Community Shuttle Charging Station - Project 22-44.pdf

CITY OF MOUNTAIN VIEW, CALIFORNIA

PUBLIC WORKS DEPARTMENT

REVISIONS

NO. DATE DESCRIPTION APPROVED

SCALE: DATE: SHEET:

2/21/2025 OF 20

DESIGNED BY:

DRAWN BY:

PIN:

Mountain View

1302 INIGO WAY, MOUNTAIN VIEW, CA 94043

MOUNTAIN VIEW COMMUNITY SHUTTLE

CHARGING STATION PROJECT

2/21/25 ISSUE FOR PERMIT1

2NTS

GENERAL NOTES

GENERAL

1. STANDARD PROVISIONS AND STANDARD SPECIFICATIONS:

ALL WORK SHALL BE IN ACCORDANCE WITH THE JULY 2019 STANDARD PROVISIONS OF THE CITY OF MOUNTAIN VIEW AND THE LATEST EDITION OF THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS AND STANDARD

PLANS.

2. MAINTENANCE OF SITE DOCUMENTS:

THE CONTRACTOR SHALL KEEP AND MAKE AVAILABLE A COPY OF THE APPROVED PLANS AND CITY STANDARD PROVISIONS AT THE JOB SITE AT ALL TIMES WHEN WORK IS IN PROGRESS. THE STANDARD PROVISIONS MAY BE PURCHASED AT THE CITY OF MOUNTAIN VIEW, PUBLIC WORKS DEPARTMENT COUNTER, 500 CASTRO STREET, P.O. BOX 7540, MOUNTAIN VIEW, CA, 94039-7540, TELEPHONE (650) 903-6311, FAX (650) 962-8503. THE STANDARD PROVISIONS, WHICH INCLUDE THE STANDARD DETAILS, COSTS FIFTEEN DOLLARS AT THE COUNTER

OR TWENTY DOLLARS BY MAIL, AS AMENDED.

3. PRIVATE DEVELOPMENT SPECIFICATIONS:

(NOT USED)

CONTROL OF WORK

4. CHANGES TO PLANS:

THE FOLLOWING APPLIES TO PLANS APPROVED BY THE PUBLIC WORKS DEPARTMENT. MAJOR CHANGES IN THE APPROVED PLANS MUST BE APPROVED BY THE ASSISTANT PUBLIC WORKS DIRECTOR ON THE ORIGINAL SIGNED PLANS PER SECTION 5-02 OF THE STANDARD PROVISIONS. EACH CHANGE IS TO BE DELINEATED BY MARKING THE CHANGED AREA OF THE PLAN WITH A NUMBERED TRIANGLE OR OTHER ACCEPTABLE METHOD.

THE ENGINEER MUST DATE AND INITIAL EACH REVISION IN THE REVISION BLOCK. THE ENGINEER SHALL SUBMIT A COVER LETTER EXPLAINING THE REQUESTED CHANGE AND TWO COPIES OF THE REVISED SHEETS. AFTER THE CITY APPROVES AND INITIALS THE REVISION BLOCK, THE ENGINEER SHALL SUBMIT ONE 24" BY 36" XEROX MYLAR SET (4 MIL) AND THREE BLACK LINE COPIES OF THE SIGNED REVISED SHEETS TO THE CITY. FOR MINOR CHANGES, THE CONTRACTOR MAY "RED LINE" THE PROPOSED MINOR CHANGE ON THE PLAN AND SUBMIT THEM TO THE CITY FOR REVIEW AND APPROVAL. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE CHANGES WITH THE ENGINEER WHO PREPARED THE PLANS AND SHALL KEEP APPROVED CHANGES AT THE JOB SITE WHEN WORK IS IN PROGRESS. ALL CHANGES SHALL BE SHOWN ON THE AS-BUILT PLANS SUBMITTED TO THE CITY AT THE END OF THE JOB. THE CITY SHALL HAVE THE SOLE DISCRETION TO DETERMINE WHAT IS A MINOR CHANGE. RELOCATION OF A MANHOLE FROM THE SIDEWALK TO A LANDSCAPED AREA OR INTO THE STREET IS CONSIDERED A MINOR CHANGE THAT REQUIRES APPROVAL FROM THE PUBLIC WORKS LAND

DEVELOPMENT SECTION.

5. AS-BUILT PLANS:

THE FOLLOWING APPLIES TO PLANS APPROVED BY THE PUBLIC WORKS DEPARTMENT. THE CONTRACTOR SHALL KEEP COMPLETE AND ACCURATE RECORD DRAWINGS OF ALL NEW WORK, UTILITY POTHOLE DATA AND EXISTING CONDITIONS THAT HAVE CHANGED OR ARE DIFFERENT THAN SHOWN ON THE ORIGINALLY APPROVED PLANS. UPON COMPLETION OF THE WORK, THE CONTRACTOR'S RECORD DRAWINGS SHALL BE SUBMITTED TO THE CITY INSPECTOR FOR REVIEW AND COMMENT. THE ENGINEER SHALL MAKE THE NECESSARY REVISIONS TO THE ORIGINAL DRAWINGS TO SHOW ALL FIELD CHANGES. THE ENGINEER SHALL VERIFY FINAL GRADING AND SHALL SIGN THE GRADING CERTIFICATE, IF APPLICABLE, WHEN SATISFIED THAT THE GRADING IS PER APPROVED PLANS. EACH SHEET OF THE PLANS SHALL BE STAMPED "AS-BUILT" OR "RECORD DRAWING" AND SIGNED BY THE ENGINEER. THE REVISED ORIGINALS SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. PRIOR TO THE ACCEPTANCE OF THE WORK BY THE CITY, THE ENGINEER SHALL PROVIDE ONE 24" BY 36" XEROX MYLAR SET (4 MIL) OF THE APPROVED "AS-BUILT" PLANS TO THE CITY. ELECTRONIC FILES OF THE APPROVED "AS-BUILT" DRAWINGS IN BOTH AUTOCAD 2002 AND PDF FORMAT SHALL ALSO BE SUBMITTED TO

THE CITY.

6. CONSTRUCTION SAFETY ORDERS FOR EXCAVATIONS:

THE CONTRACTOR SHALL CONFORM TO THE RULES AND REGULATIONS OF THE CONSTRUCTION SAFETY ORDERS OF THE STATE DIVISION OF OCCUPATIONAL SAFETY AND HEALTH PERTAINING TO EXCAVATION AND TRENCHES PER SECTION 5-03 OF THE STANDARD PROVISIONS. FOR DEEP TRENCHES, THE CONTRACTOR SHALL SUBMIT TO THE CITY A COPY OF THEIR ANNUAL OR SINGLE PROJECT PERMIT FOR TRENCH AND EXCAVATIONS FROM THE STATE DEPARTMENT OF INDUSTRIAL RELATIONS DIVISION OF OCCUPATIONAL SAFETY

AND HEALTH.

