HomeMy WebLinkAbout6.9-489100 50 2000
SCALE: 1" = 100'
SITE VICINITY MAP1
PLAN
NORTH
TRUE
NORTH
WAREHOUSE
EXPANSION
AREA
PROJECT
AREA
SCALE: NTS
PROJECT LOCATION
USGS QUADRANGLE MAP GOSFORD, CA (2021)2
DRAWING NO.RELEASERELEASED FOR . . .BYDATEAPP.FILE PATH: G:\7009\Dwg\C\7009C0_00.dwg PLOT DATE: 9/8/2023 PLOT TIME: 4:31:22 PM WAREHOUSE EXPANSION PROJECT7301 DISTRICT BOULEVARDBAKERSFIELD, CALIFORNIA 93313RELEASED:
DESIGN TEAM
ARCHITECT / DESIGNER
CONSTRUCTION MANAGER
CIVIL
STRUCTURAL
MECHANICAL / HVAC
ELECTRICAL
PLUMBING
FIRE PROTECTION
REFRIGERATION
RESERVED
TETER ENGINEERING
1200 DISCOVERY DRIVE SUITE 160
BAKERSFIELD, CA 93309
(661) 843-8400
DREYER'S ICE CREAM
BAKERSFIELD WAREHOUSE EXPANSION
7301 DISTRICT BLVD
BAKERSFIELD, CA 93313
GRADING PERMIT #23-40000040
08/23/2023
C0.00
7009 CIVIL TITLE SHEETA06/24/2022 JLB JM 60% REVIEW SETB07/13/2022 JLB JM ISSUE FOR BIDC11/18/2022 -- RDB ISSUE FOR PERMIT UPDATE002/07/2023 DL RDB ISSUE FOR CONSTRUCTION106/20/2023 RDB RDB GRADING PERMIT207/26/2023 RDB RDB GRADING PERMIT - REVISED308/23/2023 RDB RDB ADDRESS REVIEW COMMENTS0409/07/2023 RDB RDB ADDRESS REVIEW COMMENTS
The Land referred to herein below is situated in the City of Bakersfield,
County of Kern, State of California, and is described as follows:
A MERGER OF THE BOUNDARIES OF THOSE PORTIONS OF THE SOUTH HALF
OF SECTION 16, TOWNSHIP 30 SOUTH, RANGE 27 EAST, MOUNT DIABLO
BASELINE AND MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN,
STATE OF CALIFORNIA, BEING ALL OF PARCEL 1 AND PARCEL 2 OF PARCEL
MAP NO. 8010, RECORDED SEPTEMBER 24, 1986, AND FILED IN PARCEL MAP
BOOK 33 AT PAGE 158 IN THE OFFICE OF THE RECORDER FOR SAID COUNTY.
THE MERGED PARCELS ARE DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF SAID PARCEL 2, ALSO BEING A
POINT ON THE SOUTHERLY RIGHT-OF- WAY OF DISTRICT BOULEVARD AS
SHOWN ON SAID PARCEL MAP 8010;
THENCE, LEAVING SAID SOUTHERLY RIGHT-OF-WAY ON THE WESTERLY
BOUNDARY OF SAID PARCEL 2 S00°47'16"W, 710.95 FEET TO THE NORTHERLY
RIGHT-OF-WAY OF THE SOUTHERN PACIFIC RAILROAD;
THENCE, ON SAID NORTHERLY RIGHT-OF-WAY S89°08'33"E, 174.91 FEET;
THENCE, S79°02'06"E, 302.00 FEET;
THENCE, S00°51'27"W, 17.00 FEET;
THENCE, S89°08'33"E, 1798.55 FEET;
THENCE, LEAVING SAID NORTHERLY RIGHT-OF-WAY ON THE EASTERLY
BOUNDARY OF SAID PARCEL 1 N00°47'16"E, 652.95 FEET TO AN ANGLE POINT
IN THE BOUNDARY OF SAID PARCEL 1;
THENCE, ON THE NORTHEASTERLY BOUNDARY OF SAID PARCEL 1
N43°18'30"W, 182.06 FEET TO THE SOUTHERLY RIGHT-OF-WAY OF DISTRICT
BOULEVARD;
THENCE, ON SAID SOUTHERLY RIGHT-OF-WAY N89°12'44"W, 2144.00 FEET
TO THE POINT OF BEGINNING.
SHEET LIST TABLE
SHEET NUMBER SHEET TITLE SHEET REV NUMBER SHEET REV DATE
C0.00 CIVIL TITLE SHEET 4 09/07/2023
C0.01 CIVIL ABBREVIATIONS, LEGEND, AND GENERAL NOTES 2 08/23/2023
C0.10 SITE EXISTING CONDITIONS - WAREHOUSE EXPANSION E 08/23/2023
C0.50 SITE DEMOLITION PLAN - WAREHOUSE EXPANSION 2 08/23/2023
C1.00 PROPOSED IMPROVEMENTS PLAN - WAREHOUSE EXPANSION 3 09/07/2023
C2.00 SURFACE RESTORATION PLAN - WAREHOUSE EXPANSION 3 09/07/2023
C3.00 SITE UTILITY PLAN - WAREHOUSE EXPANSION 5 09/07/2023
C3.20 STORM DRAIN PLAN AND PROFILE 5 09/07/2023
C4.00 EROSION AND SEDIMENTATION CONTROL PLAN 0 08/23/2023
C5.00 CIVIL DETAIL SHEET - 1 2 08/23/2023
C5.01 CIVIL DETAIL SHEET - 2 2 08/23/2023
C5.02 CIVIL DETAIL SHEET - 3 0 08/23/2023
AS1.103 STREET LIGHTING PLAN 0 09/07/2023
23-40000040
11/06/23
GENERAL SHEET NOTES
1. EXISTING CONDITIONS PLAN AND TOPOGRAPHY FROM FIELD SURVEY
PERFORMED BY CANNON, IRVINE, CA ON JUNE 10, 2022. TEMPORARY
BENCHMARKS ARE LOCATED ON THE PLANS WITH DESCRIPTIONS AND
ELEVATIONS.
2. ELEVATIONS ON ALL SHEETS REFER TO NORTH AMERICAN VERTICAL
DATUM OF 1988 (NAVD 88) AND NORTH AMERICAN DATUM OF 1983
(NAD 83) FOR HORIZONTAL DATUM.
3. SUBSURFACE INVESTIGATIONS (BORINGS AND PROBES) WERE
CONDUCTED BY KARAZAN AND ASSOCIATES BORING CONTRACTORS OF
BAKERSFIELD, CA, JULY 13, 2022, THE SUBSURFACE INVESTIGATION
REPORT (GEOTECHNICAL REPORT) HAS BEEN INCLUDED AS AN APPENDIX
TO THE SPECIFICATIONS.
4. ALL CONSTRUCTION SHALL COMPLY WITH THE PROJECT SPECIFICATIONS;
TOWN/CITY OF BAKERSFIELD SPECIFICATIONS, AND CALIFORNIA
DEPARTMENT OF TRANSPORTATION SPECIFICATIONS IN THE ABOVE
REFERENCED HIERARCHY. IF SPECIFICATIONS ARE IN CONFLICT, THE
MOST STRINGENT SPECIFICATION SHALL APPLY.
