supercharging station - madison, wisconsin · 2017-07-27 · black & veatch 6800 w 115th st,...
TRANSCRIPT
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
AKJ
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
T-1
MADISON
WI009_MADISON
3801 E WASHINGTON AVE
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
EXISTING SITE ADDRESS:
3801 E WASHINGTON AVE
MADISON, WI 53704
PROPOSED TESLA EV SITE ADDRESS:
3829 E WASHINGTON AVE
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:
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
AKJ
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
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:
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
AKJ
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
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:
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
AKJ
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
GENERAL NOTES 3
GN-3
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LINE (TYP)
EXISTING WATER
LINE (TYP)
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
AKJ
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
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)
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RETAINING WALL
EXISTING LIGHT
POLE (TYP)
EXISTING
CONCRETE CURB
WITH GUTTER (TYP)
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
AKJ
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
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:
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
N
O
T
T
O
B
E
U
S
E
D
F
O
R
C
O
N
S
T
R
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C
T
I
O
N
MOTORS, INC.
192745
AKJ
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
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:
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
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
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
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:
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
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
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
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
LIGHT POLE AND FIXTURE
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:
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
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
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
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
"
TO BE PROVIDED BY TESLA
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:
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
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
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
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:
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
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
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
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
TREX SECLUSION COMPOSITE FENCE
(SUPPLIED BY CONTRACTOR)
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
TREX SECLUSION COMPOSITE FENCE
(SUPPLIED BY CONTRACTOR)
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:
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
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
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
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
LIGHT POLE AND FIXTURE
PROPOSED 1 1/4" POWER
CONDUIT TO PROPOSED
LIGHT POLE (TYP )
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
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
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
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:
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
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
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
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
EQUIPMENT; CIRCUIT 3 I-LINE
PANEL (250 AMP)
PROPOSED SERVICE
EQUIPMENT; CIRCUIT 4 I-LINE
PANEL (250 AMP)
PROPOSED SERVICE
EQUIPMENT; CIRCUIT 5 I-LINE
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:
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
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
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
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
NO 14.5" S-LI PLA3P 1 3/0 - 350 kcmil250A
JJ 250 AMP
80%
3/0 - 350 kcmil3
NO 14.5" S-LI PLA3P 1 3/0 - 350 kcmil250A
JJ 250 AMP
80%
3/0 - 350 kcmil4
NO 14.5" S-LI PLA3P 1 3/0 - 350 kcmil250A
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"
TO BE PROVIDED BY TESLA
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
TO BE PROVIDED BY TESLA
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:
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
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
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
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:
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
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
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
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:
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
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
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
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:
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
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
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
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:
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
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
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
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:
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
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
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
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:
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
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
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
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:
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
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
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
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
BLACK & VEATCH CORPORATION – 6800 115TH STREET SUITE 2292- OVERLAND PARK, KS 66211 – 913-458-2000
3
PROPOSED TESLA CHARGING STATIONS
BLACK & VEATCH CORPORATION – 6800 115TH STREET SUITE 2292- OVERLAND PARK, KS 66211 – 913-458-2000
PROPOSED TESLA EQUIPMENT ENCLOSURE
PROPOSED TRANSFORMER
4
PROPOSED TESLA CHARGING STATIONS
BLACK & VEATCH CORPORATION – 6800 115TH STREET SUITE 2292- OVERLAND PARK, KS 66211 – 913-458-2000
PROPOSED TESLA EQUIPMENT ENCLOSURE
PROPOSED LIGHT FIXTURE
5
PROPOSED TESLA CHARGING STATIONS
BLACK & VEATCH CORPORATION – 6800 115TH STREET SUITE 2292- OVERLAND PARK, KS 66211 – 913-458-2000
PROPOSED TESLA EQUIPMENT ENCLOSURE
PROPOSED LIGHT FIXTURE
丁esla Motors Supercharger Station
Proposed Location (軟‘卸叱CD血[OAく5TTE P」小
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