7. NORMAL WORKING HOURS:

NORMAL WORKING HOURS IS DEFINED AS THE TIME FROM 7:30 A.M. TO 4:00 P.M., MONDAY THROUGH FRIDAY, EXCLUDING LEGAL HOLIDAYS. THE CONTRACTOR SHALL NOT WORK ON THE PROJECT OUTSIDE THE NORMAL WORKING HOURS, UNLESS PRIOR APPROVAL IS OBTAINED FROM THE CITY OR WHEN SPECIFICALLY REQUIRED BY THE CITY. WORK OUTSIDE NORMAL WORKING HOURS WILL ONLY BE ALLOWED IF A CITY INSPECTOR IS AVAILABLE. THE CONTRACTOR SHALL PAY THE CITY FOR THE COST OF OVERTIME FOR CITY INSPECTION PERFORMED OUTSIDE OF NORMAL WORKING HOURS PER SECTION 5-09 OF THE STANDARD PROVISIONS.

8. COORDINATION WITH OTHER AGENCIES:

THE CONTRACTOR SHALL BE RESPONSIBLE COORDINATING INSPECTION PERFORMED BY OTHER

GOVERNMENTAL AGENCIES, AS PRESCRIBED IN THEIR PERMITS AND APPROVALS.

9. AIRBORNE DUST:

AT ALL TIMES DURING CONSTRUCTION AND UNTIL FINAL COMPLETION AND ACCEPTANCE OF THE WORK, THE CONTRACTOR SHALL PREVENT THE FORMATION OF AN AIRBORNE DUST NUISANCE IN SUCH A MANNER THAT IT WILL CONTAIN DUST PARTICLES TO THE IMMEDIATE SURFACE OF THE WORK PER SECTION 5-10 OF THE STANDARD PROVISIONS. THE CONTRACTOR SHALL PERFORM SUCH TREATMENT WITHIN 2 HOURS AFTER

NOTIFICATION BY THE CITY THAT AN AIRBORNE NUISANCE EXISTS.

10. MAINTENANCE OF EQUIPMENT:

ALL EQUIPMENT AND PLANT SHALL BE MAINTAINED IN GOOD ORDER PER SECTION 5-13 OF THE STANDARD

PROVISIONS. SUBSTANDARD OR UNSUITABLE PAVING EQUIPMENT WILL NOT BE ALLOWED.

11. FINAL INSPECTION:

THE CITY WILL NOT PERFORM THE FINAL INSPECTION UNTIL THE CONTRACTOR COMPLETES ALL WORK AND

FINAL CLEANUP OF THE SITE PER SECTIONS 4-05 AND 5-14 OF THE STANDARD PROVISIONS.

12. MAINTENANCE OF WORK SITE:

THE CONTRACTOR SHALL KEEP THE STREET AND WORK SITE CLEAN AND FREE FROM RUBBISH AND DEBRIS

PER SECTION 5-15 OF THE STANDARD PROVISIONS. THIS PROVISION REQUIRES PREVENTING SPILLAGE ON HAUL ROUTES, CLEANING UP SPILLAGE, SWEEPING ALL STREETS OF MUD, DIRT AND DEBRIS THAT ARE A RESULT OF THE CONTRACTOR'S WORK, AND KEEPING THE WORK SITE IN A CLEAN AND NEAT APPEARANCE.

ANY SPILLAGE ON HAUL ROUTES SHALL BE IMMEDIATELY REMOVED AND CLEANED UP.

13. CLEANING SITE UPON NOTICE FROM CITY:

REGARDING SECTION 5-15 OF THE STANDARD PROVISIONS, WHEN ORDERED BY THE CITY, THE CONTRACTOR

SHALL CLEAN UP THE WORK SITE WITHIN 24 HOURS AFTER RECEIVING NOTICE.

14. RESIDENTIAL OCCUPANCY RELEASE:

(NOT USED)

15. NON-RESIDENTIAL OCCUPANCY RELEASE:

(NOT USED)

16. ACCEPTANCE OF WORK, BOND REDUCTION AND RELEASE:

(NOT USED)

CONTROL OF MATERIAL

17. COMPACTION TESTS:

THE CONTRACTOR SHALL HIRE A TESTING LABORATORY, APPROVED BY THE CITY, TO PERFORM COMPACTION TESTS OF AGGREGATE BASE, AGGREGATE SUB-BASE AND SUB-GRADE TO THE SATISFACTION OF THE CITY. THE TEST RESULTS SHALL BE SUBMITTED TO THE CITY PRIOR TO ANY AC OR PCC PAVING. AC PAVING SHALL BE TESTED WITH A NUCLEAR GAGE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF ALL TESTING.

18. CONCRETE MATERIAL TAGS:

PLANT MATERIAL TAGS FOR PORTLAND CONCRETE CEMENT SHALL BE SUBMITTED TO THE CITY PER SECTION

6-01 OF THE STANDARD PROVISIONS.

LEGAL RELATIONS AND RESPONSIBILITY

19. STATE AND CITY LICENSES:

ALL CONTRACTORS AND SUBCONTRACTORS SHALL BE LICENSED IN ACCORDANCE WITH THE LAWS OF THE STATE OF CALIFORNIA AND SHALL HAVE AND MAINTAIN A VALID CITY BUSINESS LICENSE, PER SECTION 7-01.C

AND 8-01 OF THE STANDARD PROVISIONS.

20. COMPLIANCE WITH ENVIRONMENTAL DOCUMENTS:

THE CONTRACTOR SHALL COMPLY WITH THE PROVISIONS OF ALL PERMITS, LICENSES OR OTHER AUTHORIZATIONS APPLICABLE TO THE WORK WITH RESPECT TO THE ENVIRONMENTAL QUALITY ACT PER

SECTION 7-02 OF THE STANDARD PROVISIONS.

21. PUBLIC CONVENIENCE AND ACCESS:

ALL WORK SHALL BE PLANNED AND CARRIED OUT SO THAT THERE WILL BE THE LEAST POSSIBLE INCONVENIENCE TO THE TRAVELING PUBLIC, AND TRAFFIC SHALL NOT BE UNREASONABLY DELAYED PER SECTION 7-04 OF THE STANDARD PROVISIONS. DRIVEWAY ACCESS SHALL BE MAINTAINED TO EACH PROPERTY

AT ALL TIMES.

22. MAINTAIN TRAFFIC CONTROL DEVICES:

THE CONTRACTOR SHALL INSTALL AND MAINTAIN FENCES, BARRIERS, LIGHTS AND SIGNS THAT ARE NECESSARY TO GIVE ADEQUATE WARNING TO THE PUBLIC AT ALL TIMES PER SECTION 7-05 OF THE STANDARD PROVISIONS IN ACCORDANCE WITH THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA

MUTCD).

23. REMOVE MATERIAL AND EQUIPMENT AT END OF DAY:

NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY AFTER "NORMAL WORKING HOURS". SEE SECTIONS 5-15 AND 7-05 OF THE STANDARD PROVISIONS. AT THE END OF EACH DAY'S WORK AND AT OTHER TIMES WHEN CONSTRUCTION OPERATIONS ARE SUSPENDED FOR ANY REASON, THE CONTRACTOR

SHALL REMOVE ALL EQUIPMENT AND OTHER OBSTRUCTIONS FROM THE PUBLIC RIGHT-OF-WAY.