5. THE OWNER SHALL ENGAGE THE SERVICES OF A THIRD-PARTY MATERIALS
TESTING AGENCY AND GEOTECHNICAL ENGINEER TO CONDUCT
INSPECTIONS AND TESTING. CONTRACTOR SHALL COORDINATE TESTING
AND INSPECTIONS THROUGH THE CONSTRUCTION MANAGER OR
OWNER'S REPRESENTATIVE, AND PROVIDE 48 HOURS NOTICE FOR TESTS
AND INSPECTIONS. IF MATERIALS PLACED BY CONTRACTOR FAIL
INSPECTION, THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED
WITH SUBSEQUENT TESTING AND INSPECTION UNTIL MATERIAL PASSES.
6. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS
REQUIRED BY THE AHJ PRIOR TO CONSTRUCTION, INCLUDING WORK
WITHIN COUNTY OR STATE ROADWAYS AND/OR RIGHT-OF-WAYS.
CONTRACTOR SHALL OBTAIN PERMITS AND PAY ASSOCIATED FEES TO
PERFORM ALL WORK, INCLUDING FOR STREET REPAIR AND
REPLACEMENT, TRENCHING, AND CONNECTION TO EXISTING UTILITIES.
CONTRACTOR SHALL POST ALL BONDS, PAY ALL FEES, PROVIDE PROOF OF
INSURANCE, AND PROVIDE MAINTENANCE AND PROTECTION OF TRAFFIC
IN ACCORDANCE WITH THE REQUIREMENTS OF THE AHJ.
7. THE CONTRACTOR IS HEREBY ADVISED THAT ALL LOCATIONS OF EXISTING
PIPES, CONDUITS, UTILITIES, FOUNDATIONS, AND UNDERGROUND
STRUCTURES ARE NOT WARRANTED TO BE CORRECT NOR ACCURATE
AND THE CONTRACTOR SHALL HAVE NO CLAIM ON THAT ACCOUNT
SHOULD THEY BE OTHER THAN SHOWN. LOCATIONS OF EXISTING
UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS AS
REPRESENTED BY UTILITY DRAWINGS, THEREFORE THEIR ACTUAL
LOCATIONS MAY VARY. IT IS UNDERSTOOD AND AGREED THAT THE
CONTRACTOR SHALL MAKE EXAMINATIONS IN THE FIELD BY VARIOUS
AVAILABLE METHODS AND SHALL OBTAIN INFORMATION FROM UTILITY
COMPANIES AND INDIVIDUALS AS TO THE LOCATION OF ALL
SUB-SURFACE STRUCTURES. UNDER NO CIRCUMSTANCES SHALL THE
CONTRACTOR EXCAVATE IN ANY AREA PRIOR TO A SIGNED CONTRACT
AND NOTICE TO PROCEED.
8. THE CONTRACTOR IS HEREBY REMINDED THAT “CALL BEFORE YOU DIG”
MARK-OUTS BY THE APPROPRIATE UTILITY COMPANY ARE REQUIRED.
CONTRACTOR SHALL CALL 811 OR 800-422-4133 AT LEAST 72 HOURS
PRIOR TO COMMENCEMENT OF CONSTRUCTION.
9. UTILITIES IN AREAS OUTSIDE THE LIMITS OF “CALL BEFORE YOU DIG”
MARK-OUTS SHALL BE LOCATED BY PRIVATE UTILITY LOCATING
COMPANY. CONTRACTOR SHALL BEAR ALL COSTS FOR UTILITY LOCATING.
10. “UTILITY IDENTIFICATION TAPE”: AFTER PLACING APPROXIMATELY 2 FEET
OF BACKFILL MATERIAL OVER ALL UTILITY PIPING, INCLUDING EXISTING
PIPING, THE CONTRACTOR SHALL PLACE A 6-INCH WIDE
NON-DETECTABLE STRIP OR DURABLE, COLOR CODED (RED FOR
ELECTRIC; YELLOW FOR GAS OR OIL; ORANGE FOR COMMUNICATIONS;
BLUE FOR WATER; GREEN FOR SANITARY AND STORM SEWER)
UNDERGROUND UTILITY IDENTIFICATION TAPE IMPRINTED WITH AN
APPROPRIATE WARNING INDICATING THE PRESENCE OF THE BURIED
UTILITY.
11. GAS MAINS AND TELEPHONE LINES ARE ASSUMED TO HAVE THREE (3)
FEET OF COVER UNLESS SHOWN OTHERWISE.
12. WATER MAINS ARE ASSUMED TO HAVE FOUR AND A HALF (4.5) FEET OF
COVER UNLESS SHOWN OTHERWISE.
13. GAS MAIN AND SERVICE RELOCATION WORK, IF NECESSARY, WILL BE
COORDINATED WITH ENGINEER AND CONTRACTOR, AND WILL BE
PERFORMED BY CALIFORNIA NATURAL GAS COMPANY AT THE OWNERS
EXPENSE. TEST PITS SHALL BE PERFORMED PRIOR TO PIPE INSTALLATION
FOR SUSPECT GAS MAIN AND SERVICE CONFLICTS.
14. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPORT AND PROTECTION
OF EXISTING UTILITIES AND STRUCTURES, AS WELL ANY REPAIR AND/OR
REPLACEMENT COSTS OF UTILITIES DAMAGED DURING CONSTRUCTION
WHETHER ABOVE OR BELOW GRADE.
15. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL
UTILITY RELOCATION WORK. CLAIMS FOR EXTRAS WILL NOT BE
ALLOWED FOR DELAY OR WORK DUE TO UTILITY COMPANY
COORDINATION OR UTILITY RELOCATION WORK.
16. CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER OF ANY
SUBSURFACE UTILITY OR OTHER PIPE NOT SHOWN ON THE DRAWINGS
THAT IS ENCOUNTERED DURING CONSTRUCTION. HORIZONTAL
LOCATION AND ELEVATION SHALL BE ELECTRONICALLY SURVEYED, AND
SUBMITTED TO ENGINEER IN THE SAME COORDINATE SYSTEM THAT THE
CONTRACT DRAWINGS WERE PRODUCED.
17. CONTRACTOR AND THEIR PERSONNEL SHALL FOLLOW ALL FEDERAL,
STATE AND LOCAL REQUIREMENTS FOR SAFETY WHEN IN CONFINED
SPACES. ALSO REFER TO RECOMMENDATIONS IN THE NATIONAL
INSTITUTE FOR OCCUPATIONAL SAFETY AND HEALTH PUBLICATION NO.
80-106, “WORKING IN CONFINED SPACES”.
18. CONTRACTOR SHALL COMPLY WITH CFR29 PART 1926 FOR EXCAVATION,
TRENCHING, AND TRENCH PROTECTION REQUIREMENTS.
19. EXCAVATION EXCEEDING 20-FEET IN DEPTH REQUIRES THE DESIGN OF A
TRENCH SAFETY SYSTEM DESIGNED BY A REGISTERED PROFESSIONAL
ENGINEER IN THE STATE IN WHICH THE WORK IS TO BE PERFORMED.
20. CONTRACTOR SHALL ADHERE TO ALL OSHA, FEDERAL, AND LOCAL
REGULATIONS WHEN OPERATING CRANES, BOOMS, HOISTS, ETC. IN
PROXIMITY OF OVERHEAD ELECTRIC LINES. IF CONTRACTOR MUST
OPERATE EQUIPMENT CLOSE TO ELECTRIC LINES CONTACT ELECTRIC
COMPANY TO MAKE ARRANGEMENTS FOR PROPER SAFEGUARDS.
