNITS, LAYING PATTERN AND JOINT TYPE.

18. SAND SHALL BE CLEAN, SHARP AND WELL GRADED, FREE FROM INJURIOUS AMOUNTS OF DUST,

LUMPS, SHALE, ALKALI OR ORGANIC MATERIAL.

19. ALL MORTAR FIN OBSTRUCTIONS AND DEBRIS SHALL BE CLEANED FROM INSIDE OF CELLS

PRIOR TO GROUTING.

1. 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 OF CUSTOMERS AND THOSE AROUND THE EQUIPMENT. BEFORE ANY

VOLTAGE OR CURRENT IS APPLIED TO THE CHARGE POST, THE CABINET MUST COMMUNICATE

WITH THE TESLA VEHICLE. THERE IS A 'HANDSHAKE' BETWEEN THE CAR AND THE CABINET

CONFIRMING THAT THE VEHICLE IS ACTUALLY A TESLA AND THAT THE VEHICLE CAN HANDLE

THE SUPERCHARGING. VOLTAGE IS THEN APPLIED TO THE POWER SOCKETS IN THE CHARGE

POST AND ONCE THE VOLTAGE READING FROM THE CAR IS VERIFIED AS THE SAME IN THE

CHARGING CABINET, THEN CURRENT BEGINS TO FLOW. IF AT ANY POINT IN THIS PROCESS A

FAULT IS DETECTED, THE CHARGING WILL STOP IMMEDIATELY, WITHIN A MATTER OF

MILLISECONDS. DURING THE NORMAL CHARGING CYCLE, IF ANY FAULT OR IRREGULARITY IS

DETECTED, THE CHARGING WILL AGAIN STOP WITHIN MILLISECONDS OF DETECTION. BEYOND

THIS LOGIC PROTECTION, THERE IS PHYSICAL PROTECTION FROM OVER-CURRENT OR

OVER-VOLTAGE WITHIN EACH OF THE CHARGERS. BEYOND THAT, FAST ACTING FUSES ALSO

PROTECT THE VEHICLE OUTPUTS FROM OUTPUTTING TOO HIGH OF A CURRENT.

SUPERCHARGER CABINET NOTE

CONCRETE MASONRY NOTES

CONCRETE SIDEWALK CONSTRUCTION REQUIREMENTS

1. PLACING AND FINISHING CONCRETE

THE CONTRACTOR SHALL PROVIDE ADEQUATE TOOLS AND EQUIPMENT TO PRODUCE

QUALITY WORKMANSHIP IN PLACING AND FINISHING CONCRETE. THE SIDEWALK AND

RAMPS SHALL BE FINISHED TO THE TOP OF THE FORMS AND THE SURFACE FINISHED

WITH A WOOD OR STEEL FLOAT AND SURFACE TEXTURE SHALL BE A COURSE BROOM

FINISH TRANSVERSE TO THE SLOPE OF THE SIDEWALK OR RAMP. NO “PLASTERING” OF

THE SURFACE SHALL BE PERMITTED.

2. CONTRACTION JOINTS

THE SIDEWALK SURFACE SHALL BE MARKED OFF INTO NOMINAL SQUARES OF

DIMENSIONS EQUAL TO THE WIDTH OF THE SIDEWALK WITH A MAXIMUM DISTANCE

BETWEEN JOINTS OF SEVEN FEET. SAWING JOINTS, THE CONTRACTOR SHALL BEGIN AS

SOON AS THE CONCRETE HARDENS SUFFICIENTLY TO PREVENT EXCESSIVE RAVELING

ALONG THE SAW CUT AND SHALL FINISH BEFORE CONDITIONS INDUCE UNCONTROLLED

CRACKS, REGARDLESS OF THE TIME OR WEATHER.

3. EXPANSION JOINTS

EXPANSION JOINTS SHALL BE CONSTRUCTED AT LOCATIONS WHERE THE SIDEWALK

ABUTS EXISTING CONCRETE CURBS, DRIVEWAYS, AND SIMILAR STRUCTURES, AND

EVERY TWO HUNDRED FIFTY FEET AND AS SHOWN ON APPROVED PLANS. EXPANSION

JOINTS SHALL BE FORMED WITH ONE-HALF INCH PREFABRICATED NON-EXTRUDING

FILLER AND SHALL EXTEND THE FULL DEPTH OF THE SLAB.

REV DESCRIPTIONDATE

CHECKED BY:

DRAWN BY:

PROJECT NO:




DOCUMENT.

SHEET NUMBER

SHEET TITLE

3500 DEER CREEK RD

PALO ALTO, CA 94304

(650) 681-5000

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MOTORS, INC.

192745

AKJ

CNS






WI009_MADISON

MADISON


MADISON, WI 53704

R

BLACK & VEATCH

6800 W 115th St, Suite 2292


(913) 458-2000

GENERAL NOTES 3

GN-3

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I

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R

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S

/

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A

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EXISTING

UNDERGROUND

ELECTRIC

LINE (TYP)

EXISTING WATER

LINE (TYP)

REV DESCRIPTIONDATE

CHECKED BY:

DRAWN BY:

PROJECT NO:




DOCUMENT.

SHEET NUMBER

SHEET TITLE

3500 DEER CREEK RD

PALO ALTO, CA 94304

(650) 681-5000

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192745

AKJ

CNS






WI009_MADISON

MADISON


MADISON, WI 53704

R

BLACK & VEATCH

6800 W 115th St, Suite 2292


(913) 458-2000

OVERALL SITE PLAN

A-1

20' 10' 0 20' 40'

1"=20'

OVERALL SITE PLAN

SEE PROPOSED SITE

PLAN SHEET A-3

EXISTING SITE

ACCESS ROAD

EXISTING

FIRE

HYDRANT

EXISTING

MANHOLE (TYP)

EXISTING STORM

LINE (TYP)

EXISTING GAS

LINE (TYP)

EXISTING ASPHALT

PARKING LOT

EXISTING SANITARY

SEWER (TYP)

EXISTING PARKING

LINE (TYP)

E

W

A

S

H

I

N

G

T

O

N

A

V

E

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X

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T

I

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3

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-

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"

E

A

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M

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2

5

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-

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S

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B

A

C

K

E

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2

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-

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"

S

A

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I

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A

R

Y

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E

L

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EXISTING UTILITY

POLE (TYP)

EXISTING

TREE (TYP)

EXISTING

PROPERTY

LINE (TYP)

EXISTING SIGN

EXISTING

BUILDING

E

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"

S

A

N

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A

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A

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EXISTING CONCRETE

RETAINING WALL

EXISTING LIGHT

POLE (TYP)

EXISTING

CONCRETE CURB

WITH GUTTER (TYP)

REV DESCRIPTIONDATE

CHECKED BY:

DRAWN BY:

PROJECT NO:




DOCUMENT.

SHEET NUMBER

SHEET TITLE

3500 DEER CREEK RD

PALO ALTO, CA 94304

(650) 681-5000

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MOTORS, INC.

192745

AKJ

CNS






WI009_MADISON

MADISON


MADISON, WI 53704

R

BLACK & VEATCH

6800 W 115th St, Suite 2292


(913) 458-2000

DEMOLITION SITE PLAN

A-2

6' 4' 2' 0 5' 10'

3/16"=1'-0"

DEMOLITION SITE PLAN

NOTE

1. ALL QUANTITIES LISTED IN DEMOLITION PLAN SHEET ARE ONLY APPROXIMATIONS. THE

CONTRACTOR SHALL VERIFY ALL QUANTITIES BEFORE BIDDING.

CLEAR APPROXIMATELY

1100 SQ FEET AREA FOR

PROPOSED TESLA STATION

REMOVE EXISTING PARKING

LINE BY GRINDING (TYP OF 13)

23'-6" OF EXISTING CONCRETE CURB

AND GUTTER TO BE REMOVED

EXISTING

CONCRETE CURB

WITH GUTTER (TYP)

EXISTING

ASPHALT

PARKING LOT

EXISTING STORM

LINE (TYP)

EXISTING TREE

CANOPY, ABOVE

(TYP OF 2)

EXISTING STORM

DRAIN (TYP)

EXISTING

EASEMENT LINE

EXISTING

TREE (TYP)

EXISTING

PARKING

LINE (TYP)

EXISTING TREE

TO BE REMOVED

AND REPLACED

(TYP OF 2)

EX

IS

TIN

G 3

0'-0

"

IN

GR

ES

S O

F E

GR

ES

S E

AS

EM

EN

T

PROPOSED NON-ILLUMINATED

PARKING SIGN (TYP OF 7)

REV DESCRIPTIONDATE

CHECKED BY:

DRAWN BY:

PROJECT NO:




DOCUMENT.

SHEET NUMBER

SHEET TITLE

3500 DEER CREEK RD

PALO ALTO, CA 94304

(650) 681-5000

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MOTORS, INC.

192745

AKJ

CNS






WI009_MADISON

MADISON


MADISON, WI 53704

R

BLACK & VEATCH

6800 W 115th St, Suite 2292


(913) 458-2000

PROPOSED SITE PLAN

A-3

PROPOSED TESLA ILLUMINATED

CHARGING STATION (TYP OF 8)

6' 4' 2' 0 5' 10'

3/16"=1'-0"

PROPOSED SITE PLAN

PROPOSED UTILITY

TRANSFORMER

A

A-6

EXISTING

CONCRETE CURB

WITH GUTTER (TYP)

1B2A2B

SEE ENLARGED

PROPOSED EQUIPMENT

LAYOUT SHEET A-4

1. SOD PLANTED IN THE FALL MUST ESTABLISH ITS ROOTS BEFORE THE FIRST WINTER

FROST. DETERMINE WHEN THE FIRST FROST USUALLY OCCURS, AND PLANT THE SOD

NO LATER THAN ONE MONTH BEFORE THE FIRST FROST. IF THE CONSTRUCTION IS

FINISHED LATER THAN ONE MONTH BEFORE THE FIRST FROST, USE STRAW UNTIL SOD

CAN BE INSTALLED.

2. FILL PROPOSED PLANTER AREA WITH BARK MULCH TO MATCH EXISTING.

3. PROPOSED PLANTER AREA TO BE ADDED EXCEEDS TOTAL PLANTER AREA TO BE

REMOVED.

NOTES

B

S-1

A

A-7

CHARGING POST CIRCUIT SCHEDULE

SUPERCHARGER CHARGE POST

DEDICATED /

ENABLED

1B

1A

1

2

2B

2A

3

3B

3A

4

4B

4A

DEDICATED

DEDICATED

DEDICATED

DEDICATED

DEDICATED

DEDICATED

DEDICATED

DEDICATED

PROPOSED

CONCRETE CURB

WITH GUTTER

EXISTING

ASPHALT

PARKING LOT

EXISTING STORM

LINE (TYP)

PROPOSED

PARKING LINE

(TYP OF 15)

PROPOSED PEDESTRIAN

LIGHT POLE AND FIXTURE

EXISTING STALL COUNT

PROPOSED TESLA CHARGING STALLS

PROJECT AREA STALL COUNT

7

8

E

A-7

D

A-7

D

S-1

PROPOSED POLE MOUNTED

NON-ILLUMINATED

PARKING SIGN

D

A-6

EXISTING TREE

CANOPY, ABOVE

TESLA EQUIPMENT

SUPERCHARGING CABINETS

TESLA EQUIPMENT SCHEDULE

CHARGE POST BOLLARDS

CHARGE POST JUNCTION BOX

CHARGE POST DOCK

DESCRIPTION

GEN 2 L-N SUPERCHARGER

DUAL CONDUCTORS

NORTH AMERICA

PART NUMBER

1033026-04-E

1048082-00-A

1028384-00-C

QUANTITY

BOLT DOWN BOLLARDS 1024070-01-D

4

8

8

8

9'-0"

(TYP)

1A3A3B4A4B

3'-3

"

11'-8"

15

'-8

"

R=2'-0"

L=3'-2"

EXISTING STORM

MANHOLE (TYP)

EXISTING

TREE (TYP)

A

A-5

A

A-5

3 421

FILL EXISTING PLANTER IN

WITH CONCRETE SIDEWALK

PROPOSED

CONCRETE CURB

C

A-6

PROPOSED PLANTER

(SEE NOTE 2)

4'-6"

10

1

/2

"

(T

YP

)

3'-0

"

(T

YP

)

4'-6"

(TYP)

17

'-0

"

(T

YP

)

10'-0"

7'-4"

6'-9

"

B

S-2

EX

IS

TIN

G 3

0'

IN

GR

ES

S O

F E

GR

ES

S E

AS

EM

EN

T

EXISTING

CONTOUR (TYP)

E

A-6

PROPOSED BOLLARD

(PER UTILITY SPECIFICATION)

(TYP OF 2)

PROPOSED

BUSH (TYP)

-

LS-1

PROPOSED TREE

CANOPY, ABOVE

-

LS-1

PROPOSED TREE

CANOPY, ABOVE

-

LS-1

REV DESCRIPTIONDATE

CHECKED BY:

DRAWN BY:

PROJECT NO:




DOCUMENT.