24. HAZARDOUS MATERIALS AND WASTE:

ALL WORK SHALL BE CONDUCTED IN A MANNER WHICH PREVENTS THE RELEASE OF HAZARDOUS MATERIALS OR HAZARDOUS WASTE TO THE SOIL OR GROUNDWATER, AND MINIMIZES THE DISCHARGE OF HAZARDOUS MATERIALS, HAZARDOUS WASTES, POLLUTED WATER AND SEDIMENTS TO THE STORM DRAIN SYSTEM PER

SECTION 7-08.01 OF THE STANDARD PROVISIONS.

25. COORDINATION WITH OTHER CONTRACTORS:

WHERE TWO OR MORE CONTRACTORS ARE WORKING IN THE SAME AREA, EACH SHALL CONDUCT THEIR OPERATIONS IN SUCH A MANOR AS NOT TO CAUSE ANY UNNECESSARY DELAY OR HINDRANCE TO THE OTHER PER SECTION 7-09 OF THE STANDARD PROVISIONS. WHERE CONFLICTS CANNOT BE AVOIDED, THE CITY WILL DETERMINE WHICH CONTRACTORS HAVE CONSTRUCTION PRIORITY OVER THE OTHER CONTRACTORS AND THE

TERMS OF SUCH CONSTRUCTION PRIORITY.

26. NOISE WORKING HOUR RESTRICTIONS:

IN ORDER TO LIMIT DISTURBING NOISES, CONSTRUCTION WORK SHALL OCCUR ONLY BETWEEN THE HOURS OF 7:30 A.M. AND 4:00 P.M., MONDAY THROUGH FRIDAY, EXCLUDING HOLIDAYS. WORK OUTSIDE OF THESE HOURS IS PROHIBITED, UNLESS THE CITY GRANTS AN EXCEPTION. EXCEPTIONS WILL BE CONSIDERED ONLY WHEN, IN THE OPINION OF THE PUBLIC WORKS DIRECTOR, CONSTRUCTION DURING NORMAL CONSTRUCTION HOURS WOULD INCONVENIENCE THE PUBLIC AND NEIGHBORING RESIDENTS MORE THAN WORKING OUTSIDE OF THESE

HOURS. EXCEPTIONS WILL NOT BE GRANTED MERELY TO EXPEDITE THE CONSTRUCTION WORK.

NOTIFICATION

27. DANGEROUS SITUATIONS, CALL 911:

IF ANY DAMAGE OCCURS TO AN UNDERGROUND FACILITY THAT RESULTS IN THE ESCAPE OF ANY FLAMMABLE, TOXIC OR CORROSIVE GAS OR LIQUID OR ENDANGERS LIFE, HEALTH, OR PROPERTY, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE UTILITY OWNER AND CALL THE 911 EMERGENCY TELEPHONE NUMBER TO NOTIFY

LOCAL PUBLIC SAFETY OFFICIALS.

28. PROVIDE SUPERINTENDENT INFORMATION BEFORE START OF WORK:

THE CONTRACTOR SHALL PROVIDE THE NAME AND TELEPHONE NUMBER OF THE

AUTHORIZED REPRESENTATIVE (SUPERINTENDENT) OF THE WORK TO THE CITY IN

WRITING PRIOR TO THE START OF WORK PER SECTION 5-07 OF THE STANDARD

PROVISIONS. PUBLIC WORKS CONSTRUCTION SECTION: TELE. (650) 903-6311 AND

FAX (650) 962-8503.

29. CALL PUBLIC WORKS INSPECTORS PRIOR TO START OF WORK:

CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DIRECTOR AT LEAST TWO WORKING

DAYS PRIOR TO COMMENCING WORK, RESUMING SUSPENDED WORK, OR RESUMING

WORK AFTER THREE DAYS OF NO WORK SO THAT INSPECTION CAN BE ARRANGED PER SECTIONS 5-09 AND 10-01.01 OF THE STANDARD PROVISIONS. PUBLIC WORKS CONSTRUCTION SECTION: TELE. (650) 903-6311 AND

FAX (650) 962-8503.

30. ROAD DETOURS, NOTIFY EMERGENCY COMMUNICATION CENTER:

CONTRACTOR SHALL LEAVE AN EMERGENCY PHONE NUMBER WITH THE CITY EMERGENCY COMMUNICATIONS CENTER AT (650) 903-6395 AND KEEP THE CENTER INFORMED DAILY REGARDING DETOURS PER SECTIONS

10-01.02 AND 10-01.03 OF THE STANDARD PROVISIONS.

31. CONTACT USA:

CONTRACTOR SHALL CONTACT USA (UNDERGROUND SERVICE ALERT) AT (800) 642-2444 AT LEAST TWO WORKING DAYS BUT NOT MORE THAN 14 DAYS PRIOR TO COMMENCING EXCAVATION WORK TO VERIFY EXISTING UNDERGROUND UTILITIES, PER SECTION 5-11.02 OF THE STANDARD PROVISIONS AND CHAPTER 3.1, DIVISION 5, TITLE 1 OF THE GOVERNMENT CODE.

32. NOTIFY UTILITY OWNERS:

CONTRACTOR SHALL NOTIFY ALL PUBLIC OR PRIVATE UTILITY OWNERS FORTY-EIGHT HOURS PRIOR TO COMMENCEMENT OF WORK ADJACENT TO THE UTILITY PER SECTIONS 5-11.02 AND 10-01 OF THE STANDARD

PROVISIONS.

33. NOTIFY ADJACENT PROPERTIES:

CONTRACTOR SHALL NOTIFY THE ADJACENT RESIDENCES AND BUSINESS IN WRITING DESCRIBING THE NATURE OF THE WORK, SCHEDULE OF THE WORK, WHEN PARKING WILL BE PROHIBITED (IF ANY), AND WHO TO CALL AT THE CONTRACTOR'S OFFICE IF THEY HAVE QUESTIONS ABOUT THE WORK. THE CITY PRIOR TO ITS DISTRIBUTION MUST APPROVE THE NOTICE. THE CONTRACTOR MUST DISTRIBUTE THE NOTICE TO THE ADJACENT RESIDENCES AND BUSINESS AT LEAST 7 DAYS PRIOR TO THE START OF THE CONSTRUCTION WORK.

FOR LARGE PROJECTS, THE WORK AREA, PARKING PROHIBITION REQUIREMENTS AND SCHEDULE SHALL BE DIVIDED UP INTO SMALLER, MORE MANAGEABLE AREAS. IN THE EVENT THE PARKING PROHIBITION SCHEDULE CHANGES AFTER THE NOTIFICATION, CONTRACTOR SHALL POST A NEW NOTICE OF THE REVISED SCHEDULE AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION. FOR WORK REQUESTED BY THE PROPERTY OWNER, A

NOTICE TO THE PROPERTY OWNER IS NOT REQUIRED.

34. NO PARKING SIGN NOTIFICATION:

UPON POSTING TEMPORARY NO PARKING SIGNS ON A STREET, CONTRACTOR SHALL NOTIFY THE EMERGENCY COMMUNICATIONS CENTER AT 650-903-6395 OF STREETS THAT HAVE BEEN POSTED WITH NO PARKING SIGNS.

THE SIGNS SHALL BE POSTED AT LEAST 48 HOURS IN ADVANCE.