CONTRACTOR SHALL PAY ANY ASSOCIATED FEES CHARGED BY THE
ELECTRIC COMPANY.
21. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EXISTING
FLOWS IN SANITARY SEWERS, STORM DRAINAGE SYSTEMS, AND FOR
OBTAINING ALL PERMITS, AS SPECIFIED.
22. ALL DEWATERING SHALL BE DIRECTED TO COMBINED OR SANITARY
SEWERS AT LOCATIONS AS APPROVED BY THE ENGINEER. DO NOT
DISCHARGE GROUND WATER TO STORM DRAINS. ALL DEWATERING
ACTIVITIES SHALL COMPLY WITH THE TECHNICAL SPECIFICATIONS AND
STATE DEPARTMENT OF ENVIRONMENTAL PROTECTION REGULATIONS.
THE CONTRACTOR SHALL NOT COMMENCE DEWATERING DISCHARGE
WITHOUT THE EXPRESS WRITTEN APPROVAL OF THE ENGINEER OR
OWNER, AS SPECIFIED.
23. NOT ALL TEST PIT LOCATIONS ARE SHOWN ON THE PLANS. EXCAVATE
TEST PITS IN LOCATIONS AS DIRECTED BY THE ENGINEER. TEST PITS
SHALL BE DUG TO ADJUST PIPING AS REQUIRED BY THE ENGINEER.
24. ALL PIPE SECTIONS SHOWING LENGTHS IN LINEAR FEET ARE
TWO-DIMENSIONAL MEASUREMENTS TAKEN FROM CENTER TO CENTER
OF EACH ADJOINING MANHOLE OR STRUCTURE.
25. UNLESS OTHERWISE NOTED, PVC PIPE SHALL BE SDR 35, DI PIPE FOR
SEWER SHALL BE CLASS 52 LINED WITH PROTECTO 401 INTERIOR
COATING, DI PIPE FOR WATER SHALL BE CLASS 54 AND RC PIPE SHALL BE
CLASS IV.
26. SILT SACKS SHALL BE PLACED AROUND ALL CATCH BASINS SUBJECT TO
RUNOFF FROM CONSTRUCTION AREAS.
27. AT CONNECTION BETWEEN EXISTNG AND NEW PIPES, SLEEVES, NIPPLES
AND ACCESSORIES NECESSARY FOR MAKING CONNECTIONS MAY NOT BE
SHOWN IN THE DETAILS. THE CONTRACTOR SHALL FURNISH AND
INSTALL ALL ITEMS AS NECESSARY FOR CONNECTING TO EXISTING PIPES
AND AS INDICATED IN THE SPECIFICATIONS.
28. CONTRACTOR SHALL PROVIDE THE OWNER, LOCAL FIRE/POLICE
AUTHORITIES, SCHOOL DEPARTMENT, LOCAL BUSINESSES AND PUBLIC
TRANSPORTATION AGENCIES A DETAILED PLAN OF APPROACH
INDICATING METHODS OF PROPOSED TRAFFIC ROUTING WHEN
WORKING IN THE PUBLIC WAY. COMMUNICATION WITH DEPARTMENTS,
LOCAL BUSINESSES AND PUBLIC TRANSPORTATION AGENCIES SHALL BE
MAINTAINED THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD.
29. CONTRACTOR SHALL RESTORE ANY UTILITY STRUCTURE, UTILITY, PIPE,
PAVEMENT, CURBS, SIDEWALKS, DRAINAGE STRUCTURE, SWALE, OR
LANDSCAPED AREAS DISTURBED BY CONSTRUCTION TO THEIR ORIGINAL
CONDITION OR BETTER TO THE SATISFACTION OF THE OWNER,
MUNICIPALITY, OR STATE DOT.
30. CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC DEVICES FOR
PROTECTION OF VEHICLES AND PEDESTRIANS CONSISTING OF DRUMS,
BARRIERS, SIGNS, LIGHTS, FENCES, AND UNIFORMED TRAFFIC
CONTROLLERS AS REQUIRED OR ORDERED BY THE ENGINEER OR
REQUIRED BY THE AHJ. CONTRACTOR SHALL MAINTAIN ALL TRAFFIC
LANES AND PEDESTRIAN WALKWAYS AT ALL TIMES UNLESS WRITTEN
APPROVAL FROM THE APPROPRIATE GOVERNING AGENCY IS GRANTED.
31. CONTRACTOR SHALL PROTECT ALL IRON PINS, MONUMENTS, AND
PROPERTY CORNERS DURING CONSTRUCTION. ANY DISTURBED
BOUNDARY MARKERS SHALL BE RESET BY A LICENSED LAND SURVEYOR
AT THE EXPENSE OF THE CONTRACTOR.
32. CONTRACTOR SHALL PROVIDE AS-BUILT DRAWINGS OF ALL
CONSTRUCTION, INCLUDING UNDERGROUND UTILITIES, TO THE
ENGINEER AT THE END OF CONSTRUCTION.
33. THE ONSITE STORM DRAINAGE SYSTEM WILL BE PRIVATELY OWNED AND
MAINTAINED BY THE OWNER. THE CITY OF BAKERSFIELD WILL NOT
ASSUME RESPONSIBILITY OVER THE MAINTENANCE.
CIVIL LEGEND
515.75
301
A
14
W
%0.5
3:1
DRAWING NO.RELEASERELEASED FOR . . .BYDATEAPP.FILE PATH: G:\7009\Dwg\C\7009C0_00.dwg PLOT DATE: 8/23/2023 PLOT TIME: 1:31:51 PM WAREHOUSE EXPANSION PROJECT7301 DISTRICT BOULEVARDBAKERSFIELD, CALIFORNIA 93313C0.01
7009 CIVIL ABBREVIATIONS, LEGEND, ANDGENERAL NOTESA06/24/2022 JLB JM 60% REVIEW SETB07/13/2022 JLB JMISSUE FOR BIDC11/18/2022 -- RDB ISSUE FOR PERMIT UPDATE002/07/2023 RDB RDB ISSUE FOR CONSTRUCTION107/26/2023 RDB RDB GRADING PERMIT REVISED208/23/23 RDB RDB ADDRESS REVIEW COMMENTS-------- ---------- --
1
23-40000040
11/06/23
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0 20 10 40SCALE: 1" = 20'
SITE EXISTING CONDITIONS - WAREHOUSE EXPANSION1
PLAN
NORTH
TRUE
NORTH
GENERAL SHEET NOTES
1. EXISTING CONDITIONS PLAN AND TOPOGRAPHY FROM FIELD SURVEY
PERFORMED BY CANNON, IRVINE, CA ON JUNE 10, 2022. TEMPORARY
BENCHMARKS ARE LOCATED ON THE PLANS WITH DESCRIPTIONS AND
ELEVATIONS.
2. UTILITY INFORMATION PROVIDED BY EXISTING DENNIS GROUP DREYER'S
PROJECT.