SHEET NUMBER

SHEET TITLE

3500 DEER CREEK RD

PALO ALTO, CA 94304

(650) 681-5000

N

O

T

T

O

B

E

U

S

E

D

F

O

R

C

O

N

S

T

R

U

C

T

I

O

N

MOTORS, INC.

192745

AKJ

CNS






WI009_MADISON

MADISON


MADISON, WI 53704

R

BLACK & VEATCH

6800 W 115th St, Suite 2292


(913) 458-2000

ENLARGED PROPOSED

EQUIPMENT LAYOUT

A-4

12" 6" 0 1' 2' 3'

3/4"=1'-0"

ENLARGED PROPOSED EQUIPMENT LAYOUT

PROPOSED TREX

SECLUSION

COMPOSITE FENCE

PROPOSED

CONCRETE PAD

PROPOSED TESLA

SUPERCHARGER

CABINET (TYP OF 4)

B

A-7

C

S-1

A

A-8

A

S-1

C

A-7

PROPOSED

FENCE POST (TYP)

PROPOSED

SINGLE GATE

C

A-8

PROPOSED

QED SWITCHGEAR

ASSEMBLY

4

-

E-4

9"

(TYP)

2"

(TYP)

24'-2"

22'-7"

8"

10

'-3

"

9"

(T

YP

)

321

5"

1'-6

"

INCOMING

9'-6

"9

"

(T

YP

)

PROPOSED

DOUBLE SWING

ACCESS GATE

4'-3

"

(T

YP

)

4'-3

"

B

A-8

PROPOSED

SINGLE GATE

E

A-8

9"

(TYP)

6"

1'-0"

10

"

PROPOSED UTILITY

METER MOUNTED

ON H-FRAME

A

S-2

A

A-5

A

A-5

ERMS

PROPOSED TESLA

ILLUMINATED CHARGING

STATION (TYP OF 8)

REV DESCRIPTIONDATE

CHECKED BY:

DRAWN BY:

PROJECT NO:




DOCUMENT.

SHEET NUMBER

SHEET TITLE

3500 DEER CREEK RD

PALO ALTO, CA 94304

(650) 681-5000

N

O

T

T

O

B

E

U

S

E

D

F

O

R

C

O

N

S

T

R

U

C

T

I

O

N

MOTORS, INC.

192745

AKJ

CNS






WI009_MADISON

MADISON


MADISON, WI 53704

R

BLACK & VEATCH

6800 W 115th St, Suite 2292


(913) 458-2000

SITE ELEVATIONS

A-5

SITE ELEVATION

12" 6" 0 1' 2' 3' 4' 5'

1/2"=1'-0"

SITE ELEVATION

4' 2' 0 4' 8'

1/4"=1'-0"

EXISTING

GRADE

PROPOSED TREX

SECLUSION

COMPOSITE FENCE

PROPOSED

QED SWITCHGEAR

ASSEMBLY

PROPOSED

CONCRETE PAD

-

E-4

A

A-8

A

S-1

PROPOSED TESLA

SUPERCHARGER

CABINET (TYP)

B

A-7

PROPOSED NON-ILLUMINATED

PARKING SIGN (TYP OF 7)

EXISTING

ASPHALT

A

A-6

CHARGING POST CIRCUIT SCHEDULE

SUPERCHARGER CHARGE POST

DEDICATED /

ENABLED

1B

1A

1

2

2B

2A

3

3B

3A

4

4B

4A

DEDICATED

DEDICATED

DEDICATED

DEDICATED

DEDICATED

DEDICATED

DEDICATED

DEDICATED

B

A

4

EXISTING

TREE (TYP)

B

S-1

A

A-7

1B 2A 2B 3A 3B 4A 4B

PROPOSED POLE MOUNTED

NON-ILLUMINATED

PARKING SIGN

D

A-6

PROPOSED PEDESTRIAN


D

A-7

E

A-7

D

S-1

PROPOSED

CONCRETE CURB

WITH GUTTER

F

S-1

1A

PROPOSED

CONCRETE CURB

E

S-1

3 2 1

B

A-8

PROPOSED

DOUBLE SWING

ACCESS GATE

PROPOSED TREX

SECLUSION

COMPOSITE FENCE

A

A-8

PROPOSED UTILITY

METER MOUNTED

ON H-FRAME

PROPOSED

TREE (TYP)

-

LS-1

PROPOSED

BUSH (TYP)

-

LS-1

1'-0"

1'-6"

DETAIL 1

DETAIL 2

SIGN PLATE

MECHANICALLY

FASTENED TO

2"x2"x1/8"

STEEL TUBE

#8 FLATHEAD

SCREW

STEEL

SUPPORT

ANGLE

NON-ILLUMINATED PARKING SIGNAGE - FRONT DETAIL

TO BE PROVIDED BY TESLA

1. SEE TYPICAL TESLA PARKING SIGNAGE DETAIL

FOR SIGNAGE VARIATIONS (IF APPLICABLE).

2. SEE CHARGING POST CIRCUIT SCHEDULE ON

PROPOSED SITE PLAN FOR DEDICATED, ENABLED,

AND ADA LOCATIONS.

NOTES

VEHICLE

CHARGING

ONLY

REV DESCRIPTIONDATE

CHECKED BY:

DRAWN BY:

PROJECT NO:




DOCUMENT.

SHEET NUMBER

SHEET TITLE

3500 DEER CREEK RD

PALO ALTO, CA 94304

(650) 681-5000

N

O

T

T

O

B

E

U

S

E

D

F

O

R

C

O

N

S

T

R

U

C

T

I

O

N

MOTORS, INC.

192745

AKJ

CNS






WI009_MADISON

MADISON


MADISON, WI 53704

R

BLACK & VEATCH

6800 W 115th St, Suite 2292


(913) 458-2000

SIGNAGE DETAILS

A-6

CBA

F

NO SCALE NO SCALE

NO SCALE

D

NO SCALE

SIDE

NO SCALE

NON-ILLUMINATED PARKING SIGNAGE

1'-0"

1'-6

"


2" MIN

PROPOSED

PARKING

SIGN TO BE

PROVIDED

BY TESLA

0.2"

PROPOSED

PEDESTRIAN LIGHT

POLE

FRONT

1.2

"

6"

#12 TEK SCREW (TYP)

VEHICLE

CHARGING

ONLY

1. SEE TYPICAL TESLA PARKING SIGNAGE DETAIL

FOR SIGNAGE VARIATIONS (IF APPLICABLE).

2. SEE CHARGING POST CIRCUIT SCHEDULE ON

PROPOSED SITE PLAN FOR DEDICATED AND

ENABLED LOCATIONS.

3. TOP OF SIGN TO BE INSTALLED 72" ABOVE GRADE.

NOTES

DETAIL NOT USEDE

FRONT SIDE

1'-6

"

1'-0"

1'-0"

1/2

"

2"

3"

8"

2"

72

"4

'-0

"

1/2"

TOP

CONCRETE

FOOTING

NOTES

1. D/F 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 (VERIFY REFLECTIVITY

WITH OWNER).

3. SECURE PANELS TO POST WITH COUNTERSUNK MECHANICAL

FASTENERS (PROVIDED BY OWNER).

4. SIGN, SIGN POST, AND SIGN FASTENERS TO BE OWNER PROVIDED

AND CONTRACTOR INSTALLED. CONTRACTOR TO PROVIDE SIGN POST

FASTENERS IF REQUIRED AND PAINTED TO MATCH.

5. IF PAINT FINISH IS DAMAGED DURING INSTALLATION, CONTRACTOR

SHALL REPAINT AS REQUIRED

6. FOR SPECIAL JURISDICTIONAL REQUESTS, SEE NOTE ON GN-3.

B

-

NON-ILLUMINATED SIGN & FOUNDATION DETAIL

CURBGRADE

SEE A-3

FOR DIMENSION

3"

8"

2"

B

-

3'-6

"

NO SCALE

STRAIGHT CURB DETAIL

1. BREAKUP AND REMOVE AREA TO BE REPAIRED/REPLACED TO THE

NEAREST JOINT OR SAW CUT. DISPOSE OF DEBRIS OFF SITE.

2. INSTALL FORMS AS NECESSARY.

3. COMPACT EXISTING SUBGRADE MATERIAL TO ACHIEVE 95% COMPACTION.

4. POUR CONCRETE USING 3500 PSI AIR ENTRAINED CONCRETE TO MATCH

EXISTING ADJACENT CURB.

5. INSTALL CONTROL JOINTS EVERY 10 LINEAR FEET.

NOTES

7"

6"

6"

20

"

GROUND

LINE

SLOPE

R=1/4"

BATTER 1" ON 6"

GRADE

R=1-1/2"

3 1/2"

4"

6"

6"

CONCRETE CURB DETAIL

1. 1/2" PRE MOLDED EXPANSION JOINTS SHALL BE PLACED AT POINTS OF

CURVATURE, CURB RETURNS, CURB INLETS, AND AT 250' CENTERS.

CONTRACTION JOINTS SHALL BE 2" DEEP, 3/16" WIDE, AND PLACED AT 15'

INTERVALS EQUALLY SPACED BETWEEN EXPANSION JOINTS.

2'-0"

4" 8"

2"

8"

4 1

/2

"2

"

6"

7"

1'-0

"

6"

8" 4"

MATCH PAVEMENT

ELEVATION

R=1/4"

FINISHED

GRADE

SLOPE 1/2" PER FT

PIVOT @ LIP

OF CURB

MATCH PAVEMENT

ELEVATION

SEE TYPE B

FOR REINF

3-#4 BARS

FINISHED

GRADE

R=1/4"

R=2"

TYPE B

TYPE B-1

NOTE

NO SCALE

76.3"

29.9"

37.8"

TESLA SUPERCHARGER CABINET DETAIL

TESLA SUPERCHARGER

1. CABINET SHOULD BE LIFTED USING ROOF MOUNTED

EYE HOOKS. A FORKLIFT OR PALLET JACK CAN ALSO

BE USED TO MOVE CABINET IF DONE PROPERLY.

2. SEE SHEET GN-3 FOR CABINET NOTES.

NOTES

ENCLOSURE DATA: INGRESS PROTECTION IP55

WEIGHT: 1320 lbs.

COMPLIANCE: THE UNIT IS TUV LISTED AS IEC 61851-23,

UL 2202, CSA 22.2 NO. 107.1-01 COMPLIANT.