35. STREET CLOSURE NOTIFICATION:

IN THE EVENT OF A STREET CLOSURE AND DETOUR THAT IS THREE OR MORE CONSECUTIVE DAYS IN DURATION AND IS CAUSED BY THE CONTRACTOR'S OPERATIONS, THE CONTRACTOR SHALL NOTIFY THE U.S. POSTAL SERVICES CUSTOMER SERVICES MANAGER AT (650) 967-5721 TWENTY FOUR HOURS PRIOR TO THE STREET

CLOSURE.

STREET IMPROVEMENTS

36. GRADING NOTES:

THE CITY SHALL BE PROVIDED WITH GRADING NOTES SHOWING CUTS AND FILLS FOR ALL IMPROVEMENTS TO

BE INSPECTED BY THE CITY.

37. PLACE UTILITIES BEFORE BASE ROCK:

ALL UNDERGROUND UTILITIES SHALL BE COMPLETED BEFORE PLACING OF BASE ROCK, UNLESS THE CITY

GRANTS AN EXCEPTION.

38. 5 DAYS TO REPLACE CONCRETE IMPROVEMENTS:

ALL EXISTING CURBS, GUTTERS, SIDEWALKS AND DRIVEWAYS THAT ARE TO BE RECONSTRUCTED SHALL BE REPLACED WITHIN 5 DAYS AFTER THEIR REMOVAL, UNLESS THE CITY GRANTS AN EXCEPTION. SEE SECTION

22-04 OF THE STANDARD PROVISIONS.

39. PEDESTRIAN ACCESS:

WHERE PRACTICABLE AS DETERMINED BY THE CITY, THE CONTRACTOR SHALL MAINTAIN PEDESTRIAN ACCESS ALONG WALKWAYS, INCLUDING PUBLIC SIDEWALKS, AT ALL TIMES. THE CITY'S PUBLIC WORKS INSPECTOR MUST APPROVE SIDEWALK CLOSURES IN ADVANCE. WALKWAYS SHALL BE REOPENED AT THE END OF EACH WORKING DAY. WELL-COMPACTED BASE ROCK MAY BE USED AS A TEMPORARY WALKING SURFACE.

40. INSPECTION OF CONCRETE FORMS:

THE CITY MUST APPROVE CONCRETE FORMS, BEFORE THE POURING OF CONCRETE PER SECTION 22-06 OF THE STANDARD PROVISIONS. CONCRETE POURED PRIOR TO INSPECTION IS SUBJECT TO REJECTION AND

REMOVAL.

41. "S" AND "W" CURB MARKINGS:

(NOT USED)

42. AC GUTTER CONFORMS:

NEW GUTTER REQUIRES A HAIRLINE AC SAWCUT ALONG THE EDGE OF THE PAVEMENT OR A 1' WIDE AC PAVEMENT CONFORM PER SECTION 22-09.01 OF THE STANDARD PROVISIONS, AS DIRECTED BY CITY

INSPECTOR.

43. SIDEWALK REPLACEMENT:

SIDEWALKS SHALL BE REPLACED BY SAWCUTTING ALONG SCORE MARKS, THEN REMOVING AND REPLACING THE ENTIRE WIDTH OF THE SIDEWALK OVER 3" AGGREGATE BASE AND INSTALLING NO. 4 DOWELS (9" MAXIMUM LENGTH) AT 3' ON CENTERS, PER SECTION 22 OF THE STANDARD PROVISIONS. THE DOWELS ARE TO BE

DRILLED 3" INTO THE EXISTING CURB AND REMAINING SIDEWALK AND EPOXIED IN PLACE.

REVISIONS

NO. DATE DESCRIPTION APPROVED

SCALE: DATE: SHEET:

2/21/2025 OF 20

DESIGNED BY:

DRAWN BY:

PIN:

Mountain View

1302 INIGO WAY, MOUNTAIN VIEW, CA 94043

MOUNTAIN VIEW COMMUNITY SHUTTLE

CHARGING STATION PROJECT

2/21/25 ISSUE FOR PERMIT1

3NTS

GENERAL NOTES

EXCAVATIONS

1. UTILITY INSPECTION REQUIREMENT:

ALL CITY APPURTENANCES MUST BE INSPECTED BY THE CITY PRIOR TO BACKFILLING ANY TRENCHES OR

POURING ANY CONCRETE.

2. EXCAVATIONS:

AT THE END OF THE EACH WORK DAY, ALL EXCAVATIONS WITHIN THE STREET AND TRAVEL WAY SHALL BE: (1) BACKFILLED AND PAVED WITH TEMPORARY PAVING SUCH THAT THE FINISHED SURFACE IS FLUSH WITH THE EXISTING PAVEMENT, (2) ADEQUATELY COVERED WITH STEEL PLATE BRIDGING, OR (3) BACKFILLED AND PAVED WITH PERMANENT PAVING. IF STEEL PLATE BRIDGING IS USED, THE STEEL PLATE BRIDGING MUST BE REMOVED WITHIN 48 HOURS AFTER ITS INSTALLATION. CONTROL DENSITY FILL SHALL NOT BE USE AS

TEMPORARY AC PAVING.

3. "T" TRENCH CUT:

A "T" TRENCH CUT IS REQUIRED PER DETAIL A-18 OF THE STANDARD PROVISIONS. STREET PAVEMENT REMOVED SHALL BE REPLACED IN KIND OR WITH A MINIMUM SECTION OF 2.5"AC ON 12" AB, WHICH EVER IS

GREATER, WITH RESPECT TO THE PERMANENT PAVING.

4. PIPE BEDDING AND BACKFILL:

UNIFORMLY GRADED SAND SHALL NOT BE USED FOR PIPE BEDDING OR EXCAVATION BACKFILL, AS THIS MATERIAL WILL FAIL UPON RE-EXCAVATION. PIPE BEDDING MATERIAL SHALL CONFORM TO SELECT (INITIAL) BACKFILL MATERIAL, AND SUBSEQUENT TRENCH BACKFILL MATERIAL SHALL BE CLASS 2 AGGREGATE BASE

PER SECTIONS 24-02.01 AND 24-04.03 AND DETAIL A-18 OF THE STANDARD PROVISIONS.

5. CONTROL DENSITY FILL:

CONTROLLED DENSITY FILL (SECTION 24-02.04 OF THE STANDARD PROVISIONS) MAY BE USED AS SUBSEQUENT BACKFILL MATERIAL ONLY WHEN SPECIFICALLY APPROVED BY THE CITY. CONTROLLED DENSITY FILL SHALL NOT BE USED AS PIPE BEDDING MATERIAL, UNLESS AN EXCEPTION IS GRANTED BY THE CITY.

6. STEEL PLATE:

WHEN BACKFILLING OPERATION IN A TRAVELED WAY CANNOT BE PROPERLY COMPLETED BY THE END OF THE WORKING DAY, STEEL-PLATE BRIDGING WITH A NONSKID SURFACE WILL BE REQUIRED. THE CONTRACTOR SHALL MAINTAIN THE STEEL PLATES, SHORING AND ASPHALT CONCRETE RAMPS AS NECESSARY WHILE THEY ARE IN USE. UNLESS SPECIFICALLY PERMITTED BY THE ENGINEER, STEEL PLATES PLACED OVER A TRENCH

SHALL NOT EXCEED FOUR (4) CONSECUTIVE DAYS IN ANY GIVEN WEEK.