3. SUBSURFACE INVESTIGATIONS (BORINGS AND PROBES) WERE
CONDUCTED BY KARAZAN AND ASSOCIATES BORING CONTRACTORS OF
BAKERSFIELD, CA, JULY 13, 2022, THE SUBSURFACE INVESTIGATION
REPORT (GEOTECHNICAL REPORT) HAS BEEN INCLUDED AS AN APPENDIX
TO THE SPECIFICATIONS.
4. CONTRACTOR TO VERIFY DEPTH AND LOCATIONS OF EXISTING UTILITIES
PRIOR TO CONSTRUCTION OR EXCAVATION.
DRAWING NO.RELEASERELEASED FOR . . .BYDATEAPP.FILE PATH: G:\7009\Dwg\C\7009C0_10.dwg PLOT DATE: 8/23/2023 PLOT TIME: 1:21:48 PM WAREHOUSE EXPANSION PROJECT7301 DISTRICT BOULEVARDBAKERSFIELD, CALIFORNIA 93313C0.10
7009 SITE EXISTING CONDITIONS - WAREHOUSEEXPANSIONA06/24/2022 JLB JM 60% REVIEW SETB07/13/2022 JLB JM ISSUE FOR BIDC11/18/2022 -- RDB ISSUE FOR PERMIT UPDATE002/07/2023 RDB RDB ISSUE FOR CONSTRUCTIONE08/23/23 RDB RDB ADDRESS REVIEW COMMENTS-------- ---------- ---------- --
23-40000040
11/06/23
28.97'
16.28'
18.18'111.69'12.81'EXISTING GAS FUEL STATION TO BE
REMOVED AND RELOCATED ON SITE
EXISTING PIV TO BE REMOVED
AND RELOCATED ON SITE.
EXISTING TRANSFORMER TO
BE PROTECTED IN PLACE
EXISTING LIFT STATION TO
BE PROTECTED IN PLACE
EXISTING CONCRETE
CHEMICAL
CONTAINMENT AREA
EXISTING LIGHT POLE TO BE
PROTECTED IN PLACE EXISTING LIGHT POLE TO
BE PROTECTED IN PLACE
EXISTING LIGHT POLE TO BE
PROTECTED IN PLACE
EXISTING CONCRETE TO
BE BE REMOVED AND
DISPOSED OF OFF SITE
EXISTING CONCRETE
EXISTING CONCRETE
FIR E WATER L INE TO BE RE
M
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D
AND DI SPOS
E
D
OF OF
F
SI
TE
24" STORM DRAI N TO REMAI
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(TYP)REMOVE CONCRETE PAD
AND DISPOSE OF OFF SITE
EXISTING LIGHT POLE TO
BE PROTECTED IN PLACE
EXISTING LIGHT POLE TO
BE PROTECTED IN PLACE
17
8
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SAWCUT CONCRETE PAVING ALONG
EXISTING CONTROL JOINT
EXISTING CURB AND GUTTER
TO REMAIN EXISTING CURB AND GUTTER
TO BE REMOVED EXISTING FIRE ROAD TO REMAIN
ACCESSIBLE DURING CONSTRUCTION
EXISTING PIV TO BE REMOVED
AND RELOCATED ON SITE.
EXISTING PIV TO BE REMOVED
AND RELOCATED ON SITE.
FIRE W
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LINE
TO BE
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AND DI SPOS
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OF OF
F
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FIRE WATER LINE TO BE REMOVED
AND DISPOSED OF OFF SITE
EXISTING STORM PIPE
TO BE REMOVED
0 20 10 40
SCALE: 1" = 20'
SITE DEMOLITION PLAN - WAREHOUSE EXPANSION1
PLAN
NORTH
TRUE
NORTH
SHEET KEYNOTES
EXISTING BUILDING
SITE MATERIALS LEGEND
CONCRETE DEMOLITION
LIMIT OF DISTURBANCE
1. POTHOLE EXISTING UTILITY TO DETERMINE DEPTH, MATERIAL AND SIZE OF
LINE.
2. EXISTING ELECTRICAL TO BE REMOVED AND DISPOSED OF BY
ELECTRICAL CONTRACTOR. SEE ELECTRICAL PLAN FOR DETAILS.
3. EXISTING CHEMICAL CONTAINMENT AREA TO BE REMOVED AND DISPOSED
OF OFF SITE. ALL CONTAINERS, EQUIPMENT AND OTHER ITEMS WITHIN
EXISTING CONTAINMENT AREA TO BE REMOVED BY OWNER PRIOR TO
DEMOLITION.
4. LIGHT POLES (4 PLACES) TO BE REMOVED BY ELECTRICAL CONTRACTOR.
UPON COMPLETION, ELECTRICAL CONTRACTOR TO VERIFY ALL CIRCUITS
ARE ISOLATED AND MADE SAFE SITE/CIVIL CONTRACTOR TO REMOVE
BASES AND DISPOSE OF OFF SITE.
5. REMOVE EYEWASH STATION (4 PLACES) STORE ON SITE AT OWNERS
DESIGNATED LOCATION. TO BE REINSTALLED AT RELOCATED
CONTAINMENT AREA - SEE DETAIL 4 ON SHEET C5.00 AND C5.02.
6. EXISTING PIV (3 PLACES) TO BE REMOVED. POST TO BE PROTECTED ON
SITE AND RELOCATED AS PER CONTRACTOR DIRECTION. VALVE TO BE
REPLACED.
7. EXISTING FIRE LINE TO BE REMOVED AND CAPPED.
8. EXISTING DRAINAGE INLET TO BE PROTECTED IN PLACE.
9. EXISTING DRAINAGE INLET TO BE PROTECTED AND MODIFIED TO
BAKERSFIELD CURB AND GUTTER DRAINAGE INLET. SEE DETAIL 5 ON
SHEET C5.00.
10. EXISTING BOLLARD (13) NINE TO BE REMOVED AND STORED ON SITE AND
RELOCATED AS PER CONTRACTOR AND OWNERS DIRECTION.
11. EXISTING CLEANOUT TO BE REMOVED AND DISPOSED OF OFF SITE.
12. EXISTING ASPHALT TO BE REMOVED AND DISPOSED OF OFF SITE.
13. EXISTING FENCE TO BE REMOVED AND STORED ON SITE AND RELOCATED
TO CONTAINMENT AREA.
14. EXISTING STORM DRAIN MANHOLE TO BE REMOVED.
15. 30" STORM DRAIN PIPING TO BE REMOVED.
16. 18" STORM DRAIN PIPING TO BE REMOVED.
17. 24" STORM DRAIN PIPING TO BE REMOVED.
18. EXISTING FIRE HYDRANT (2 PLACES) TO BE REMOVED AND RELOCATED.
19. EXISTING VALVE TO BE REMOVED AND RELOCATED.
20. DISPOSE OF ALL EXCAVATED TRENCH MATERIALS OFF SITE. BACKFILL AND
COMPACT TRENCH WITH PREDOMINANTLY GRANULAR MATERIALS
COMPACTED TO 95% RELATIVE DENSITY PER ASTM D-1557.
21. SAWCUT AND REMOVE ASPHALT PAVING FOR STORM DRAIN SERVICE,
PATCH TO MATCH EXISTING.
22. REMOVE FOR FIRE WATER LINE SERVICE, PATCH TO MATCH EXISTING.
23. EXISTING CONCRETE ROAD, SIDEWALK, PADS, WATERWAYS, CURB AND
GUTTER TO BE REMOVED AND DISPOSED OF OFF SITE.