1.50" 26.88"

5.00"

21.75"

20.50"4.75"

TESLA SUPERCHARGER ANCHOR BOLT PLAN

(4) 1/2" DIA. HILTI KWIK

BOLT TZ STAINLESS

STEEL ANCHORS, 3 1/4"

MIN EFFECTIVE

EMBEDMENT OR

ENGINEER APPROVED

EQUAL

A/C D/C

INCOMING OUTGOING

SWITCHGEAR CHARGING POST

3.38"9.00" 5.25" 9.00"

4.75"

4.38"

30.00"

28.13"

1.50"

4.50"

4.50"

19.25"

23.63"

PEDESTRIAN LIGHT POLE DETAIL

LIGHT POLE

BASE PLATE

8" DIA BOLT

CIRCLE

4"B SHAFT BASE

LITHONIA LIGHTING ANCHOR BASE POLE

SERIES: RSS

CATALOG NUMBER: RSS 20 4B

FIXTURE HEIGHT: 20 FEET

MOUNTING: DM19AS

FINISH: DNA (NATURAL ALUMINUM)

1'- 8" Ø

PEDESTRIAN LIGHT FIXTURE DETAIL

33"

7 1/2"

13"

LITHONIA LIGHTING/ D-SERIES SIZE 1 LED AREA LUMINAIRE

SERIES: DSX1 LED

LIGHTING ENGINES: (2) ENGINES (60 LEDs)

PERFORMANCE PACKAGE: 700/50K (5000K)

DISTRIBUTION: T3M

VOLTAGE; MVOLT (120-277V)(50/60Hz)

MOUNTING: ROUND POLE (RPA)

DRILLING: DM19AS

OPTIONS: PER (NEMA TWIST LOCK RECEPTACLE ONLY, NO CONTROLS)

HS (HOUSE-SIDE SHIELD)

SF (SINGLE FUSE (120, 277, 347V))

WTB (UTILITY TERMINAL BLOCK)

FINISH: DNAXD (NATURAL ALUMINUM)

ACCESSORIES: DLL127F 1.5 JU (PHOTOCELL - SSL TWIST LOCK, 120-277V)

LUMEN OUTPUT: 700mA, 131W

REV DESCRIPTIONDATE

CHECKED BY:

DRAWN BY:

PROJECT NO:




DOCUMENT.

SHEET NUMBER

SHEET TITLE

3500 DEER CREEK RD

PALO ALTO, CA 94304

(650) 681-5000

N

O

T

T

O

B

E

U

S

E

D

F

O

R

C

O

N

S

T

R

U

C

T

I

O

N

MOTORS, INC.

192745

AKJ

CNS






WI009_MADISON

MADISON


MADISON, WI 53704

R

BLACK & VEATCH

6800 W 115th St, Suite 2292


(913) 458-2000

EQUIPMENT DETAILS

A-7

A

NO SCALE

B

NO SCALE

C

NO SCALE

D

NO SCALE

E

NO SCALE

F

NO SCALE

DETAIL NOT USED

TESLA ILLUMINATED CHARGING STATION DETAIL

CAR SIDE

PLAN

PROTECTIVE

SHEATHING

1. BOLLARD MUST BE FROM TESLA AND

INCLUDE WELDED ON FIXTURE

ATTACHMENT PADS.

2. THE 4.33W, 315mA COMBINED TESLA

LOGO AND TASK LIGHT LED

ASSEMBLIES DRAWS POWER FROM

THE PROPOSED SUPERCHARGER.

NOTES

CONDUIT

STUB

CAR SIDE

GRADEGRADE

2"

8" T

O 1

0"

66

.5

4"

1/2

"

(2) RED, 130mA 'TESLA'

LOGO LED ASSEMBLIES

(SEE NOTE 2)

(1) WHITE, 55mA TASK

LIGHT LED ASSEMBLY

(SEE NOTE 2)

PROPOSED

OR EXISTING

CURB

FRONT SIDE

48

" G

RIP

H

EIG

HT

54

"

EXISTING

ASPHALT

GRADE

EXISTING

ASPHALT

GRADE

2"-4"CONDUIT

3'-6"

1'-9

"

REV DESCRIPTIONDATE

CHECKED BY:

DRAWN BY:

PROJECT NO:




DOCUMENT.

SHEET NUMBER

SHEET TITLE

3500 DEER CREEK RD

PALO ALTO, CA 94304

(650) 681-5000

N

O

T

T

O

B

E

U

S

E

D

F

O

R

C

O

N

S

T

R

U

C

T

I

O

N

MOTORS, INC.

192745

AKJ

CNS






WI009_MADISON

MADISON


MADISON, WI 53704

R

BLACK & VEATCH

6800 W 115th St, Suite 2292


(913) 458-2000

FENCE DETAILS

A-8

NO SCALE

NO SCALE

NO SCALE

C

NO SCALE

B

E

NO SCALE

D

A

1 1

TYPICAL TREX FENCE ELEVATION

8'-0

"

1'-6" DIAMETER

CONCRETE

FOOTING (TYP)

GRADE

6"

(T

YP

)

1'-6"

(TYP)

8'-0"

MAX

4'-6

"

(T

YP

)

TREX FENCE ELEVATION

4" M

IN

SECTION 1-1

(5) #5 REBAR

EQUALLY SPACED

3" COVER

#3 REBAR

HOOPS

(3) #3 REBAR

HOOPS @

2" SPACING

#3 REBAR HOOPS @

12" MAX. SPACING

TREX SECLUSION COMPOSITE FENCE

(SUPPLIED BY CONTRACTOR)

LOCKEY STYLE 285P MED

DUTY LEVER WITH

PASSAGE FOR PANIC

EXITS

OUTSIDE COMPOUND

SINGLE GATE LOCK DETAIL W/ KEYPAD

PANIC BAR

(INSIDE)

INSIDE COMPOUND

PANIC BAR

LOCKEY COMPATIBLE

PANIC SHIELD ATTACHED

TO TREX FENCE POST

TREX FENCE

POST (TYP)

NOTE

1. CONTRACTOR SHALL UTILIZE LOCKEY STYLE 285P MED

DUTY LEVER WITH PASSAGE FOR PANIC EXITS

OR APPROVED EQUAL WITH COLOR TO MATCH.

PURCHASE ACCESSORIES AS NECESSARY.

41

" A

BO

VE

F

IN

IS

H G

RA

DE

TREX GATE (TYP)

TREX FENCE POST (TYP)

TREX GATE

(TYP)

SINGLE GATE LOCK DETAIL

1. HARDWARE NOT TO BE INSTALLED ON MEANS OF EGRESS GATES.

NOTE

HEAVY DUTY SWIVEL

HASP-BLACK 4001-00SP

TREX GATE (TYP)

TREX FENCE

POST (TYP)

NOTES:

1. COLOR:

2. PICK TREX SECLUSION COMPOSITE FENCE THAT MEETS THESE

REQUIREMENTS. WIND SPEED =

SINGLE GATE DETAIL



D

-

TYPICAL TREX FENCE AND GATE POST DETAIL

3'-6

" M

IN

.

3 1/2"x3 1/2"x3/16"

A36 STEEL TUBE

INSERT (TYP)

(BY OTHERS)

TREX FENCE

POST (TYP)

3 1/2"x3 1/2"x3/16"

A36 STEEL TUBE

INSERT (TYP)

TREX FENCE

POST (TYP)

(BY OTHERS)

1'-6" Ø CONCRETE

FOOTING

MAX GUARD

PANIC BAR

MAX GUARD

PANIC BAR

9"

46.3"

IDEAL

3" C

OV

ER



1'-0" CENTER

DROP ROD

ASSEMBLY

1'-6" DIA

CONCRETE

FOOTING

(TYP)

2'-0

"

(T

YP

)

DROP ROD

DUAL GATE DETAIL

PROPOSED 8"

SAFETY GATE

LATCH HOOK

(TYP)

6"

(T

YP

)

5'-8"

(TYP)

4'-0

"

(T

YP

)

11'-4"

(TYP)

5'-8"

(TYP)

E

-

11'-4"

"XXXX"

90 MPH, WIND EXPOSURE = C, SEISMIC: SDS = 0.111G, SEISMIC DESIGN CATEGORY B.

REV DESCRIPTIONDATE

CHECKED BY:

DRAWN BY:

PROJECT NO:




DOCUMENT.

SHEET NUMBER

SHEET TITLE

3500 DEER CREEK RD

PALO ALTO, CA 94304

(650) 681-5000

N

O

T

T

O

B

E

U

S

E

D

F

O

R

C

O

N

S

T

R

U

C

T

I

O

N

MOTORS, INC.

192745

AKJ

CNS






WI009_MADISON

MADISON


MADISON, WI 53704

R

BLACK & VEATCH

6800 W 115th St, Suite 2292


(913) 458-2000

UTILITY PLAN

E-1

UTILITY PLAN

16' 12' 8' 4' 0 16' 32'

1/16"=1'-0"

NOTES

PROPOSED (1) 4"

PRIMARY CONDUIT

FROM EXISTING UTILITY

POLE TO PROPOSED

UTILITY TRANSFORMER

PROPOSED

TRANSFORMER

CLEARANCE

(4) PROPOSED 4" UNDERGROUND

SERVICE LATERAL CONDUITS FROM

PROPOSED TRANSFORMER TO

PROPOSED SERVICE EQUIPMENT

SWITCHGEAR

PROPOSED QED

SWITCHGEAR

ASSEMBLY

A-A

-

PLAN A-A

SCALE: NO SCALE

EXISTING

UTILITY POLE

1. THE UTILITY DESIGN DETAILS SUMMARIZED ON THIS SHEET ARE FOR PROPERTY

OWNER REVIEW.

2. THE CONTRACTOR SHOULD REFERENCE THE UTILITY DESIGN PACKAGE (UDP),

PROVIDED WITH THE “ISSUED FOR CONSTRUCTION” DRAWINGS FOR BIDDING.

THE CONTRACTOR SHALL INSTALL THE UTILITY RELATED SCOPE OF WORK PER

UTILITY CONSTRUCTION SPECIFICATION REQUIREMENTS.

3. UTILITY EQUIPMENT INSTALLATIONS AND PREP WORK SHALL BE COORDINATED

WITH THE APPROPRIATE UTILITY ENGINEER AT TIME OF PRECONSTRUCTION

MEETING TO ENSURE ACCURACY OF INSTALLATIONS.

4. TRANSFORMER BOLLARD PROTECTION TO BE INSTALLED PER UTILITY

SPECIFICAITON. ADDITIONAL BOLLARD REQUIREMENTS MAY BE DETERMINED AT

THE DISCRETION OF THE UTILITY FIELD INSPECTION PERSONNEL.

5. CONTRACTOR TO COORDINATE THE TERMINATION OF THE SERVICE

CONDUCTORS WITH THE UTILITY.

EXISTING

SANITARY

LINE (TYP)

EXISTING

STORM

LINE (TYP)

EXISTING

PROPERTY LINE

(TYP)

EXISTING

ELECTRIC

LINE (TYP)

CONSTRUCTION RESPONSIBILITIES:

UTILITY:

PRIMARY SIDE BORING

PRIMARY SIDE CONDUIT

PRIMARY SIDE WIRING

TRANSFORMER PAD/VAULT

METERING CONDUIT (FROM STUBOUT)

H-FRAME INSTALLATION

SECONDARY TRENCHING (FROM STUBOUT)

SECONDARY CONDUIT INSTALLATION

SECONDARY WIRING

CONTRACTOR:

METERING CONDUIT STUBOUT

SECONDARY CONDUIT STUBOUT

A

E-3

E

E-5

A

E-4

E

X

I

S

T

I

N

G

2

0

'

-

0

"

S

A

N

I

T

A

R

Y

E

A

S

E

M

E

N

T

E

X

I

S

T

I

N

G

1

0

'

-

0

"

E

L

E

C

T

R

I

C

E

A

S

E

M

E

N

T

PROPOSED 500KVA

UTILITY TRANSFORMER

480/277V, 3ɸ, 4W ON

5'-8"x5'-0" CONCRETE PAD

A

E-3

3

'

-

0

"

1

0

'

-

0

"

3

'

-

0

"

3

'

-

0

"

PROPOSED 74" x 23"

PROPOSED ELBOW

CABINET (BY UTILITY)

CONTRACTOR TO

STUBOUT 4 - 4"

PUC CONDUIT TO

APPROXIMATE

LOCATION SHOWN

CONTRACTOR TO

STUBOUT 1 - 1" RGS

CONDUIT TO

APPROXIMATE

LOCATION SHOWN

E

E-5

E

E-5

2

4

'-0

"

±

1

2

0

'

-

0

"

±

2

3

0

'

-

0

"

±

25'-0"±

PROPOSED PEDESTRIAN


PROPOSED 1 1/4" POWER

CONDUIT TO PROPOSED

LIGHT POLE (TYP )

REV DESCRIPTIONDATE

CHECKED BY:

DRAWN BY:

PROJECT NO:




DOCUMENT.