WHEN PLACING, STEEL PLATES MUST EXTEND A MINIMUM OF TWELVE INCHES (12") BEYOND THE EDGES OF THE TRENCH. SECURE STEEL PLATES AGAINST DISPLACEMENT BY USING ADJUSTABLE CLEATS, SHIMS OR OTHER DEVICES TO MINIMIZE NOISE. SHORE TRENCH ADEQUATELY IN ACCORDANCE WITH SECTION 501.26 TO SUPPORT THE STEEL PLATES AND TRAFFIC LOADS. APPROACH PLATE(S) AND ENDING PLATE SHALL BE ANCHORED TO THE ROADWAY BY A MINIMUM OF TWO (2) DOWELS PREDRILLED INTO THE CORNERS OF THE PLATE AND DRILLED TWO INCHES (2") INTO THE PAVEMENT. SUBSEQUENT PLATES ARE BUTTED TO EACH OTHER. FINE, GRADED ASPHALT CONCRETE SHALL BE COMPACTED TO FORM RAMPS WITH MAXIMUM SLOPE OF

8.5 PERCENT WITH A MINIMUM TWELVE-INCH (12") TAPER TO COVER ALL EDGES OF THE STEEL PLATES ON THE

PAVEMENT.

ON ARTERIAL AND COLLECTOR STREETS WITHIN THE TRAVELLED WAY, OR AT ANY OTHER LOCATIONS DETERMINED BY THE ENGINEER, STEEL PLATES SHALL BE COUNTERSUNK SO THAT THE TOP OF THE PLATE IS FLUSH WITH THE ADJACENT GRADE IN ACCORDANCE WITH THE LATEST CALTRANS STANDARDS. THE PAVEMENT SHALL BE COLD PLANED TO A DEPTH EQUAL TO THE THICKNESS OF THE PLATE AND TO A WIDTH AND LENGTH EQUAL TO THE DIMENSIONS OF THE PLATE. APPROACH PLATE(S) AND ENDING PLATE (IF LONGITUDINAL PLACEMENT) SHALL BE ATTACHED TO THE ROADWAY BY A MINIMUM OF 2 DOWELS PRE-DRILLED INTO THE CORNERS OF THE PLATE AND DRILLED 2" INTO THE PAVEMENT. SUBSEQUENT PLATES ARE TO BE BUTTED AND ATTACHED TOGETHER BY TACK WELDING OR OTHER METHOD APPROVED BY THE ENGINEER. ALL

OTHER PROVISIONS OF THIS SUB-SECTION SHALL APPLY.

WHEN STEEL PLATES ARE REMOVED, THE DOWEL HOLES IN THE PAVEMENT SHALL BE BACKFILLED WITH EITHER FINE, GRADED ASPHALT CONCRETE MIX, CONCRETE SLURRY, OR AN EQUIVALENT SLURRY

SATISFACTORY TO THE ENGINEER.

THE FOLLOWING TABLE SHOWS THE REQUIRED MINIMUM THICKNESS OF STEEL-PLATE BRIDGING REQUIRED

FOR A GIVEN TRENCH WIDTH:

TRENCH WIDTH MINIMUM PLATE THICKNESS

1.0' 1/2" 1.5' 3/4" 2.0' 7/8" 3.0' 1" 4.0' 1_1/4"

STEEL-PLATE BRIDGING SHALL BE STEEL PLATE DESIGNED FOR HS20_44 TRUCK LOADING PER CALTRANS BRIDGE DESIGN SPECIFICATION MANUAL. STEEL PLATING IS REQUIRED TO HAVE A NONSKID SURFACE WITH MINIMUM COEFFICIENT OF FRICTION OF 0.35 AS DETERMINED BY CALIFORNIA TEST METHOD 342. THE PLATING WILL BE REQUIRED FOR BOTH TRANSVERSE AND LONGITUDINAL TRENCHES. PLATES SHALL BE ATTACHED TOGETHER BY WELDING OR OTHER METHOD APPROVED BY THE ENGINEER AND SECURED TO THE PAVEMENT.

WHEN STEEL PLATES ARE REMOVED, THE DOWEL HOLES IN THE PAVEMENT SHALL BE BACKFILLED WITH EITHER FINE, GRADED ASPHALT CONCRETE MIX, CONCRETE SLURRY, OR EQUIVALENT SLURRY SATISFACTORY

TO THE ENGINEER.

7. REPLACEMENT OF AC BETWEEN EXCAVATION AND EDGE OF PAVEMENT:

ON ARTERIAL STREETS, COLLECTOR STREETS, STREETS THAT HAVE BEEN RESURFACED WITH AC WITHIN THE LAST FIVE YEARS, OR WHEN REQUIRED BY CITY, THE CONTRACTOR SHALL REMOVE AND REPLACE ALL INTERVENING AC PAVING FOR TRENCHES AND EXCAVATIONS LOCATED WITHIN 6 FEET OF THE EDGE OF THE PAVEMENT. ON MINOR STREETS, THE CONTRACTOR SHALL REMOVE AND REPLACE ALL INTERVENING AC PAVING FOR TRENCHES AND EXCAVATIONS LOCATED WITHIN 3 FEET OF THE EDGE OF THE PAVEMENT

PURSUANT TO SECTION 24.03.01 OF THE STANDARD PROVISIONS.

8. REPLACEMENT OF AC BETWEEN TWO EXCAVATIONS:

(NOT USED)

9. VAULT EXCAVATION AND BACKFILL:

VAULT EXCAVATIONS SHALL NOT BE BACKFILLED WITH SAND. THE DISTANCE BETWEEN THE VAULT AND SIDE OF THE EXCAVATION SHALL BE SUFFICIENTLY WIDE TO ALLOW PROPER COMPACTION OF THE AGGREGATE BASE BACKFILL MATERIAL. COMPACTION TESTS OF THE BACKFILL MATERIAL ARE REQUIRED, PARTICULARLY ON LARGE VAULTS, EXCEPT WHEN CONTROL DENSITY FILL MATERIAL IS APPROVED AND USED AS BACKFILL MATERIAL. UNEVEN PAVING AROUND NEW MANHOLES LOCATED WITHIN THE STREET OR SIDEWALK WILL NOT BE ACCEPTED. THE GRADE OF THE PAVING SURFACE AROUND THE MANHOLES SHALL BE FLAT, MATCHING THE EXISTING GRADE, AND SHALL BE NO WORSE THEN THE EXISTING GRADE OF THE STREET OR SIDEWALK BEFORE

MANHOLE WAS INSTALLED.

10. VAULT LIDS AND FRAMES:

ALL BOXES AND VAULTS PLACED IN THE SIDEWALK AREA SHALL HAVE A CONCRETE TYPE OF FINISH (POLYMER LIDS AND FRAMES ARE ACCEPTABLE). BOXES AND VAULTS LOCATED WITHIN DRIVEWAYS SHALL BE TRAFFIC

RATED BOXES AND LIDS FOR AT LEAST H20 TRAFFIC LOADS.

11. VAULTS, UTILITY RELOCATION:

WHERE PROPOSED VAULTS CONFLICT WITH MINOR LINES, SUCH AS A STREET LIGHT CONDUIT, THE CONFLICTING CONDUIT MAY, AT THE DISCRETION OF THE CITY, NEED TO BE RELOCATED IN LIEU OF

RELOCATING THE VAULT.