24. PROTECT BOLLARD IN PLACE.
25. PROTECT SCALE IN PLACE.
26. CLEAR AND GRUB EXISTING SURFACE.
CLEAR AND GRUB DEMOLITION
ASPHALT DEMOLITION
DEMOLITION NOTES
1. THE CONTRACTOR SHALL ATTEND A PRE-CONSTRUCTION MEETING WITH OWNER
AND THE ENGINEER PRIOR TO DEMOLITION OR EARTH MOVING. THE
CONTRACTOR SHALL HAVE EXISTING UTILITIES FIELD LOCATED AND MARKED-OUT
PRIOR TO MEETING.
2. ENGINEER IS NOT RESPONSIBLE FOR SITE SAFETY MEASURES TO BE EMPLOYED
DURING CONSTRUCTION. ENGINEER HAS NO CONTRACTUAL DUTY TO CONTROL
THE SAFEST METHODS OR MEANS OF THE WORK, JOBSITE RESPONSIBILITIES,
SUPERVISE SAFETY, AND DOES NOT VOLUNTARILY ASSUME ANY SUCH DUTY OR
RESPONSIBILITY.
3. ALL BUILDINGS, INCLUDING FOUNDATION WALLS AND FOOTINGS INDICATED ON
THIS PLAN ARE TO BE REMOVED FROM SITE. CONTRACTOR SHALL SECURE ANY
PERMITS, PAY ALL FEES AND PERFORM CLEARING AND GRUBBING AND DEBRIS
REMOVAL PRIOR TO COMMENCEMENT OF GRADING OPERATIONS.
4. SEDIMENT AND EROSION CONTROLS AS SHOWN ON THE SEDIMENT AND EROSION
CONTROL PLAN AND/OR DEMOLITION PLAN SHALL BE INSTALLED BY THE
DEMOLITION CONTRACTOR PRIOR TO START OF DEMOLITION AND CLEARING AND
GRUBBING OPERATIONS.
5. REMOVE AND DISPOSE OF ANY SIDEWALKS, FENCES, STAIRS, WALLS, DEBRIS AND
RUBBISH REQUIRING REMOVAL FROM THE WORK AREA IN AN APPROVED OFF-SITE
LANDFILL, BY AN APPROVED CONSTRUCTION AND DEMOLITION WASTE HAULER.
HAULER SHALL COMPLY WITH ALL REGULATORY REQUIREMENTS.
6. THE CONTRACTOR SHALL SECURE ALL PERMITS FOR HIS DEMOLITION AND
DISPOSAL OF HIS DEMOLITION MATERIAL TO BE REMOVED FROM THE SITE. THE
CONTRACTOR SHALL POST BONDS AND PAY PERMIT FEES AS REQUIRED.
BUILDING DEMOLITION CONTRACTOR SHALL BE RESPONSIBLE FOR PERMITS AND
DISPOSAL OF ALL BUILDING DEMOLITION DEBRIS IN AN APPROVED OFF-SITE
LANDFILL.
7. ASBESTOS OR HAZARDOUS MATERIAL, IF FOUND ON SITE, SHALL BE REMOVED BY
A LICENSED HAZARDOUS MATERIAL CONTRACTOR. THERE ARE NO KNOWN
ASBESTOS OR HAZARDOUS MATERIAL, ON SITE.
8. THE CONTRACTOR SHALL PREPARE ALL MANIFEST DOCUMENTS AS REQUIRED
PRIOR TO COMMENCEMENT OF DEMOLITION.
9. THE CONTRACTOR SHALL PUMP OUT BUILDING FUEL AND WASTE OIL TANKS (IF
ANY ARE ENCOUNTERED) AND DISPOSE FUEL AT AN APPROVED DISPOSAL
FACILITY BY A LICENSED HAZARDOUS WASTE CONTRACTOR OR USED OIL
CONTRACTOR IN ACCORDANCE WITH STATE REGULATIONS. THERE ARE NO
KNOWN WASTE OIL TANKS ON SITE.
10. THE CONTRACTOR SHALL CUT AND PLUG, OR ARRANGE FOR THE APPROPRIATE
UTILITY COMPANY TO CUT AND PLUG ALL SERVICE PIPING AT THE STREET LINE OR
MAIN, AS REQUIRED, OR AS OTHERWISE NOTED. ALL SERVICES MAY NOT BE
SHOWN ON THIS PLAN. THE CONTRACTOR SHALL INVESTIGATE THE SITE PRIOR TO
BIDDING TO DETERMINE THE EXTENT OF SERVICE PIPING TO BE REMOVED, CUT
OR PLUGGED. THE CONTRACTOR SHALL PAY ALL UTILITY CO. FEES FOR
ABANDONMENT'S AND REMOVALS.
11. THE DEMOLITION CONTRACTOR SHALL STABILIZE THE SITE AND KEEP EROSION
CONTROL MEASURES IN PLACE UNTIL THE COMPLETION OF HIS WORK OR UNTIL
THE COMMENCEMENT OF WORK BY THE SITE CONTRACTOR, WHICHEVER OCCURS
FIRST, AS REQUIRED OR DEEMED NECESSARY BY THE ENGINEER OR OWNER'S
REPRESENTATIVE. THE SITE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR
THE MAINTENANCE OF EXISTING EROSION AND SEDIMENTATION CONTROLS AND
FOR INSTALLATION OF ANY NEW EROSION AND SEDIMENTATION CONTROLS AS
PER THE SEDIMENT AND EROSION CONTROL PLAN, AT THAT TIME.
12. EXISTING WATER AND FIRE PROTECTION SERVICES SHALL BE DISCONNECTED
AND CAPPED AT MAIN IN ACCORDANCE WITH THE REQUIREMENTS OF THE WATER
COMPANY. REMOVE EXISTING ONSITE WATER AND FIRE PROTECTION PIPING TO
BE ABANDONED TO RIGHT-OF-WAY LINE.
13. EXISTING SANITARY SEWER LATERAL SHALL BE PLUGGED WITH NON-SHRINK
GROUT AT STREET LINE OR AT MAIN CONNECTION IN ACCORDANCE WITH SEWER
AUTHORITY REQUIREMENTS. REMOVE EXISTING LATERAL PIPING WITHIN SITE.
14. NATURAL GAS SERVICES SHALL BE CAPPED AND SERVICE LINES PURGED OF
RESIDUAL GAS IN ACCORDANCE WITH THE GAS COMPANY REQUIREMENTS. WORK
TO BE COORDINATED BY AND PAID FOR BY THE CONTRACTOR. REMOVE EXISTING
SERVICE PIPING ON SITE. ANY PROPANE TANKS SHALL BE PURGED OF RESIDUAL
GAS BY PROPANE SUPPLIER. CONTRACTOR SHALL COORDINATE THIS WORK AND
PAY NECESSARY FEES.
15. THE CONTRACTOR SHALL PROVIDE WRITTEN NOTIFICATION TO THE TOWN OF
ENGINEERING DEPARTMENT, TELEPHONE CO., CABLE COMPANY, GAS COMPANY,
ELECTRIC COMPANY, THE TOWN OF WATER POLLUTION CONTROL AUTHORITY,
AND WATER COMPANY AT LEAST THREE WEEKS PRIOR TO BEGINNING
DEMOLITION.