SHEET NUMBER

SHEET TITLE

3500 DEER CREEK RD

PALO ALTO, CA 94304

(650) 681-5000

N

O

T

T

O

B

E

U

S

E

D

F

O

R

C

O

N

S

T

R

U

C

T

I

O

N

MOTORS, INC.

192745

AKJ

CNS






WI009_MADISON

MADISON


MADISON, WI 53704

R

BLACK & VEATCH

6800 W 115th St, Suite 2292


(913) 458-2000

ELECTRICAL PLAN

E-2

1. CONDUCTOR LENGTHS ARE ESTIMATES ONLY. LENGTHS ARE BASED ON DIAGRAMMATICAL

MEASUREMENTS AND APPROXIMATED BURIED DEPTHS. THE EXACT ROUTING PATH AND

CONDUCTOR RUN LENGTHS SHALL BE DETERMINED BY THE CONTRACTOR IN THE FIELD BASED

ON PHYSICAL MEASUREMENTS. CONTRACTOR TO ORDER CONDUCTOR BASED ON FIELD

MEASUREMENTS (MUST BE APPROVED BY TESLA INSTALLATION MANAGER).

2. ALL ELECTRICAL WORK AND RELATED ACTIVITIES PERFORMED ON-SITE SHALL BE DONE IN

ACCORDANCE WITH NATIONAL ELECTRIC CODE (NEC) STANDARDS BEING ENFORCED BY ALL

APPLICABLE JURISDICTIONAL REQUIREMENTS AT THE TIME OF CONSTRUCTION.

3. DC RUN LENGTH MAXIMUM IS 120'-0" INCLUDING BURIED DEPTH. ANY DC RUN LENGTHS BEYOND

THIS MAXIMUM SHALL BE ADDRESSED WITH THE APPROPRIATE ENGINEERING TEAMS AS SOON AS

THE SITUATION ARISES.

ELECTRICAL PLAN

6' 4' 2' 0 5' 10'

3/16"=1'-0"

(4) PROPOSED 3" CONDUITS

FROM PROPOSED

SWITCHGEAR TO PROPOSED

SUPERCHARGERS

(8) PROPOSED 3" TESLA

CHARGING STATION

POWER CONDUITS

PROPOSED QED

SWITCHGEAR ASSEMBLY

PROPOSED TESLA

SUPERCHARGER

CABINET (TYP)

-

E-4

A

E-5

A

E-3

E

E-5

A

E-3

E

E-5

A

E-3

-

E-5

REFERENCE SHEET E-1 FOR A SUMMARY OF THE UTILITY RELATED CONSTRUCTION RESPONSIBILITIES AND DESIGN DETAILS

DC CHARGING POST LENGTHS

SUPERCHARGER

CHARGE

POST

LINEAR

LENGTH (FT)

***ESTIMATED

LENGTH (FT)***

97 119

87 109

75 97

65 87

55 77

43 65

28 50

12 34

TOTAL LENGTH OF DC AL WIRE = 2552

638

1

1A

1B

2A

2B

2

3

4

3A

3B

4A

4B

AC SUPERCHARGER LENGTHS

SERVICE

EQUIPMENT

SUPERCHARGER

LINEAR

LENGTH (FT)

**ESTIMATED

LENGTH (FT)**

CIRCUIT 2

I-LINE PANEL

5 21

CIRCUIT 3

I-LINE PANEL

9 25

CIRCUIT 4

I-LINE PANEL

14 30

CIRCUIT 5

I-LINE PANEL

17 33

TOTAL LENGTH OF AC Cu WIRE = 436

TOTAL LENGTH OF GND Cu WIRE = 109

1

2

3

4

NOTES

* AC UTILITY SERVICE CONDUCTORS: 22 FEET IS ADDED TO THE HORIZONTAL RUN LENGTH TO

ACCOUNT FOR BURIED DEPTH.

** AC CONDUCTORS: 16 FEET IS ADDED TO THE HORIZONTAL RUN LENGTH TO ACCOUNT FOR

BURIED DEPTH.

*** DC CONDUCTORS: 22 FEET IS ADDED TO THE HORIZONTAL RUN LENGTH TO ACCOUNT FOR

BURIED DEPTH.

(SEE SHEET E-3 FOR WIRE CONFIGURATION)

**TOTAL LENGTH OF AC Cu WIRE = SUM OF ESTIMATED LENGTH

x 4 WIRES PER SUPERCHARGER

**TOTAL LENGTH GND Cu WIRE = SUM OF ESTIMATED LENGTHS

(SEE SHEET E-3 FOR WIRE CONFIGURATION)

***TOTAL LENGTH OF DC AL WIRE = SUM OF ESTIMATED LENGTH

x 4 WIRES PER CHARGE POST

***TOTAL LENGTH OF

PROPOSED TESLA ILLUMINATED

CHARGING STATION (TYP OF 8)

EXISTING

CONCRETE CURB

WITH GUTTER (TYP)

1B2A2B

PROPOSED

CONCRETE CURB

WITH GUTTER

F

S-1

EXISTING

ASPHALT

PARKING LOT

EXISTING STORM

LINE (TYP)

PROPOSED

PARKING LINE

(TYP OF 8)

1A3A3B4A4B

EXISTING STORM

DRAIN (TYP)

EXISTING

EASEMENT LINE

3

FILL EXISTING PLANTER IN

WITH CONCRETE SIDEWALK

PROPOSED

CONCRETE CURB

E

S-1

PROPOSED PLANTER

EXISTING PARKING

LINE (TYP)

PROPOSED PARKING

LINE TO BE PAINTED

WHITE (TYP)

EXISTING SIGN

PROPOSED UTILITY

TRANSFORMER

421

E

E-5

L3 L3

N

L2 L2

N

L1 L1

N

N

SUPERCHARGER

FACTORY INSTALLED CONNECTIONS

SHOWN IN 480V INPUT L-N

CONFIGURATION

AC CONFIGURATION TERMINALS:

L1, L2, L3, N: 600kcmil TO 4AWG OR 2x400kcmil TO 1/0

PE: 2x2/0AWG THROUGH 14AWG

AC

CONFIGURATION

GROUNDING

SUPERCHARGER CONNECTION ONE-LINE DIAGRAM

VEHICLE 1

CONNECTOR

VEHICLE

CHARGING POST

+3P3V (TESLA PROVIDED)

TEMP RETURN (TESLA PROVIDED)

TEMP SIGNAL (TESLA PROVIDED)

PILOT (TESLA PROVIDED)

PROX (TESLA PROVIDED)

SIGNAL RETURN (TESLA PROVIDED)

+410-VDC (SEE SHEET E-2)

VEHICLE 2

CONNECTOR

#12 AWG GROUNDING (TESLA PROVIDED)

FIELD INSTALLED

CONNECTIONS

WITHIN (1) 3"

UNDERGROUND

CONDUIT

FIELD INSTALLED

CONNECTIONS

WITHIN (1) 3"

UNDERGROUND

CONDUIT

110'-0"

LINEAR CABLE LENGTH (SEE NOTE 1)

FIELD INSTALLED

CONNECTIONS

FROM UNDERGROUND

POWER CONDUIT

480V/277V 3PH + N + PE

NOTE

1. IF SECONDARY CONDUCTORS

FROM SUPERCHARGER

CABINET EXCEED 120'-0",

TESLA ENGINEERING GROUP

MUST APPROVE THE DESIGN

PRIOR TO INSTALLATION.

-410-VDC (SEE SHEET E-2)

+3P3V (TESLA PROVIDED)

TEMP RETURN (TESLA PROVIDED)

TEMP SIGNAL (TESLA PROVIDED)

PILOT (TESLA PROVIDED)

PROX (TESLA PROVIDED)

SIGNAL RETURN (TESLA PROVIDED)

+410-VDC (SEE SHEET E-2)

#12 AWG GROUNDING (TESLA PROVIDED)

-410-VDC (SEE SHEET E-2)

VEHICLE

CHARGING POST

#3 AWG GROUNDING CONDUCTOR

#3 AWG GROUNDING CONDUCTOR

REV DESCRIPTIONDATE

CHECKED BY:

DRAWN BY:

PROJECT NO:




DOCUMENT.

SHEET NUMBER

SHEET TITLE

3500 DEER CREEK RD

PALO ALTO, CA 94304

(650) 681-5000

N

O

T

T

O

B

E

U

S

E

D

F

O

R

C

O

N

S

T

R

U

C

T

I

O

N

MOTORS, INC.

192745

AKJ

CNS






WI009_MADISON

MADISON


MADISON, WI 53704

R

BLACK & VEATCH

6800 W 115th St, Suite 2292


(913) 458-2000

ELECTRICAL DETAILS

E-3

B

NO SCALE

SYSTEM ONE-LINE DIAGRAM A

NO SCALE

SERVICE ELECTRICAL CIRCUIT SCHEDULE

MAIN BREAKER /

METERING

M

SEE

NOTE 2

UTILITY

TRANSFORMER

5

PROPOSED TESLA

SUPERCHARGER #1

PROPOSED TESLA

SUPERCHARGER #2

PROPOSED TESLA

SUPERCHARGER #3

PROPOSED TESLA

SUPERCHARGER #4

PROPOSED TESLA

CHARGING POST

PROPOSED TESLA

CHARGING POST

PROPOSED TESLA

CHARGING POST

PROPOSED TESLA

CHARGING POST

5

NOTES

1. NEUTRAL MUST BE INCLUDED FOR PROPER OPERATION OF TESLA SUPERCHARGERS.

2. PROPOSED UTILITY CTs SHALL BE LOCATED WITHIN APPROVED CT COMPARTMENTS

APPROVED BY UTILITY AS SHOWN IN THIS DRAWING PACKAGE.

3. ALL CONDUCTORS TO RECEIVE ANTI-OXIDATIVE COATING DURING INSTALLATION.

4. CONTRACTOR TO USE 'SIMPULL THHN' ALUMINUM WIRING PER TESLA'S REQUIREMENTS

WHEN ALUMINUM IS INDICATED IN THE CIRCUIT SCHEDULE ABOVE.