12. AC PAVING MACHINE:

FOR EXCAVATIONS WITHIN PAVED AREAS THAT ARE MORE THAN 8 FEET WIDE, THE AC SURFACING SHALL BE

INSTALLED WITH AN AC PAVING MACHINE.

13. COVER REQUIREMENTS:

A MINIMUM COVER OF 30" WITHIN TRAVELWAYS AND 18" WITHIN SIDEWALK AREAS AS MEASURED FROM THE TOP OF PIPE TO GROUND SURFACE IS REQUIRED FOR THE PROPOSED EXCAVATION WITHIN THE RIGHT-OF-WAY.

PROVIDE ADDITIONAL COVER TO PLACE THE UTILITY BELOW THE PAVEMENT STRUCTURAL SECTION.

14. PAVEMENT STRIPING DAMAGE:

PAVEMENT STRIPING DAMAGED AS A RESULT OF THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED IN

KIND BY THE CONTRACTOR.

SIGNS

15. STREET NAME SIGNS:

STREET NAME SIGNS SHALL BE INSTALLED ON ALL PUBLIC AND PRIVATE STREETS PER STANDARD DETAIL A-13 AND SECTION 29 OF THE STANDARD PROVISIONS. PUBLIC STREET NAME SIGNS SHALL HAVE 4-INCH WHITE REFLECTIVE, TYPE B LETTERS ON BLUE REFLECTIVE BACKGROUND ON A 6-INCH TALL, 0.080-INCH THICK ALUMINUM PLATE. PRIVATE STREET NAME SIGNS SHALL HAVE 4-INCH WHITE REFLECTIVE, TYPE B LETTERS ON A GREEN REFLECTIVE BACKGROUND ON A 0.080-INCH THICK ALUMINUM PLATE. PRIVATE STREET NAME SIGNS SHALL INCLUDE THE PHRASE "PRIVATE ST". THE CITY TRAFFIC ENGINEER MUST APPROVE PRIVATE STREET

NAMES IN ADVANCE.

WATER FOR CONSTRUCTION

16. CONSTRUCTION WATER PERMIT:

(NOT USED)

STORM DRAINS

17. STORM LINE VIDEO TAPING:

(NOT USED)

SANITARY SEWERS

18. PVC SANITARY SEWER LATERALS:

(NOT USED)

19. TESTING, CLEANING AND VIDEO TAPING SEWER LINES:

(NOT USED)

WATER MAINS AND SERVICES

20. WATER INTERRUPTIONS AND NOTIFICATIONS:

(NOT USED)

21. PVC WATER MAINS AND SERVICES:

(NOT USED)

22. WATER FITTINGS:

(NOT USED)

23. METER BOXES:

(NOT USED)

STREET LIGHTS

24. GALVANIZED STREETLIGHT POLES:

ELECTROLIER STANDARDS (TYPE-15 STREET LIGHT POLES) SHALL BE GALVANIZED. THIS IS A REVISION TO

SECTION 35-02.03 OF THE STANDARD PROVISIONS.

25. POST TOP STREETLIGHT PAINT COLOR:

(NOT USED)

TREES

26. TREE REMOVAL PERMIT:

A TREE REMOVAL PERMIT IS REQUIRED BEFORE ANY STREET TREE CAN BE REMOVED,

AND A HERITAGE TREE REMOVAL PERMIT IS REQUIRED BEFORE ANY HERITAGE TREE

CAN BE REMOVED. FOR DEVELOPMENT RELATED TREE REMOVALS, CONTACT THE

COMMUNITY DEVELOPMENT DEPARTMENT AT (650) 903-6306. FOR NON-DEVELOPMENT

RELATED TREE REMOVALS, CONTACT THE COMMUNITY SERVICES DEPARTMENT,

FORESTRY AND ROADWAY LANDSCAPE DIVISION, AT (650) 903-6273.

CATHODIC PROTECTION

27. CATHODIC PROTECTION OF NEW SERVICES AND MAINS:

ALL NEW COPPER AND DIP WATER SERVICES, DIP FIRE SERVICES AND DIP WATER MAINS SHALL BE CATHODICALLY PROTECTED PER SECTION 38 OF THE STANDARD PROVISIONS AND STANDARD DETAILS D-18

THROUGH D-38.

TRAFFIC SIGNALS

28. WORK NEAR TRAFFIC SIGNAL, NOTIFICATION:

(NOT USED)

29. TRAFFIC SIGNAL LOOP REPLACEMENT:

(NOT USED)

30. TRAFFIC SIGNAL LOOP REPLACEMENT WITHIN 72 HOURS:

(NOT USED)

BUS STOPS

31. BUS STOP OPERATIONS:

THE CONTRACTOR'S WORK SHALL NOT INTERFERE WITH THE OPERATIONS OF EXISTING BUS STOPS, UNLESS THE CITY AND VALLEY TRANSPORTATION AGENCY GRANT AN EXCEPTION. IN ORDER FOR AN EXCEPTION TO BE GRANTED BY THE CITY, THE CONTRACTOR MUST APPLY FOR THE BUS STOP CLOSURE WELL IN ADVANCE OF THE CLOSURE AND SHOW GOOD CAUSE AT TO WHY THE CLOSURE OF THE BUS STOP IS NECESSARY. THE CONTRACTOR MAY BE REQUIRED TO CONSTRUCT A TEMPORARY BUS STOP OR INSTALL APPROPRIATE DETOUR

SIGNS.

GARBAGE COLLECTION ROUTES

32. GARBAGE ROUTE OPERATIONS:

FOR ANY WORK ON OR ADJACENT TO GARBAGE AND RECYCLING COLLECTION ROUTES, THE CONTRACTOR SHALL ALLOW GARBAGE TRUCKS TO SAFELY PASS THROUGH THE CONTRACTOR'S SITE AT ALL TIMES, UNLESS

AN EXCEPTION IS GRANTED BY THE CITY.

UNDERGROUND CONDUITS-TELECOMMUNICATIONS, ETC.

33. UTILITY COMPANY NAME ON LIDS OR COVERS:

ALL UTILITY COMPANY VAULTS AND MANHOLES MUST HAVE THE UTILITY COMPANY'S NAME ON THE LID OR

COVER.

34. AS-BUILT DEPTHS AND LOCATION:

THE ACTUAL DEPTH AND HORIZONTAL OFFSETS OF NEW UTILITY CONDUITS SHALL BE SHOWN ON THE AS-BUILT PLANS AT INTERVALS OF 20 FEET OR LESS. ALL FINAL PROFILES WITH EXISTING PIPE AND DEPTH INFORMATION SHALL BE SHOWN ON THE "AS-BUILT" DRAWINGS. ALL POT-HOLE EXCAVATION LOCATION AND DATA SHALL BE

SHOWN ON THE AS-BUILT PLANS.

35. ONE-HALF FOOT PLACEMENT ACCURACY:

ALL CONDUITS INSTALLED BY TRENCHING, DIRECTIONAL BORING AND MICRO TUNNELING METHODS SHALL BE INSTALLED WITHIN ONE-HALF FOOT OF THE HORIZONTAL ALIGNMENT SHOWN ON THE PLANS, UNLESS THE CITY

APPROVES AN EXCEPTION.