16. THE CONTRACTOR IS RESPONSIBLE FOR SECURING A DEMOLITION PERMIT FROM
THE BUILDING DEPARTMENT AND MUST FURNISH THE REQUIRED APPLICATION
MATERIAL AND PAY ALL FEES.
17. THE CONTRACTOR SHALL REPAIR PAVEMENTS IN PUBLIC RIGHT OF WAYS AS
REQUIRED BY LOCAL GOVERNING AUTHORITIES AND THE STATE DUE TO
DEMOLITION AND PIPE REMOVAL ACTIVITIES.
18. THE EXISTING PAVEMENT MAY BE USED IN FILL AREAS, EXCEPT UNDER THE
PROPOSED BUILDING AREA AND AREAS OF SELECT FILL, IF SCARIFIED AND
BROKEN TO 3" AND SMALLER AND AS APPROVED BY THE ENGINEER.
19. THE CONTRACTOR SHALL CUT AND REMOVE CONDUITS TO 24-INCHES BELOW
GRADE AT LUMINARIE AND SIGNS TO BE REMOVED. THE CONTRACTOR SHALL
REMOVE ALL CABLE AND CONDUCTORS FROM LIGHTING AND SIGN CONDUITS TO
BE ABANDONED IN PLACE. LIGHTING TO REMAIN IN PLACE SHALL BE RECIRCUITED
OR REWIRED AS NECESSARY TO REMAIN IN OPERATION.
20. THE CONTRACTOR OR DEMOLITION CONTRACTOR SHALL INSTALL TEMPORARY
SHEETING OR SHORING AS NECESSARY TO PROTECT EXISTING AND NEW
BUILDINGS AND UTILITIES DURING CONSTRUCTION AND DEMOLITION. SHEETING
OR SHORING SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER, LICENSED IN
THIS STATE AND EVIDENCE OF SUCH SUBMITTED TO THE OWNER PRIOR TO
INSTALLATION.
21. NO SALVAGE SHALL BE PERMITTED UNLESS PAID TO THE OWNER AS A CREDIT.
22. EXISTING WELL AND SEPTIC TANKS/ABSORPTION AREAS SHALL BE ABANDONED
OR REMOVED PER THE DEPARTMENT OF ENVIRONMENTAL PROTECTION AND
HEALTH CODE REQUIREMENTS.
DRAWING NO.RELEASERELEASED FOR . . .BYDATEAPP.FILE PATH: G:\7009\Dwg\C\7009C0_50.dwg PLOT DATE: 8/23/2023 PLOT TIME: 1:21:57 PM WAREHOUSE EXPANSION PROJECT7301 DISTRICT BOULEVARDBAKERSFIELD, CALIFORNIA 93313C0.50
7009 SITE DEMOLITION PLAN - WAREHOUSEEXPANSIONA06/24/2022 JLB JM 60% REVIEW SETB07/13/2022 JLB JMISSUE FOR BIDC11/18/2O22 -- RDB ISSUE FOR PERMIT UPDATE002/07/2023 RDB RDB ISSUE FOR CONSTRUCTION107/26/2023 RDB RDBGRADING PERMIT REVISIONS208/23/23 RDB RDB ADDRESS REVIEW COMMENTS-------- ---------- --
23-40000040
11/06/23
DRY WARE
H
O
U
SE
4 8,556±
S
F
1 2
2
2
3
FLAM
M
A
B
L
E
S
T
O
R
A
G
E
3,184±
S
F 8.9
'
10.15'
8
19
5
1
R5
0
.
00'R50.00'6.87
'
48.1'
127.51'
1 01.72'27.
19
'
1 58.70'62.04'3
5
.
14
'
102.22'
7
7
.55'
373.9
6'
29
.
0
0
'
33.43'
45.63'
27
.
1
4
'
15.0' 56.2'
119.3'
EXISTI
NG BUI
L
DI
NG
TO R EMAIN
EXISTI
NG BUILDI
NG
TO RE
M
AI
N
6
11
R5'
R8'10'10'R150'2
42.60'27.2'10
16
2
2
2
17
4
9
11
18
6
6
6
14
20
6
13
11
14
13
11
2
2
20
20
0 20 10 40SCALE: 1" = 20'
PROPOSED IMPROVEMENTS PLAN1
PLAN
NORTH
TRUE
NORTH
GENERAL SHEET NOTES
1. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL PRODUCTS,
MATERIALS AND PLAN SPECIFICATIONS TO THE OWNER AND SITE ENGINEER FOR
REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY TO THE SITE.
ALLOW A MINIMUM OF 14 WORKING DAYS FOR REVIEW.
2. ALL SITE DIMENSIONS ARE REFERENCED TO THE FACE OF CURBS OR EDGE OF
PAVING UNLESS OTHERWISE NOTED. ALL BUILDING DIMENSIONS ARE
REFERENCED TO THE OUTSIDE FACE OF THE STRUCTURE.
3. TRAFFIC CONTROL SIGNAGE SHALL CONFORM TO THE STATE DOT STANDARD
DETAIL SHEETS AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
(MUTCD), LATEST EDITION. SIGNS SHALL BE INSTALLED PLUMB WITH 2-FEET
HORIZONTAL CLEARANCE FROM THE EDGE OF SIGN TO FACE OF THE CURB OR
EDGE OF TRAVEL WAY, 7-FEET VERTICAL CLEARANCE FROM EXISTING GRADE
UNLESS OTHERWISE DETAILED OR NOTED.
4. THE CONTRACT LIMIT IS THE PROPERTY LINE UNLESS OTHERWISE SPECIFIED.
5. THE CONTRACTOR SHALL SUBMIT A SHOP DRAWING OF THE PAINT MIXTURE
PRIOR TO STRIPING.
6. PAVEMENT MARKING KEY:
a. 4" SDYL = 4-INCH WDE SOLID DOUBLE YELLOW LINE
b. 4" SYL = 4-INCH WIDE SOLID YELLOW LINE
c. 4" SWL = 4-INCH WIDE SOLID WHITE LINE
d. 12" SWSB = 12-INCH SOLID WHITE STOP BAR
e. 4" BWL = 4" WIDE WHITE LINE 10' STRIPE, 30' SPACE
7. FIRE LANES SHALL BE ESTABLISHED AND PROPERLY DESIGNATED IN
ACCORDANCE WITH THE REQUIREMENTS OF THE BAKERSFIELD DISTRICT FIRE
MARSHAL.
8. CALIFORNIA DOT (ENCROACHMENT) PERMIT SHALL BE OBTAINED BY
CONTRACTOR. CONTRACTOR SHALL POST ALL BONDS, PAY ALL FEES, PROVIDE
PROOF OF INSURANCE AND PROVIDE TRAFFIC PROTECTION NECESSARY FOR THE
WORK. THE OWNER SHALL POST CALIFORNIA DOT (ENCROACHMENT) PERMIT
BOND.
9. ALL HANDICAP ACCESSIBLE SITE FEATURES SHALL BE CONSTRUCTED TO MEET
ALL FEDERAL, STATE, AND LOCAL CODES.
10. DO NOT SCALE DRAWINGS AS THEY ARE REPRODUCTIONS AND SUBJECT TO
DISTORTION.