5. AVAILABLE FAULT CURRENT AT THE TRANSFORMER IS XX,XXX AMPS.

1A

1B

2A

2B

3A

3B

4A

4B

3

INCOMING I-LINE PANEL

2

A

E-6

1

-

E-4

PROPOSED

UTILITY

GROUND

(PER

UTILITY)

FACTORY

INSTALLED 800A

BUSS

FACTORY

INSTALLED 800A

BUSS

PROPOSED 800A QED SWITCH BOARD

ASSEMBLY 480/277V, 3ɸ, 4W 65KAIC

WITHOUT GROUND FAULT

PROTECTION

3 SETS OF 500 MCM AL

QWAD IN 4'-4" PVC

CONDUITS (BY UTILITY)

UTILITY TRANSFORMER

480/277V, 3ɸ, 4W

500KVA

M1

800/3AS

800/3AT

PROPOSED SERVICE

EQUIPMENT; 800A TRIP MAIN

BREAKER

PROPOSED SERVICE

EQUIPMENT; 800A TRIP MAIN

BREAKER

15

A

2P

SYSTEM ONE-LINE DIAGRAM

SP

AR

E

#6 SOLID AWG GROUNDING ELECTRODE

CONDUCTOR PER NEC 250.66 (A)

(2) 5/8"x8'-0" COPPER CLAD GROUND ROD

INSTALLATION PER NEC 250.62, 250.64 AND 250.68

16'-0"

IDEAL

SPACING

IF SPACE IS LIMITED,

THEN MEET 6'-0" MINIMUM SPACING

GR

ND

NE

UT

MANUFACTURER-PROVIDED MECHANICAL

EQUIPMENT BOND PER NEC 250.90

25

0A

3P

25

0A

3P

4

SUPER-

CHARGER

#1

PROPOSED TESLA

SUPERCHARGER #1

PROPOSED TESLA

SUPERCHARGER #2

PROPOSED TESLA

SUPERCHARGER #3

PROPOSED TESLA

SUPERCHARGER #4

NO FROM TO CONFIGURATION

1

SERVICE ELECTRICAL CIRCUIT SCHEDULE

2

3

1A 1B

PROPOSED SERVICE

EQUIPMENT; INCOMING

PROPOSED SERVICE

EQUIPMENT; BRANCH CIRCUIT

DISTRIBUTION I-LINE PANEL

PROPOSED SERVICE

EQUIPMENT; INCOMING

B

E-6

SUPER-

CHARGER

#2

2A 2B

SUPER-

CHARGER

#3

3A 3B

SUPER-

CHARGER

#4

4A 4B

25

0A

3P

25

0A

3P

4

PROPOSED VEHICLE CHARGING

POSTS. SEE SHEET E-2 FOR

CONDUIT & CONDUCTOR DETAILS

PROPOSED SERVICE

EQUIPMENT; CIRCUIT 2 I-LINE

PANEL (250 AMP)

PROPOSED SERVICE


PANEL (250 AMP)

PROPOSED SERVICE


PANEL (250 AMP)

PROPOSED SERVICE


PANEL (250 AMP)

TO PROPOSED

PEDESTRIAN

LIGHTING

15

A

1P

6

PROPOSED SERVICE

EQUIPMENT: CIRCUIT 6

I-LINE PANEL (15 AMP)

PROPOSED 277V

PEDESTRIAN LIGHT

FUTURE

6

REV DESCRIPTIONDATE

CHECKED BY:

DRAWN BY:

PROJECT NO:




DOCUMENT.

SHEET NUMBER

SHEET TITLE

3500 DEER CREEK RD

PALO ALTO, CA 94304

(650) 681-5000

N

O

T

T

O

B

E

U

S

E

D

F

O

R

C

O

N

S

T

R

U

C

T

I

O

N

MOTORS, INC.

192745

AKJ

CNS






WI009_MADISON

MADISON


MADISON, WI 53704

R

BLACK & VEATCH

6800 W 115th St, Suite 2292


(913) 458-2000

ELECTRICAL DETAILS

E-4

A C

B

C

B

UTILITY

GROUND BUS PER UL891

INTERIOR

INCOMING I-LINE PANEL

3/0-750 kcmil AL

MECH LUG. AL/CU

CABLE 3-PER

PHASE & NEUTRAL

NEUTRAL

SENSOR

QED SWITCHBOARD ONE-LINE DIAGRAM

NO SCALE

MAIN BREAKER / METERING

800A

800 AMP BUSS

M1

3P

PJ 800A

AMMETER TRIP UNIT

LSI

PLUG A

2P

HJ 15A

1

800A TRIP

3P

JJ 250A

2

NO 14.5" S-LI PLA3P 1 3/0 - 350 kcmil250A

JJ 250 AMP

80%

3/0 - 350 kcmil2

CIRCUIT

NO.

DEVICE/

FRAME

RATING

TRIP

AMP

FUSE/

TRIP

#P DESIGNATION N/P

QTY

PHASE WIRE

RANGE

QTY

NEUT. WIRE

RANGE

ACCESSORIES

LUG INFORMATION

-

INCOMING

CONNECTION

- - - NO 6 3/0 - 750 kcmil 6

UCT - - - NO - - - -

GMD

HEIGHT

-

-

M1 A-LSI 3P NO - - --GF, SDE, PLA

3/0 - 750 kcmil

-

PJ

PLUG A 100%

NO 14.5" S-LI PLA2P 1 #14 - 1/0 AWG15AHJ #14 - 1/0 AWG1

- -

STRIP

HEATER

- - - SHR- - - --

SPARE

800A

800AS

800A

3P

JJ 250A

3

3P

JJ 250A

4

3P

JJ 250A

5

1P

FH 15A

6


JJ 250 AMP

80%

3/0 - 350 kcmil3


JJ 250 AMP

80%

3/0 - 350 kcmil4


JJ 250 AMP

80%

3/0 - 350 kcmil5

NO 11.5" S-LI 1P 1 #12 - #4 AWG15AFH #12 - #4 AWG6

QED SWITCHBOARD CIRCUIT SCHEDULEQED SWITCHBOARD ASSEMBLY SPECIFICATIONS

I-LINE PANEL

MAIN BREAKER

INCOMING

37.00"2.50" 2.50"

35.50" 3.03"

24.00" 11.00"

FLOOR PLAN - FRONT

LEFT SIDE VIEW

39

.0

3"

TO

P C

OV

ER

35

.5

0"

14

.7

5"

7.7

5"

480V SWITCHBOARD ELEVATION

42.00"

I-LINE PANEL

42.00"

MAIN BREAKER/METERING

42.00"

INCOMING

126.00"

1.5

0"

90

.0

0"

91

.5

0"

QED SWITCHBOARD

21

.0

0"

(T

YP

)

12

.5

0"

(T

YP

)

2.50"

(TYP)

1.5

0"

14

.2

5"

11

.8

5"

2.8

0"

(T

YP

)

14

.0

0"

36.25"36.25"36.25"

16

.4

0"

3.10"

(TYP)

42.00"

I-LINE PANEL

42.00"

MAIN BREAKER/METERING

42.00"

INCOMING

37.00"

37.00"

ENCLOSURE DATA

TYPE 3R FREE STANDING

EXTERIOR PAINT COLOR: ANSI 49

FRONT ACCESSIBILITY ONLY REQUIRED

HANDLING: ROLLERS

RODENT BARRIERS

1.5H CORROSION RESIST BASE CHANNELS

BASE CHANNELS CANNOT BE REMOVED FROM

EUSERC SWITCHBOARD LINEUPS

UTILITY SEALING HARDWARE INSTALLED FOR

UNMETERED BUS COMPARTMENTS

CODE STANDARDS

U.L. DEADFRONT AND SUITABLE FOR USE AS

SERVICE ENTRANCE

WHEN NOT MORE THAN SIX (6) DISCONNECTING

MEANS ARE PROVIDED.

ERMS = ENERGY REDUCING MAINTENANCE

SWITCHING WITH LOCAL STATUS INDICATOR

35

.5

0"

1.5

0"

90

.0

0"

91

.5

0"

0.75" DIA MOUNTING

HOLES OFFSET 3.00"

FROM SIDE (TYP)

REAR COVER

HANDLES USED

ON BAYS WIDER

THAN 42.00"

TOP VIEW FRONT

NO SCALE

0.50"


NO SCALE

SPACE AND

MOUNTING

FOR UTIL

CO CT'SUC

T B

AR

RIE

R

MAIN BREAKER/ METERING

UC

T B

AR

RIE

R

ORANGE

12 AWG GRAY

BLACK PVC JACKET

NOM OD .646" (16mm)

BLUE

BRAIDED SHEILD

FOIL SHEILD

DRY WATER

BLOCKING

BARRIER TAPE

SHIELD DRAIN

18AWG TINNED

COPPER

E73202 3/C 18AWG(.824MM2)+1/PR 18 AWG(.824MM2)+1/C 12 AWG(3.31MM2)+1/C 10

AWG(5.26MM2) (UL) TYPE TC-ER 90C DRY 75C WET 600V SUN RES DIR BUR OIL RES II

UL 1277 OR c(UL) CIC-TC FT4 --- LL41103 CSA AWM I/II A/B 90C 600V FT4 --- CE ROHS

RED

COMMUNICATION CABLE DETAIL


1

2

7

3

4

6

5

19

.2

5"

4.3

8"

9.00" 5.25" 9.00" 3.38"

TESLA SUPERCHARGER CONDUIT

ENTRY DETAIL

(2) DC 3" NPT CONDUIT.

STUB UP SHALL BE 6" OFF

GROUND AND END IN FEMALE

NPT THREADED COUPLING

(SEE NOTE 2)

(1) 3" AC CONDUIT,

(1)1" PE CONDUIT

(SEE NOTE 2)

1. BOLT HOLES FOR REFERENCE ONLY.

2. USE DOTTIE DUCT SEAL COMPOUND PC 6130 (CAT NO LHD1)

TO SEAL ENDS OF CONDUIT (TYP. ALL CONDUITS FOR

SUPERCHARGERS AND CHARGE STATIONS)

3. USE BELL FITTINGS ON ALL AC AND DC CONDUIT STUBS.

NOTES

NO SCALE

DC DCAC

PE

REV DESCRIPTIONDATE

CHECKED BY:

DRAWN BY:

PROJECT NO:




DOCUMENT.

SHEET NUMBER

SHEET TITLE

3500 DEER CREEK RD

PALO ALTO, CA 94304

(650) 681-5000

N

O

T

T

O

B

E

U

S

E

D

F

O

R

C

O

N

S

T

R

U

C

T

I

O

N

MOTORS, INC.

192745

AKJ

CNS






WI009_MADISON

MADISON


MADISON, WI 53704

R

BLACK & VEATCH

6800 W 115th St, Suite 2292


(913) 458-2000

ELECTRICAL DETAILS

E-5

CBA

D

NO SCALE

NATIVE SOD

6"

NATIVE

BACKFILL

18

"

NO SCALE

VA

RIE

S

6" 6"

CLEAN

GRANULAR

BACKFILL, 6"

LIFT MAXIMUM,

PLATE TAMP

(1/2"), 95%

COMPACTION

MIN.

UNDISTURBED

SOIL (TYP)

HAND TAMPED 1/2"

GRANULAR

BACKFILL

1" O

F G

RA

NU

LA

R

BA

CK

FIL

L B

ET

WE

EN

CO

ND

UIT

S

1. ANY EXCAVATION LEFT OPEN SHOULD BE SECURELY FENCED OFF.

2. ANY PAVEMENT DAMAGE DURING CONSTRUCTION SHALL BE REPAIRED OR

REPLACED BY THE CONTRACTOR TO PRE CONSTRUCTION CONDITIONS OR BETTER.

NOTES

EXISTING

GRADE

TYPICAL NON-UTILITY CONDUIT UNDER SOIL TRENCH DETAIL

NO SCALE

DETAIL NOT USED

PROPOSED

PEDESTRIAN

LIGHT POST

PROPOSED 1 1/4"

UNDERGROUND

POWER CONDUIT

NOTES

1. CONDUITS SHALL BE BURIED BELOW FROST LINE AND IN COMPLIANCE

WITH LOCAL AND NATIONAL CODE REQUIREMENTS.

2. REFER TO SHEET E-3 FOR CONDUCTOR REQUIREMENTS WITHIN CONDUITS.

3. REFERENCE SHEET E-1 AND E-2 FOR ADDITIONAL DETAIL.

CAR CHARGER CONDUIT ELEVATION

NO SCALE

E

PROPOSED QED

SWITCHBOARD

ASSEMBLY

PROPOSED

TRANSFORMER

(4) PROPOSED 4"

UNDERGROUND

POWER STUBOUTS

(TYP) (SEE NOTE 3)

PROPOSED 3"

UNDERGROUND

POWER CONDUITS

(TYP)

PROPOSED TESLA

SUPERCHARGER

CABINET (TYP)

PROPOSED TESLA

CHARGING STATION

(TYP)

PROPOSED

UTILITY METER

1-1" RGS CONDUITDOTTIE DUCT SEAL

COMPOUND PC 6130 (CAT NO.