36. CONDUIT LOCATOR OR TRACER WIRE:

A TRACER CABLE, WIRE OR SHIELDED CABLE SHALL BE INSTALLED WITH CONDUITS FOR FIBER OPTIC LINES, AND OTHER SIMILAR NON-TRACEABLE CONDUITS, IN SUCH A MANOR THAT THE EXACT LOCATION OF THE CONDUITS CAN BE DETERMINED BY THE UTILITY OWNER USING FIELD LOCATING EQUIPMENT. FOR JOINT TRENCH UTILITY WORK, EACH COMPANY MUST HAVE THEIR OWN TRACER CABLE, WIRE OR SHIELDED CABLE, SO THAT EACH COMPANY CAN LOCATE THEIR OWN CONDUITS. FOR PLASTIC GAS AND GROUND WATER EXTRACTION SYSTEM PIPES, A TRACER TAPE MAY BE USED IN LIEU OF A TRACER CABLE OR WIRE, AS A

TRACER CABLE OR WIRE CANNOT BE INSERTED IN THESE TYPES OF PIPE.

37. VAULT SURFACE FINISHING AND TRAFFIC RATING:

ALL BOXES AND VAULTS PLACED IN THE SIDEWALK AREA SHALL HAVE A CONCRETE TYPE OF FINISH (POLYMER LIDS AND FRAMES ARE ACCEPTABLE). BOXES AND VAULTS LOCATED WITHIN DRIVEWAYS SHALL BE TRAFFIC

RATED BOXES AND LIDS FOR AT LEAST H20 TRAFFIC LOADS.

38. REPLACEMENT OF SIDEWALK BETWEEN VAULTS:

(NOT USED)

REVISIONS

NO. DATE DESCRIPTION APPROVED

SCALE: DATE: SHEET:

2/21/2025 OF 20

DESIGNED BY:

DRAWN BY:

PIN:

Mountain View

1302 INIGO WAY, MOUNTAIN VIEW, CA 94043

MOUNTAIN VIEW COMMUNITY SHUTTLE

CHARGING STATION PROJECT

2/21/25 ISSUE FOR PERMIT1

4NTS

GENERAL NOTES

MONITORING AND EXTRACTION WELLS

1. SCVWD REQUIREMENTS:

ALL WELL WORK SHALL COMPLY WITH THE SANTA CLARA VALLEY WATER DISTRICT'S "STANDARDS FOR THE CONSTRUCTION AND DESTRUCTION OF WELLS AND OTHER DEEP EXCAVATIONS IN SANTA CLARA VALLEY."

2. WELL CLEARANCE FROM UTILITIES:

WELLS ARE TO BE LOCATED A MINIMUM DISTANCE OF 5' FROM ALL SERVICE LATERALS, MAINS AND MANHOLES.

3. REMOVAL OF DRILLING WASTES:

ALL DRILLING FLUID AND WASTE MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LEGAL

MANNER.

4. SUBMITTAL OF REPORTS:

A COPY OF ALL REPORTS SENT TO THE GOVERNING REGULATORY AGENCY, SUCH AS THE STATE REGIONAL WATER QUALITY CONTROL BOARD OR SANTA CLARA VALLEY WATER DISTRICT, FOR THE SUBJECT EXPLORATORY BORINGS, MONITORING WELLS AND EXTRACTION WELLS SHALL BE SENT TO THE PUBLIC WORKS

DEPARTMENT.

SOIL BORINGS

5. REMOVAL OF BORING WASTES:

(NOT USED)

6. BORING SEALING REQUIREMENTS:

(NOT USED)

7. BORINGS BACKFILLED WITHIN 24 HOURS:

(NOT USED)

8. BORING SEALING MIX REQUIREMENTS:

(NOT USED)

9. BORING SEALING, USE OF TREMIE PIPE:

(NOT USED)

10. SMALL DIAMETER BORING, PAVEMENT RESTORATION:

(NOT USED)

SITE RESTORATION

11. MINIMIZE DAMAGE TO LANDSCAPE:

EXISTING LANDSCAPE WITHIN THE AREA OF WORK SHALL BE CAREFULLY REMOVED AND REPLACED WITH

MINIMAL DAMAGE.

12. SITE RESTORATION:

THE CONTRACTOR SHALL RETURN THE PRIVATE YARDS, SIDEWALKS, PLANTERS, IRRIGATION SYSTEMS, AND ANY OTHER FACILITIES, PUBLIC OR PRIVATE, DISTURBED BY THE WORK TO THE SAME OR BETTER CONDITION THAT EXISTED PRIOR TO COMMENCEMENT OF THE WORK. THE CONTRACTOR SHALL MAKE A REASONABLE EFFORT TO RESTORE EACH PRIVATE YARD DISTURBED BY THE WORK WITHIN ONE WEEK AFTER THE WORK IS COMPLETED ON THE SAME YARD EXCEPT WHERE THE CITY'S INSPECTOR AGREES THAT FOR CONSTRUCTION

REASONS, THE 1 WEEK REQUIREMENT MAY BE EXTENDED.

ON-SITE GRADING

13. SOILS REPORT:

(NOT USED)

REVISIONS

NO. DATE DESCRIPTION APPROVED

SCALE: DATE: SHEET:

2/21/2025 OF 20

DESIGNED BY:

DRAWN BY:

PIN:

Mountain View

1302 INIGO WAY, MOUNTAIN VIEW, CA 94043

MOUNTAIN VIEW COMMUNITY SHUTTLE

CHARGING STATION PROJECT

2/21/25 ISSUE FOR PERMIT1

51" = 20'

EXISTING CONDITIONS & DEMOLITION PLAN

1 1

REVISIONS

NO. DATE DESCRIPTION APPROVED

SCALE: DATE: SHEET:

2/21/2025 OF 20

DESIGNED BY:

DRAWN BY:

PIN:

Mountain View

1302 INIGO WAY, MOUNTAIN VIEW, CA 94043

MOUNTAIN VIEW COMMUNITY SHUTTLE

CHARGING STATION PROJECT

2/21/25 ISSUE FOR PERMIT1

61" = 20'

SITE PLAN / SIGNING AND STRIPING PLAN

REVISIONS

NO. DATE DESCRIPTION APPROVED

SCALE: DATE: SHEET:

2/21/2025 OF 20

DESIGNED BY:

DRAWN BY:

PIN:

Mountain View

1302 INIGO WAY, MOUNTAIN VIEW, CA 94043

MOUNTAIN VIEW COMMUNITY SHUTTLE

CHARGING STATION PROJECT

2/21/25 ISSUE FOR PERMIT1

71" = 5'

GRADING PLAN

REVISIONS

NO. DATE DESCRIPTION APPROVED

SCALE: DATE: SHEET:

2/21/2025 OF 20

DESIGNED BY:

DRAWN BY:

PIN:

Mountain View

1302 INIGO WAY, MOUNTAIN VIEW, CA 94043

MOUNTAIN VIEW COMMUNITY SHUTTLE

CHARGING STATION PROJECT

2/21/25 ISSUE FOR PERMIT1

81" = 20'

EROSION CONTROL PLAN

CONTRACTOR SHALL PROTECT ALL

PUBLIC STORM DRAIN INLETS

WITHIN 250' OF THE PROJECT SITE.