11. LANDSCAPE PLANTINGS AND SITE SIGN LOCATIONS AT ENTRANCES/EXITS SHALL
BE INSTALLED AND MAINTAINED SO AS NOT TO INTERFERE WITH SIGHT DISTANCE
NEEDS OF DRIVERS IN THE PARKING AREA AND AT ENTRANCES/EXITS LOCATIONS,
PER STATE AND LOCAL STANDARDS.
12. ANY AND ALL QUANTITIES SHOWN OR IMPLIED ON THESE DRAWINGS ARE FOR
ESTIMATION PURPOSES ONLY.
13. GENERAL SHEET NOTES APPLY ONLY TO THE SHEET ON WHICH THEY
APPEAR.
14. GENERAL SHEET NOTES FOLLOW OTHER TYPES OF GENERAL NOTES OR
GENERAL (DISCIPLINE ) NOTES, AND PRECEDE ANY REFERENCE NOTES
(SHEET KEYNOTES).
15. ADJUST THE OUTER POLYLINE TO ENCOMPASS ALL NOTES.
SHEET KEYNOTES
1. PROPOSED HEAVY-DUTY CONCRETE PAVING - (SEE DETAIL 5 ON SHEET
C5.0).
2. PROPOSED CONCRETE PAD - (SEE DETAIL 7 ON SHEET C5.00).
3. PROPOSED HEAVY-DUTY ASPHALT PAVING - (SEE DETAIL 4 ON SHEET
C5.00).
4. NEW CONCRETE ROOF DRAIN GUTTER - (SEE DETAIL 13 ON SHEET C5.0).
5. EXISTING CONCRETE PAVEMENT TO REMAIN.
6. PROPOSED STORM DRAIN MANHOLE - (SEE DETAIL 2 ON SHEET C5.00)
7. EXISTING ASPHALT PAVEMENT TO REMAIN.
8. EXISTING FIRE ROAD TO REMAIN ACCESSIBLE DURING CONSTRUCTION
9. INSTALL NEW GRATE TOP ON EXISTING STORM STRUCTURE AND ADJUST
GRATE TO FINISH GRADE.
10. CUT EXISTING CONCRETE PAVEMENT ALONG AN EXISTING CONTROL JOINT.
11. MATCH AND TIE INTO EXISTING CURB AND GUTTER.
12. RESTRIPE PARKING LOT TO MATCH PRE-CONSTRUCTION LAYOUT.
13. MATCH AND TIE INTO EXISTING CONCRETE SIDEWALK.
14. MATCH AND TIE INTO EXISTING FENCE.
15. EXISTING UTILITIES TO REMAIN IN SERVICE DURING CONSTRUCTION.
16. EXISTING STORM STRUCTURE TO REMAIN IN SERVICE.
17. NEW CURB AND GUTTER (SEE DETAIL 6 ON SHEET C5.0)
18. TEMPORARY SECURITY FENCE PROVIDED DURING CONSTRUCTION.
19. PROPOSED LIGHT DUTY ASPHALT PAVEMENT (SEE DETAIL 8 ON SHEET
C5.0).
20. EXISTING STORM STRUCTURE TO BE REMOVED.
21. EXISTING CURB WALL TO REMAIN.
DRAWING NO.RELEASERELEASED FOR . . .BYDATEAPP.FILE PATH: G:\7009\Dwg\C\7009C1_00.dwg PLOT DATE: 9/8/2023 PLOT TIME: 4:38:56 PM WAREHOUSE EXPANSION PROJECT7301 DISTRICT BOULEVARDBAKERSFIELD, CALIFORNIA 93313C1.00
7009 PROPOSED IMPROVEMENTS PLANA06/24/2022 JLB JM 60% REVIEW SETB07/13/2022 JLB JM ISSUE FOR BIDC11/18/2022 -- RDB ISSUE FOR PERMIT UPDATED02/07/2023 RDB RDB ISSUE FOR CONSTRUCTION107/26/2023 RDB RDB GRADING PERMIT - REVISED208/23/23 RDB RDB ADDRESS REVIEW COMMENTS309/07/2023 RDB RDB ADDRESS REVIEW COMMENTS-------- --
15
02/07/23
EXPIRES: 9/30/23
CR#6.9-489
23-40000040
11/06/23
364
363
364
365
364365
365366365365
3
6
5
365
363
365 366365365365
Pipe - (6)364.88
365.21
366.15
363.64 363.74
363.07
362.14
364.07
365.20
363.28 363.61
364.00
363.98
364.11
364.28364.40 363.82364.37364.67364.52364.61364.80364.62364.44 365.01365.56365.00
366.08
366.08
366.08
366.08
366.08
366.08
366.08
365.65
365.67
365.64
365.62
365.63
363.47
365.50'2.6%2.
5
%3.2%1.
1%
1.
9%2.4%
PROPOSED BUILDING
FINISHED FLOOR ELEVATION = 366.18'
ST A-2 ST A-3PIPE A2 PIPE A3ST B-4
ST B-3
ST B-2
EX ST B-1
PIPE B1 PIPE B2PIPE B3364.11
36 5
364
365
364 363
365
CLEANOUT PROVIDED BY PLUMBING CONTRACTOR
COORDINATE WITH CONTRACTOR TO MAKE
CONNECTION 5'-0" OUTSIDE BUILDING. INV=359.15.
SEE PLUMBING DETAIL 3 ON SHEET P6.001.
1
1
4
5
3
5
363.00
1
0
"
PVC48
.4
2
LF
S=
0
.5
0%
10" PVC
32.88LF S=0.50%
CORE HOLE IN MANHOLE
INV ELEV= 354.84
(FIELD VERIFY)
2
3
366.08
365.75'
365.50'
365.00
366.18 FFE
364.30'
364.00'365.34364.10
365.00
6
364.25'
10" SDR 25 P VC
71 .1 LF @
0.
5
%
10" SDR 25 PVC
25.6 LF @ 0.5%
0 20 10 40SCALE: 1" = 20'
SURFACE RESTORATION PLAN1
PLAN
NORTH
TRUE
NORTH
DRAWING NO.RELEASERELEASED FOR . . .BYDATEAPP.FILE PATH: G:\7009\Dwg\C\7009C2_00.dwg PLOT DATE: 9/11/2023 PLOT TIME: 11:14:35 AM WAREHOUSE EXPANSION PROJECT7301 DISTRICT BOULEVARDBAKERSFIELD, CALIFORNIA 93313C2.00
7009 SURFACE RESTORATION PLANA06/24/2022 JLB JM 60% REVIEW SETB07/13/2022 JLB JM ISSUE FOR BIDC11/18/2022 -- RDB ISSUE FOR PERMIT UPDATE002/07/23 DL RDB ISSUE FOR CONSTRUCTION105/04/2023 RDB RDB REVISION208/23/23 RDB RDB ADDRESS REVIEW COMMENTS309/07/2023 RDB RDB ADDRESS REVIEW COMMENTS-------- --
GRADING AND DRAINAGE NOTES
1. EARTH MOVING SHALL CONFORM TO THE REQUIREMENTS OF THE GEOTECHNICAL
REPORT AND PROJECT SPECIFICATIONS.
2. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AT
ALL LOCATIONS.
3. WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT, MEET LINE AND GRADE OF
EXISTING PAVEMENT.