LHD1) (TYP FOR ALL CONDUITS

FOR SUPERCHARGERS AND

CHARGE STATIONS)

1-1" METERING

CONDUIT TO

TRANSITION TO

PVC INSIDE

SWITCHBOARD.

METERING UCT BAY

REV DESCRIPTIONDATE

CHECKED BY:

DRAWN BY:

PROJECT NO:




DOCUMENT.

SHEET NUMBER

SHEET TITLE

3500 DEER CREEK RD

PALO ALTO, CA 94304

(650) 681-5000

N

O

T

T

O

B

E

U

S

E

D

F

O

R

C

O

N

S

T

R

U

C

T

I

O

N

MOTORS, INC.

192745

AKJ

CNS






WI009_MADISON

MADISON


MADISON, WI 53704

R

BLACK & VEATCH

6800 W 115th St, Suite 2292


(913) 458-2000

ELECTRICAL DETAILS

E-6

A

D EC

NO SCALENO SCALENO SCALE

DETAIL NOT USED

B

NO SCALE

DETAIL NOT USED

.40

X In

Ir

.5

1

2

4

8

12

16

20

24

@ 6Ir

tr

(S)

long time

alarm

1.5

2

2.5

3

4

5

6

8

10

X Ir

Isd

.1

.2

.3

.4

.4

.3

.2

.1

0

I t

tsd

(S)

short time

setting

delay

on off

2

2

3

4

6

8

10

12

15

off

X In

Ii

instantaneous

A

B

C

D

E

F

G

H

J

Ig

.1

.2

.3

.4

.4

.3

.2

.1

0

I t

tg

(S)

ground fault

on off

2

teet

1.0

.90

.80

.70

.65

.60

.50

.45

Micrologic 6.0 A

I r I sd

I i

I g

I n

A p

test / reset

menu

N 1 2 3

A B C

100%

40%

P

Q

D

O

M

K

L

I

G

F

E

C

R

B

N

J

H

THE MICROLOGIC 6.0A TRIP UNIT

PROVIDES SELECTIVE AND

GROUND-FAULT PROTECTION

FOR EQUIPMENT (1000 A) (LSIG)

AND A BUILT-IN AMMETER.

A. TRIP UNIT NAME

B. ALPHANUMERIC DISPLAY

C. THREE-PHASE BAR GRAPH

D. SCROLL BUTTON

E. MENU BUTTON

F. LONG-TIME PICKUP (Ir)

SWITCH

G. LONG-TIME DELAY (tr)

SWITCH

H. SHORT-TIME PICKUP (Isd)

SWITCH

I. SHORT-TIME DELAY (tsd)

SWITCH

J. INSTANTANEOUS PICKUP (li)

SWITCH

K. GROUND-FAULT PICKUP (lg)

SWITCH

L. GROUND-FAULT DELAY (tg)

SWITCH

M. TEST PLUG RECEPTACLE

N. GROUND FAULT

PUSH-TO-TRIP BUTTON

O. OVERLOAD INDICATOR LIGHT

P. RESET BUTTON FOR

BATTERY STATUS CHECK

AND TRIP INDICATOR LED

Q. SELF-PROTECTOR INDICATOR

LIGHT

R. GROUND-FAULT INDICATOR

LIGHT

S. SHORT-TIME OR

INSTANTANEOUS TRIP

INDICATOR LIGHT

T. LONG-TIME TRIP INDICATOR

LIGHT

1

-

SECTION 1

.40

X In

Ir

.5

1

2

4

8

12

16

20

24

@ 6Ir

tr

(S)

long time

alarm

1.5

2

2.5

3

4

5

6

8

10

X Ir

Isd

.1

.2

.3

.4

.4

.3

.2

.1

0

I t

tsd

(S)

short time

setting

delay

on off

2

2

3

4

6

8

10

12

15

off

X In

Ii

instantaneous

test

1.0

.90

.80

.70

.65

.60

.50

.45

T

S

A

NOTES

1. THE PLUG SETTINGS DEPICTED WITHIN THIS DETAIL SHALL BE USED

ON ALL R-FRAME CIRCUIT BREAKERS REGARDLESS OF AMP RATING.

2. THESE CIRCUIT BREAKER TRIP SETTINGS ARE NOT COORDINATED

WITH UTILITY TRIP SETTINGS.

MAIN OCPD

MICROLOGIC 5.0A

ELECTRONIC TRIP UNIT PANEL

MICROLOGIC 5.0A ELECTRONIC TRIP UNIT DETAIL

CONDUIT STUB UP DETAIL

PROPOSED 3" POWER

CONDUIT STUBBED UP

8" ABOVE EXISTING

GRADE

PROPOSED TESLA

CHARGING STATION

INTERIOR 4" BOLLARD

PROPOSED

CHARGING STATION

CONCRETE FOOTING

EXISTING GRADE

BOTTOM OF FOOTING

PROPOSED TESLA

CHARGING

STATION SKIN

.40

X In

Ir

.5

1

2

4

8

12

16

20

24

@ 6Ir

tr

(S)

long time

alarm

1.5

2

2.5

3

4

5

6

8

10

X Ir

Isd

.1

.2

.3

.4

.4

.3

.2

.1

0

I t

tsd

(S)

short time

setting

delay

on off

2

2

3

4

6

8

10

12

15

off

X In

Ii

instantaneous

A

B

C

D

E

F

G

H

J

Ig

.1

.2

.3

.4

.4

.3

.2

.1

0

I t

tg

(S)

ground fault

on off

2

teet

1.0

.90

.80

.70

.65

.60

.50

.45

Micrologic 6.0 A

I r I sd

I i

I g

I n

A p

test / reset

menu

N 1 2 3

A B C

100%

40%

P

Q

D

O

M

K

L

I

G

F

E

C

R

B

N

J

H

THE MICROLOGIC 6.0A TRIP UNIT

PROVIDES SELECTIVE AND

GROUND-FAULT PROTECTION

FOR EQUIPMENT (1000 A) (LSIG)

AND A BUILT-IN AMMETER.

A. TRIP UNIT NAME

B. ALPHANUMERIC DISPLAY

C. THREE-PHASE BAR GRAPH

D. SCROLL BUTTON

E. MENU BUTTON

F. LONG-TIME PICKUP (Ir)

SWITCH

G. LONG-TIME DELAY (tr)

SWITCH

H. SHORT-TIME PICKUP (Isd)

SWITCH

I. SHORT-TIME DELAY (tsd)

SWITCH

J. INSTANTANEOUS PICKUP (li)

SWITCH

K. GROUND-FAULT PICKUP (lg)

SWITCH

L. GROUND-FAULT DELAY (tg)

SWITCH

M. TEST PLUG RECEPTACLE

N. GROUND FAULT

PUSH-TO-TRIP BUTTON

O. OVERLOAD INDICATOR LIGHT

P. RESET BUTTON FOR

BATTERY STATUS CHECK

AND TRIP INDICATOR LED

Q. SELF-PROTECTOR INDICATOR

LIGHT

R. GROUND-FAULT INDICATOR

LIGHT

S. SHORT-TIME OR

INSTANTANEOUS TRIP

INDICATOR LIGHT

T. LONG-TIME TRIP INDICATOR

LIGHT

1

-

SECTION 1

.40

X In

Ir

.5

1

2

4

8

12

16

20

24

@ 6Ir

tr

(S)

long time

alarm

1.5

2

2.5

3

4

5

6

8

10

X Ir

Isd

.1

.2

.3

.4

.4

.3

.2

.1

0

I t

tsd

(S)

short time

setting

delay

on off

2

2

3

4

6

8

10

12

15

off

X In

Ii

instantaneous

test

1.0

.90

.80

.70

.65

.60

.50

.45

T

S

A

NOTES

1. THE PLUG SETTINGS DEPICTED WITHIN THIS DETAIL SHALL BE USED

ON ALL R-FRAME CIRCUIT BREAKERS REGARDLESS OF AMP RATING.

2. THESE CIRCUIT BREAKER TRIP SETTINGS ARE NOT COORDINATED

WITH UTILITY TRIP SETTINGS.

MAIN OCPD

MICROLOGIC 5.0A

ELECTRONIC TRIP UNIT PANEL

MICROLOGIC 5.0A ELECTRONIC TRIP UNIT DETAIL

Re

ad

y

>50A

Ala

rm

>90 >105

lr (A)tr @ 6 lr

li (x In)

3.2 OR 3.3

Micrologic

tr

ir ll

70250

225

200

175

150

125

100

80

.5

16

16

16

8

4

2

1

1.515

12

10

8

6

4

3

2

Ir lsd

A. READY LED (GREEN)

B. OVERLOAD PRE-ALARM LED

(ORANGE):90% Ir

C. OVERLOAD ALARM LED (RED):

105% Ir THE TRIP UNIT'S In RATING

CORRESPONDS TO THE MAXIMUM

VALUE OF THE ADJUSTMENT

RANGE

D. TEST PORT

E. ADJUSTMENT DIAL FOR

LONG-TIME PROTECTION DELAY tr

F. ADJUSTMENT DIAL FOR

SHORT-TIME PROTECTION PICKUP

Isd

G. ADJUSTMENT DIAL FOR

INSTANTANEOUS PROTECTION

PICKUP Ii

H. TRIP CURVE

*

*

480VAC L-L

1.5

2

3

4

6

8

10

12

15

.5

1

2

4

8

16

16

16

ll (x ln)

tr @ 6 lr

lr (A)

3

2

1

1 2 3

lr

lsd

BREAKERS ARE RATED

FOR 80%

MICROLOGIC 3.2/3.3 ELECTRONIC TRIP UNIT

70

80

100

125

150

175

200

225

250

A B C

FE GD H

>50A >90 >105

lr (A) tr @ 6 lr li (x In)

3.2 OR 3.3

Micrologic

tr

ir ll

70 250

225

200

175

150

125

100

80

.5

16

16

16

8

4

2

1

1.5 15

12

10

8

6

4

3

2

Ir lsd

JJ CIRCUIT BREAKER

MICROLOGIC 3.2/3.3 ELECTRONIC TRIP UNIT DETAIL

CADWELD CONNECTION DETAIL

PARALLEL THROUGH CONNECTION OF

HORIZONTAL CABLES

PARALLEL HORIZONTAL

CONDUCTORS

CADWELD CONNECTIONS

OR ENGINEER APPROVED EQUAL

BURNDY CONNECTIONS

OR ENGINEER APPROVED

EQUAL

TYPE PT

TO FLAT STEEL SURFACE OR

HORIZONTAL PIPE

HORIZONTAL STEEL

SURFACE

TYPE HS

CABLE DOWN AT 45° TO VERTICAL

STEEL SURFACE INCLUDING PIPE

VERTICAL STEEL SURFACE

TYPE VS

FIELD FABRICATED GREEN STRANDED

INSULATED

BOND JUMPER

TYPE 2-YA-2

TWO HOLE - LONG BARREL LENGTH

COPPER LUGS

TYPE YA-2

SPLICE OF HORIZONTAL

CABLES

HORIZONTAL SPLICE

TYPE SS

CABLE DOWN AT 45° TO RANGE OF

VERTICAL PIPES

VERTICAL PIPE

TYPE VS

PARALLEL DEAD END TAP OR

HORIZONTAL THRU CONDUCTOR

TYPE PC

PARALLEL HORIZONTAL

CONDUCTORS

TEE OF HORIZONTAL RUN AND

TAP CABLES

HORIZONTAL TEE

TYPE TA

THROUGH CABLE TO TOP OF GROUND

ROD

THROUGH CABLE TO

GROUND ROD

TYPE GT

REV DESCRIPTIONDATE

CHECKED BY:

DRAWN BY:

PROJECT NO:




DOCUMENT.