REVISIONS

NO. DATE DESCRIPTION APPROVED

SCALE: DATE: SHEET:

2/21/2025 OF 20

DESIGNED BY:

DRAWN BY:

PIN:

Mountain View

1302 INIGO WAY, MOUNTAIN VIEW, CA 94043

MOUNTAIN VIEW COMMUNITY SHUTTLE

CHARGING STATION PROJECT

2/21/25 ISSUE FOR PERMIT1

9NTS

EROSION CONTROL DETAILS

FIBER ROLLS 2 INLET PROTECTION (TYPE A)1

CONCRETE WASTE MANAGEMENT 5 STOCKPILE COVERING

3 INLET PROTECTION (TYPE B)

REVISIONS

NO. DATE DESCRIPTION APPROVED

SCALE: DATE: SHEET:

2/21/2025 OF 20

DESIGNED BY:

DRAWN BY:

PIN:

Mountain View

1302 INIGO WAY, MOUNTAIN VIEW, CA 94043

MOUNTAIN VIEW COMMUNITY SHUTTLE

CHARGING STATION PROJECT

2/21/25 ISSUE FOR PERMIT1

10 1NTS

CONSTRUCTION DETAILS

- CTMV STD DTL A-6 - CTMV STD DTL A-7

1 26" VERTICAL CURB (NTS) 6" VERTICAL CURB TRANSITION (NTS) 4 A.C.GRIND AND CONFORM DETAIL (NTS)

3 12" AC DEEPLIFT (NTS)

- CTMV STD DTL A-8A - CTMV STD DTL A-18 - CTMV STD DTL RW-1

REVISIONS

NO. DATE DESCRIPTION APPROVED

SCALE: DATE: SHEET:

2/21/2025 OF 20

DESIGNED BY:

DRAWN BY:

PIN:

Mountain View

1302 INIGO WAY, MOUNTAIN VIEW, CA 94043

MOUNTAIN VIEW COMMUNITY SHUTTLE

CHARGING STATION PROJECT

2/21/25 ISSUE FOR PERMIT1

11NTS

BEST MANAGEMENT PRACTICES

REVISIONS

NO. DATE DESCRIPTION APPROVED

SCALE: DATE: SHEET:

2/21/2025 OF 20

DESIGNED BY:

DRAWN BY:

PIN:

Mountain View

1302 INIGO WAY, MOUNTAIN VIEW, CA 94043

MOUNTAIN VIEW COMMUNITY SHUTTLE

CHARGING STATION PROJECT

2/21/25 ISSUE FOR PERMIT1

121" = 20'

TRAFFIC CONTROL PLAN

REVISIONS

NO. DATE DESCRIPTION APPROVED

SCALE: DATE: SHEET:

02/21/2025 OF 20

DESIGNED BY:

DRAWN BY:

PIN:

City of

Mountain View

1302 INIGO WAY, MOUNTAIN VIEW, CA 94043

MOUNTAIN VIEW EV SHUTTLE PROJECT

PROJECT NO. 205-23-02

NTS

ELECTRICAL GENERAL

1 2/21/25 ISSUE FOR PERMIT

REVISIONS

NO. DATE DESCRIPTION APPROVED

SCALE: DATE: SHEET:

02/21/2025 OF 20

DESIGNED BY:

DRAWN BY:

PIN:

City of

Mountain View

1302 INIGO WAY, MOUNTAIN VIEW, CA 94043

MOUNTAIN VIEW EV SHUTTLE PROJECT

PROJECT NO. 205-23-02

1" = 20'

ELECTRICAL PLAN

MOUNTAIN VIEW EV SHUTTLE PROJECT

REVISIONS

NO. DATE DESCRIPTION APPROVED

SCALE: DATE: SHEET:

02/21/2025 OF 20

DESIGNED BY:

DRAWN BY:

PIN:

City of

Mountain View

1302 INIGO WAY, MOUNTAIN VIEW, CA 94043

MOUNTAIN VIEW EV SHUTTLE PROJECT

PROJECT NO. 205-23-02

NTS

SINGLE LINE DIAGRAM

MOUNTAIN VIEW EV SHUTTLE PROJECT

1 2

3 4

CITY OF MOUNTAIN VIEW, CALIFORNIA

PUBLIC WORKS DEPARTMENT

REVISIONS

NO. DATE DESCRIPTION APPROVED

SCALE: DATE: SHEET:

02/21/2025 OF 20

DESIGNED BY:

DRAWN BY:

PIN:

City of

Mountain View

1302 INIGO WAY, MOUNTAIN VIEW, CA 94043

MOUNTAIN VIEW EV SHUTTLE PROJECT

PROJECT NO. 205-23-02

NTS

ELECTRICAL DETAILS

1 2/21/25 ISSUE FOR PERMIT

REVISIONS

NO. DATE DESCRIPTION APPROVED

SCALE: DATE: SHEET:

02/21/2025 OF 20

DESIGNED BY:

DRAWN BY:

PIN:

City of

Mountain View

1302 INIGO WAY, MOUNTAIN VIEW, CA 94043

MOUNTAIN VIEW EV SHUTTLE PROJECT

PROJECT NO. 205-23-02

1" = 20'

ELECTRICAL DETAILS

MOUNTAIN VIEW EV SHUTTLE PROJECT

1 2/21/25 ISSUE FOR PERMIT

REVISIONS

NO. DATE DESCRIPTION APPROVED

SCALE: DATE: SHEET:

02/21/2025 OF 20

DESIGNED BY:

DRAWN BY:

PIN:

City of

Mountain View

1302 INIGO WAY, MOUNTAIN VIEW, CA 94043

MOUNTAIN VIEW EV SHUTTLE PROJECT

PROJECT NO. 205-23-02

NTS

PG&E REFERENCE PLANS

REVISIONS

NO. DATE DESCRIPTION APPROVED

SCALE: DATE: SHEET:

02/21/2025

DESIGNED BY:

DRAWN BY:

PIN:

1302 INIGO WAY, MOUNTAIN VIEW, CA 94043

MOUNTAIN VIEW COMMUNITY SHUTTLE

CHARGING STATION PROJECT

City of

Mountain View

(650) 938-2200

SANTA CLARA, CA 95054

2901 TASMAN DRIVE, SUITE 100

WWW.STRUCTURALENGINEERSINC.COM

AS SHOWN

DD

DD

S0.1 - GENERAL NOTES

1 2/21/25 ISSUE FOR PERMIT

SEI# 5537.00

REVISIONS

NO. DATE DESCRIPTION APPROVED

SCALE: DATE: SHEET:

02/21/2025

DESIGNED BY:

DRAWN BY:

PIN:

1302 INIGO WAY, MOUNTAIN VIEW, CA 94043

MOUNTAIN VIEW COMMUNITY SHUTTLE

CHARGING STATION PROJECT

City of

Mountain View

(650) 938-2200

SANTA CLARA, CA 95054

2901 TASMAN DRIVE, SUITE 100

WWW.STRUCTURALENGINEERSINC.COM

AS SHOWN

DD

DD

S1.0 - FOUNDATION PLAN AND DETAILS

1 2/21/25 ISSUE FOR PERMIT

SEI# 5537.00