SHEET NUMBER

SHEET TITLE

3500 DEER CREEK RD

PALO ALTO, CA 94304

(650) 681-5000

N

O

T

T

O

B

E

U

S

E

D

F

O

R

C

O

N

S

T

R

U

C

T

I

O

N

MOTORS, INC.

192745

AKJ

CNS






WI009_MADISON

MADISON


MADISON, WI 53704

R

BLACK & VEATCH

6800 W 115th St, Suite 2292


(913) 458-2000

GROUNDING DETAILS

G-1

B

NO SCALE

A

NO SCALE

D

NO SCALE

C

GROUNDING PLAN

CADWELD CONNECTION

(EXOTHERMIC WELD)

PROPOSED GROUND RING

MECHANICAL CONNECTION

GROUNDING LEGEND

GROUND ROD

B

PROPOSED 5/8"x8'-0" GROUND

ROD, SEE DETAIL A, SHEET G-2

C

PROPOSED SERVICE GROUND,

SEE DETAIL C, THIS SHEET

D

PROPOSED SUPERCHARGER

CABINET GROUND FOR EMC,

SEE DETAIL C, THIS SHEET

A

GROUND BAR/LUG WITHIN

PROPOSED EQUIPMENT

A (TYP)

4321

D(TYP)

#6 AWG SOLID COPPER

GROUNDING ELECTRODE

CONDUCTOR

CHASSIS MOUNT

GROUND BAR (TYP)

PROPOSED 3"

UNDERGROUND

CONDUITS

PROPOSED

SWITCHGEAR

ASSEMBLY

GRND

TESLA CHARGING

POST (TYP)

NE

U

FACTORY

INSTALLED

GROUND BAR(S)

GRND

INCOMING

MAIN BREAKER /

METERING I-LINE PANEL

#3 AWG COPPER

EQUIPMENT GROUNDING

CONDUCTOR (VEHICLE 2)

#6 AWG EARTH GROUND COPPER

GROUNDING ELECTRODE

CONDUCTOR FOR EMC

(GROUND ROD)

#12 AWG GND

WITHIN TESLA

COMM CABLE

#3 AWG COPPER

EQUIPMENT GROUNDING

CONDUCTOR

#3 AWG

COPPER

EQUIPMENT

GROUNDING

CONDUCTOR

#12 AWG GND WITHIN

TESLA PROVIDED

COMM CABLE (TYP)

PROPOSED 3"

UNDERGROUND

CONDUIT

VEHICLE CONNECTOR

(TYP OF 2)

#3 AWG CAPABLE

COPPER EQUIPMENT

GROUND LUG

(CONTRACTOR

PROVIDED LUG)

NO SCALE

GROUNDING SCHEMATIC

GROUND LUG TERMINATION DETAIL

PROPOSED TESLA

SUPERCHARGER

(TYP)

PROPOSED 5/8"x8'-0"

GROUND ROD (1 PER 2

SUPERCHARGER CABINETS)

#3 AWG COPPER

EQUIPMENT GROUNDING

CONDUCTOR (VEHICLE 1)

#6 AWG COPPER EQUIPMENT

GROUND LUG (CONTRACTOR

PROVIDED LUG)

#6 AWG AC COPPER

EQUIPMENT GROUNDING

CONDUCTOR

#4 AWG COPPER EQUIPMENT

GROUNDING CONDUCTOR

(TYP)

B

C

(TYP)

MANUFACTURER-PROVIDED

MECHANICAL EQUIPMENT

BOND PER NEC 250.90

#6 AWG SOLID COPPER

GROUNDING ELECTRODE

CONDUCTOR

16'-0"

IDEAL

SPACING

PROPOSED 5/8"x8'-0" GROUND ROD

(PER UTILITY REQUIREMENT)

IF SPACE IS LIMITED, THEN

MEET 6'-0" MINIMUM SPACING

GROUNDING NOTES

NOTES

1. ALL GROUND BARS SHALL HAVE STAMPED IN TO THE METAL "IF STOLEN DO

NOT RECYCLE."

2. ALL HARDWARE SHALL BE STAINLESS STEEL 3/8" DIAMETER OR LARGER.

ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING LOCK WASHERS, COAT

ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING.

3. FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FLAT WASHER

BETWEEN LUG AND STEEL, COAT ALL SURFACES WITH AN ANTI-OXIDANT

COMPOUND BEFORE MATING.

4. NUT & WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUND

BAR AND BOLTED ON THE BACK SIDE. INSTALL BLACK HEAT-SHRINKING

TUBE, 600 VOLT INSULATION, ON ALL GROUND TERMINATIONS. THE INTENT IS

TO WEATHERPROOF THE COMPRESSION CONNECTION.

5. SUPPLIED AND INSTALLED BY CONTRACTOR.

6. ENSURE THE WIRE INSULATION TERMINATION IS WITHIN 1/8" OF THE BARREL

(NO SHINERS).

7. TESLA CHARGERS HAVE INTERNAL HIGH IMPEDANCE GROUND FAULT

PROTECTION (10MΩ).

8. EMC - ELECTROMAGNETIC COMPATIBILITY

SUPERCHARGER GROUNDING DETAIL

PROPOSED

SUPERCHARGER CABINET

#6 AWG GROUNDING

CONDUCTOR FROM

SUPERCHARGER

CABINET TO THE

PROPOSED GROUND

ROD - EMC

12

" M

IN

(1) PROPOSED 3"

CONDUIT FROM

PROPOSED SERVICES

SWITCHGEAR

5/8" DIA. x 96.0"

COPPER CLAD

GROUND ROD

GRADE

(2) PROPOSED 3"

CONDUIT TO PROPOSED

CHARGING POSTS

PROPOSED

SUPERCHARGER CABINET

#6 AWG GROUNDING

CONDUCTOR FROM

SUPERCHARGER

CABINET TO THE

PROPOSED GROUND

ROD - EMC

12

" M

IN

(1) PROPOSED 3"

CONDUIT FROM

PROPOSED SERVICES

SWITCHGEAR

5/8" DIA. x 96.0"

COPPER CLAD

GROUND ROD

GRADE

(2) PROPOSED 3"

CONDUIT TO PROPOSED

CHARGING POSTS

SUPERCHARGER GROUNDING DETAIL EXTERIOR TWO HOLE LUG DETAIL

S/S NUT

S/S LOCK

WASHER

S/S FLAT

WASHER

3/8" DIA. x1 1/2"

BLACK HEAT SHRINK

UV RATED

TINNED COPPER

GROUND BAR

S/S BOLT (1 OF 2)

S/S FLAT WASHER

EXTERNAL TOOTHED

1/16" MINIMUM SPACING

CLOSED BARREL, FOR ALL

EXTERIOR TWO-HOLE

CONNECTORS

CLEAR HEAT

SHRINK

CONDUCTOR INSULATION

TO BUTT UP AGAINST THE

CONNECTOR BARREL

REV DESCRIPTIONDATE

CHECKED BY:

DRAWN BY:

PROJECT NO:




DOCUMENT.

SHEET NUMBER

SHEET TITLE

3500 DEER CREEK RD

PALO ALTO, CA 94304

(650) 681-5000

N

O

T

T

O

B

E

U

S

E

D

F

O

R

C

O

N

S

T

R

U

C

T

I

O

N

MOTORS, INC.

192745

AKJ

CNS






WI009_MADISON

MADISON


MADISON, WI 53704

R

BLACK & VEATCH

6800 W 115th St, Suite 2292


(913) 458-2000

GROUNDING DETAILS

G-2

A

NO SCALE

B

NO SCALE

C

NO SCALE

D

NO SCALE

E

NO SCALE

F

NO SCALE

DETAIL NOT USEDDETAIL NOT USED DETAIL NOT USED

DETAIL NOT USED

HEAVY DUTY NUT

PROPOSED CONCRETE SLAB

PROPOSED 5/8" HILTI KWIK

BOLT TZ STAINLESS STEEL

ANCHORS 3 1/8" EFFECTIVE

EMBEDMENT MIN. (ESR# 1917)

PROPOSED SWITCHGEAR

ASSEMBLY CABINET

QED SWITCHGEAR MOUNTING DETAIL

BOTTOM VIEW

SECTION 1

SE

E N

OT

E 1

SEE NOTE 1

NOTES

1. SEE FLOOR PLAN IN DETAIL

A, SHEET E-4 FOR

MOUNTING HOLE LOCATION

AND SWITCHGEAR BAY

DIMENSIONS.

2. SEE ELEVATION IN DETAIL

A, SHEET E-4 FOR BASE

CHANNEL DIMENSION.

3. MINIMUM 6" CONCRETE

EDGE DISTANCE

REQUIRED FOR PROPOSED

ANCHORAGE.

TYPICAL BOTTOM VIEW LAYOUT

OF (1) QED SWITCHGEAR BAY.

SEE NOTE 1

1

-

BELLEVILLE WASHER

3/4" DIA. MOUNTING HOLES

OFFSET 3" FROM SIDES (TYP)

2.94"

SE

E N

OT

E 2

BASE CHANNEL

FRONT OF QED SWITCHGEAR BAY

REV DESCRIPTIONDATE

CHECKED BY:

DRAWN BY:

PROJECT NO:




DOCUMENT.

SHEET NUMBER

SHEET TITLE

3500 DEER CREEK RD

PALO ALTO, CA 94304

(650) 681-5000

N

O

T

T

O

B

E

U

S

E

D

F

O

R

C

O

N

S

T

R

U

C

T

I

O

N

MOTORS, INC.

192745

AKJ

CNS






WI009_MADISON

MADISON


MADISON, WI 53704

R

BLACK & VEATCH

6800 W 115th St, Suite 2292


(913) 458-2000

STRUCTURAL DETAILS

S-1

NO SCALENO SCALE

NO SCALE

A

NO SCALE

B

NO SCALE

C

NO SCALE

D

NO SCALE

E

NO SCALE

F

NO SCALENO SCALE

CONCRETE PAD DETAIL

SEE PLAN

#4 BARS @ 12"

O.C. EACH WAY

8"

PROPOSED

CONCRETE

PROPOSED COMPACTED

CLEAN GRAVEL

UNDISTURBED SOIL

OR PREPARED

SUBGRADE (95%

STANDARD PROCTOR)

GRADE

4" M

IN

PROPOSED 4" TYPE IV

EXTRUDED POLYSTYRENE

INSULATION

6"

3000 PSI

MINIMUM

CONCRETE

RUBBED FINISH

ABOVE GRADE

GALVANIZED

STEEL ANCHOR

BOLTS (SUPPLIED

BY POLE

MANUFACTURER)

1" CHAMFER

3"

SECTION

PEDESTRIAN LIGHT POLE BASE DETAIL

BO

LT

P

RO

JE

CT

IO

N P

ER

MF

G R

EQ

UIR

EM

EN

TS

3"

REBAR TIES

@3" O.C., TOP

(TYP OF 3)

1 1/4" SCHEDULE 40 PVC IN &

OUT OF BASES

#4 BARE COPPER GROUND WIRE FROM GROUND

ROD STUBBED UP THROUGH BASE 18"

BOND #4 COPPER

GROUND WIRE TO

REBAR

#3 HOOPS @ 12" O.C.

6"

3"

MIN

GRADE

1'-8"

1'-8"

DRILLED PIER

8 #6

5'-0

"

STUB UP PVC

1/2" INTO HOLE

CADWELD

CONNECTION

ILLUMINATED CHARGING STATION FOOTING DETAIL

3'-6"

1'-9

"

PLAN

C

S-2

CONCRETE

FOOTING

NOTES:

1. CONTRACTOR TO PICK CAST IN PLACE OR EPOXY METHOD

BASED ON FIELD MEASUREMENTS AND JURISDICTIONAL

REQUIREMENTS. (4) 5/8" DIAMETER THREADED ROD

STAINLESS STEEL OR HOT DIPPED GALVANIZED, 4" MINIMUM

EFFECTIVE EMBEDMENT, 2" MINIMUM EXPOSED ABOVE

CONCRETE

CAST IN PLACE METHOD:

ASTM F1554, GR. 36 HDG OR ENGINEERING APPROVED EQUAL

ANCHORS USING TESLA-PROVIDED JIG

EPOXY METHOD:

ASTM F593 SS OR ENGINEERING APPROVED EQUAL ANCHORS

SET WITH RED HEAD EPCON C6+ EPOXY IN DRILLED HOLES

LOCATED USING TESLA-PROVIDED JIG

2. FASTENERS: (2) TOTAL 5/8" NUTS AND (2) TOTAL 5/8" WASHERS

PER ANCHOR NUT AND WASHER MATERIAL TYPE TO MATCH

ANCHOR MATERIAL (2) 5/8" NUT AND WASHER ABOVE BOLLARD

FLANGE, (1) BELOW

PROPOSED

OR EXISTING

CURB

GRADEGRADE

CONDUIT STUB (CENTER

BARS MAY BE CUT FOR

CONDUIT PENETRATION)

CAR SIDE

EXPANSION

JOINT

2'-6

"

3" M

IN

CONCRETE

FOOTING

2'-0" HOOK

180° STD.

HOOK (TYP)

3" M

IN

#5 @ MAX 10" O.C.

EACH WAY TOP

AND BOTTOM

(TYP)

3" MIN

PROPOSED CHARGING

STATION ANCHOR

(SEE NOTES ABOVE)

3" MIN

3" MIN

3" M

IN

6"

PROPOSED 6"

COMPACTED

CLEAN GRAVEL

PROPOSED 4"

TYPE IV EXTRUDED

POLYSTYRENE

INSULATION

DETAIL NOT USED DETAIL NOT USED

1/8"x1" DEEP SAWCUT JTS

4'-0" SPACING

TYPICAL SIDEWALK DETAIL

CONCRETE

SIDEWALK

4"

(M

IN

)

6" COMPACTED

SUBGRADE

NOTE:

REFERENCE GN-3 FOR SIDEWALK CONSTRUCTION REQUIREMENTS.

6 x 6 - W2xW2 WELDED WIRE

FABRIC

REV DESCRIPTIONDATE

CHECKED BY:

DRAWN BY:

PROJECT NO:




DOCUMENT.

SHEET NUMBER

SHEET TITLE

3500 DEER CREEK RD

PALO ALTO, CA 94304

(650) 681-5000

N

O

T

T

O

B

E

U

S

E

D

F

O

R

C

O

N

S

T

R

U

C

T

I

O

N

MOTORS, INC.

192745

AKJ

CNS






WI009_MADISON

MADISON


MADISON, WI 53704

R

BLACK & VEATCH

6800 W 115th St, Suite 2292


(913) 458-2000

STRUCTURAL DETAILS

S-2

NO SCALENO SCALE

NO SCALENO SCALENO SCALE

A

NO SCALE

B

NO SCALE

C

NO SCALE

D

NO SCALE

E

NO SCALE

F

NO SCALENO SCALE

DETAIL NOT USEDDETAIL NOT USEDDETAIL NOT USED

STANDALONE METER CAN UNISTRUT SUPPORT

STANDALONE CUSTOMER PROVIDED TUV INSTRUMENT RATED METER CAN ON UNISTRUT SUPPORT

3'-0

"

METER CAN BASED ON

UTILITY SPECIFICATIONS

12"

SP

AC

ED

P

ER

ME

TE

R

AN

CH

OR

AG

E

5'-8

"

MA

X

24" DIAMETER

3" (TYP)

UNISTRUT MUST BE

ABLE TO ADJUST UP

AND DOWN (TYP)

SEE CAR CHARGER

CONDUIT ELEVATION

DETAIL FOR CONDUIT

SIZE AND COUNT

PVC CONDUIT FOR METER CAN

GROUND WIRE ATTACHED TO

DRIVEN GROUND ROD

CONCRETE

FOOTING (TYP)

3"

(T

YP

)

GRADE

P1000T UNISTRUT WITH 2 1/2"

STD PIPE U-BOLT (TYP)

2 1/2" STD PIPE

2.88" O.D.

(3) #3 REBAR @ 2" O.C.

(8) #5 REBAR

EVENLY

SPACED AROUND

DIAMETER

#3 REBAR AT

12" SPACING

BOLTDOWN DETAIL

4.7

2"

[1

20

mm

]

3"

[75mm]

3.75"

[95mm]

1'-8"

[510mm]

5.5"-6"

140mm-152mm

REV DESCRIPTIONDATE

CHECKED BY:

DRAWN BY:

PROJECT NO:




DOCUMENT.

SHEET NUMBER

SHEET TITLE

3500 DEER CREEK RD

PALO ALTO, CA 94304

(650) 681-5000

N

O

T

T

O

B

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U

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MOTORS, INC.

192745

AKJ

CNS






WI009_MADISON

MADISON


MADISON, WI 53704

R

BLACK & VEATCH

6800 W 115th St, Suite 2292


(913) 458-2000

LANDSCAPING PLAN

LS-1

NO SCALE

LANDSCAPING PLAN

PROPOSED TREE

CANOPY, ABOVE

PROPOSED

BUSH (TYP)

-

LS-2

-

LS-2

3'-4"

O.C.

5'-3"

O.C.

2'-6

" O

.C

.

(T

YP

)

16'-8"

O.C.

20'-1"

O.C.

9'-0"

O.C.

4'-9

" O

.C

(T

YP

)

5'-0"

O.C.

1'-1

0" O

.C

.

PROPOSED TREE

CANOPY, ABOVE

-

LS-2

NOTES

TYPICAL GROUNDCOVER PLANTING

MINIMUM 45°

SLOPE ON SIDES

OF PLANTING PIT

1. THOROUGHLY MIX IN SOIL AMENDMENTS TO DEPTH

OF 8" THROUGHOUT GROUNDCOVER AREA OF BEDS.

2. HAND TAMP TO BACK TO REMOVE AIR POCKETS.

3. WATER IMMEDIATELY FOLLOWING PLANTING UNTIL

NO MORE WATER IS ABSORBED.

4. SPACE AS SHOWN ON PLAN.

FINISHED GRADE

MULCH TO A

DEPTH OF 3"

PERENNIAL (TYP)

REV DESCRIPTIONDATE

CHECKED BY:

DRAWN BY:

PROJECT NO:




DOCUMENT.

SHEET NUMBER

SHEET TITLE

3500 DEER CREEK RD

PALO ALTO, CA 94304

(650) 681-5000

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MOTORS, INC.

192745

AKJ

CNS






WI009_MADISON

MADISON


MADISON, WI 53704

R

BLACK & VEATCH

6800 W 115th St, Suite 2292


(913) 458-2000

LANDSCAPING PLAN

LS-2

BA

D

NO SCALE

PLANT NOTES AND SCHEDULE

NO SCALE

PLANT SCHEDULE

CODE BOTANICAL NAME COMMON NAMEQTY

SIZE (AT

CONSTRUCTION)

SPACING

SPECIFICATIONS (AT FULL SIZE)

TREES

TO MATCH TREES BEING

REMOVED

2 AS SHOWN

BUSHES6

GROUND COVER

OTHER

C

GENERAL TREE PLANTING DETAIL

NO SCALE

ROOT BALL DIAMETER

3 TIMES

ROPES AT TOP OF ROOT BALL SHALL

BE CUT, REMOVE TOP

1

3

OF BURLAP.

ALL NON-BIODEGRADABLE MATERIAL

SHALL BE COMPLETELY REMOVED

MIN 45° SLOPE

ON SIDES OF

TREE PIT

COMPACT SUBSOIL TO FORM 6"

PEDESTAL TO PREVENT SETTLING

BACKFILL WITH

EXISTING SOIL (IN

SOME INSTANCES

LAWN WILL BE

PLANTED OVER THIS

AREA)

MULCH TO A DEPTH

OF 3" (KEEP MULCH 6"

AWAY FROM TREE

TRUNK)

1. SITUATE ROOT BALL SO THAT TOP OF ROOT BALL

IS 2" ABOVE FINISHED GRADE.

2. SCARIFY SIDES AND BOTTOM OF TREE PIT.

3. BACKFILL TREE PIT WITH EXISTING SOIL AND

WATER UNTIL NO MORE WATER IS ABSORBED.

4. DO NOT ALLOW AIR POCKETS TO FORM WHILE

BACKFILLING.

5. INSTALL A MIN. 4'-0" DIAMETER MULCH RING AT A

MIN. DEPTH OF 3" FOR TREES IN LAWN AREA.

6. TREES NEED TO BE STAKED ONLY WHEN EXTREME

WIND MAKES SUCH SUPPORT NECESSARY. IF

STAKING IS NECESSARY CONTACT THIS OFFICE

AND A DETAIL WILL BE PROVIDED.

FINISHED GRADE

GENERAL TREE PLANTING NOTES

DETAIL NOT USED

1. ALL PLANTS SHALL BE WATERED THOROUGHLY TWICE DURING THE FIRST 24 HOUR

PERIOD AFTER PLANTING. ALL PLANTS SHALL THEN BE WATERED WEEKLY, AND MORE

FREQUENTLY DURING TIMES OF EXTREME HEAT, FOR THE DURATION OF THE FIRST

GROWING SEASON.

NOTE

NO SCALE

PANICUM VIRGATUM

SHENANDOAH SWITCH

GRASS

AS SHOWN4 FT TALL, 2-3 FT WIDE

NOTES

TYPICAL GROUNDCOVER PLANTING

MINIMUM 45°

SLOPE ON SIDES

OF PLANTING PIT

1. THOROUGHLY MIX IN SOIL AMENDMENTS TO DEPTH

OF 8" THROUGHOUT GROUNDCOVER AREA OF BEDS.

2. HAND TAMP TO BACK TO REMOVE AIR POCKETS.

3. WATER IMMEDIATELY FOLLOWING PLANTING UNTIL

NO MORE WATER IS ABSORBED.

4. SPACE AS SHOWN ON PLAN.

FINISHED GRADE

MULCH TO A

DEPTH OF 3"

PERENNIAL (TYP)

SITE NUMBER: WI009_MADISON SITE NAME: MADISON SITE ADDRESS: 3801 E. WASHINGTON AVE. MADISON, WI 53704 DATE 06/15/17 APPLICANT: TESLA MOTORS INC. CONTACT: RUSSELL POLLOM BLACK & VEATCH (913) 458-6274

1

PROPOSED CHARGING STATION

SITE LOCATION

BLACK & VEATCH CORPORATION – 6800 115TH STREET SUITE 2292- OVERLAND PARK, KS 66211 – 913-458-2000

The included Photographic Simulation(s) are intended as visual representations only and should not be used for construction purposes. The materials represented within the included Photographic Simulation(s) are subject to change.

VIEW 1

VIEW 2

VIEW 3 VIEW 4

2

PROPOSED TESLA EQUIPMENT ENCLOSURE

PROPOSED TESLA CHARGING STATIONS


3




PROPOSED TRANSFORMER

4




PROPOSED LIGHT FIXTURE

5




PROPOSED LIGHT FIXTURE

丁esla Motors Supercharger Station

Proposed Location (軟‘卸叱CD血[OAく5TTE P」小

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Tesla Supercharger Station 7 angled become 8 straight stalls

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New planter with bark mulch relocated tree and additional bushes.

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Text Box

(2)Trees removed and replaced

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Planter filled as pedestrian path

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Text Box

Equipment enclosure & relocated tree

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丁esla Motors Supercharger Station

Proposed Location (軟‘卸叱CD血[OAく5TTE P」小

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SUPERCHARGING STATION - Madison, Wisconsin · 2017-07-27 · black & veatch 6800 w 115th st, suite 2292 overland park, ks 66211 (913) 458-2000 title sheet & project data t-1 madison

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