4. CONTRACTOR SHALL BLEND NEW GRADES SMOOTHLY INTO EXISTING GRADES.
5. PAVED AREAS MUST PITCH TO DRAIN AT A MINIMUM OF 1/8” PER FOOT UNLESS
OTHERWISE NOTED.
6. ALL PROPOSED TOP OF CURB ELEVATIONS ARE 6-INCHES ABOVE BOTTOM OF
CURB UNLESS OTHERWISE NOTED. REFER TO DRAWINGS FOR LENGTHS OF
FLUSH (DEPRESSED) CURB, TRANSITION CURB, MOUNTABLE CURB, AND
STANDARD VERTICAL CURB.
7. TOPSOIL SHALL BE STRIPPED AND STOCKPILED FOR USE IN FINAL LANDSCAPING.
8. ALTERATIONS TO THE GRADING AND DRAINAGE SHOWN ON DRAWINGS SHALL BE
DOCUMENTED IN THE “AS-BUILT” DRAWINGS, WHICH ARE TO BE MAINTAINED BY
THE CONTRACTOR.
BUILDING
HEAVY DUTY CONCRETE
PAVEMENT
CONCRETE IMPROVEMENTS
HEAVY DUTY ASPHALTIC
CONCRETE PAVEMENT
SITE MATERIALS LEGEND
STANDARD DUTY ASPHALTIC
CONCRETE PAVEMENT
SHEET KEYNOTES
1. EXISTING STORM PIPE AND MANHOLES TO BE REMOVED AND VOID AREA
FILLED AND COMPACTED PER SPECIFICATIONS.
2. CUT EXISTING STORM PIPING AND INSTALL STORM MANHOLE.
CONTRACTOR SHALL CUT AND TIE INTO EXISTING STORM PIPING DURING
DRY WEATHER OR PROVIDE BYPASS PUMPING.
3. TYPICAL 48 INCH DIAMETER STORM MANHOLE WITH TRAFFIC RATED SOLID
LID UNLESS OTHERWISE NOTED.
4. 48 IN STORM MANHOLE WITH A TRAFFIC RATED GRATE TOP. SET
ELEVATION OF GRATE TO ALLOW SURFACE DRAINAGE OF SURROUNDING
AREA.
5. 60 IN DOGHOUSE MANHOLE BASE. POUR SOLID CONCRETE BOTTOM AND
INVERTS.
6. CORE INTO SIDE OF CONCRETE MANHOLE
23-40000040
11/06/23
5
FLAM
M
A
B
L
E
STOR
A
G
E
3,032 SF
NEW PIV. COORDINATE WITH
PLUMBING AND FIRE PROTECTION
FOR CONTINUATION INTO
BUILDING.
6
5
EXISTING POST
INDICATOR VALVE
TO REMAIN
CONCRETE THRUST BLOCK (TYP.)
SEE DETAIL W-2, THIS SHEET
TEMPORARY STORM
PIPE
1
5
NEW 10" GATE VALVE
NEW ELECTRICAL DUCTBANK
(INSTALLED BY OTHERS)
10.00'
CONCRETE THRUST BLOCK (TYP.)
SEE DETAIL W-2, THIS SHEET
INSIDE RISER
SEE DETAIL W-19, THIS SEE SHEET
CONCRETE THRUST BLOCK (TYP.)
SEE DETAIL W-2, THIS SHEET
CONCRETE THRUST BLOCK (TYP.)
SEE DETAIL W-2, THIS SHEET
INSIDE RISER
SEE DETAIL W-19, THIS SHEET
CONNECT TO EXISTING FIRE
PROTECTION SYSTEM.
7
8
10" C900 PVC6"
C
9
0
0
P
V
C
8" C900 PVC
10" X 8" X 10" MJ TEE
45.0°MJ BEND
10"X6"X10" MJ TEE
45.0°MJ BEND
10" C900 PVC
10" C900 PVC6" C900 PVCEUP
EUP
EUP
EUPEUPEUPEUPEUPEUPEUPEUPEUPEUPEUPEUPEUP10" C900 PVC 10" C900 PVC10"
C900 PVC11.3°MJ BEND
22.5°MJ BEND
10" C900 PVC
10
"
C
9
0
0
PVC9
10
10
10
10
10
10
8" C90
0
PVC
10
"
C
9
0
0
PVC10
0 20 10 40SCALE: 1" = 20'
SITE UTILITY PLAN1
PLAN
NORTH
TRUE
NORTH
UTILITY NOTES
1. CONTRACTOR SHALL FIELD VERIFY THE ELEVATION AND LOCATION OF ALL
UTILITIES BY VARIOUS MEANS PRIOR TO BEGINNING ANY EXCAVATION. TEST PITS
SHALL BE DUG AT ALL LOCATIONS WHERE SEWERS CROSS-EXISTING UTILITIES,
AND THE HORIZONTAL AND VERTICAL LOCATIONS OF THE UTILITIES SHALL BE
DETERMINED. THE CONTRACTOR SHALL CONTACT THE ENGINEER IN THE EVENT
OF ANY DISCOVERED OR UNFORESEEN CONFLICTS BETWEEN EXISTING AND
PROPOSED UTILITIES SO THAT AN APPROPRIATE MODIFICATION MAY BE MADE.
2. DRAWINGS SHOW PIPES UP TO 5-FEET FROM THE FACE OF BUILDING. REFER TO
DRAWINGS BY OTHERS FOR BUILDING CONNECTIONS. CONTRACTOR SHALL
SUPPLY AND INSTALL PIPE ADAPTERS AS NECESSARY AT BUILDING CONNECTION
POINT OR AT EXISTING UTILITY OR PIPE CONNECTION POINT.
3. UTILITY CONNECTION DESIGN AS REFLECTED ON THE PLAN MAY CHANGE
SUBJECT TO UTILITY COMPANY AND AHJ STAFF REVIEW.
4. CONTRACTOR SHALL ENSURE THAT ALL UTILITY COMPANIES AND BAKERSFIELD
STANDARDS FOR MATERIALS AND CONSTRUCTION METHODS ARE MET. THE
CONTRACTOR SHALL PERFORM PROPER COORDINATION WITH THE RESPECTIVE
UTILITY COMPANY.
5. CONTRACTOR SHALL ARRANGE FOR AND COORDINATE SERVICE INSTALLATIONS
AND CONNECTIONS WITH THE RESPECTIVE UTILITY COMPANIES. THE
CONTRACTOR SHALL PAY ALL FEES FOR CONNECTIONS, DISCONNECTIONS,
REMOVALS, RELOCATIONS, AND INSPECTIONS.
6. SANITARY SEWER PIPING SHALL MAINTAIN (10' MIN. HORIZONTAL 1.5' VERTICAL
MIN. OR AS DICTATED BY LOCAL HEALTH CODE) SEPARATION DISTANCE FROM
POTABLE WATER LINES, OR ADDITIONAL PROTECTION MEASURES WILL BE
REQUIRED WHERE PERMITTED.
7. RELOCATION OF UTILITY COMPANY INFRASTRUCTURE SUCH AS POLES,
HANDHOLES, VAULTS, ETC., SHALL BE DONE IN ACCORDANCE WITH THE
REQUIREMENTS OF THE UTILITY COMPANY. CONTRACTOR SHALL BEAR ALL
COSTS ASSOCIATED WITH WORK TO BE PERFORMED BY UTILITY COMPANY.
8. CONTRACTOR TO PROVIDE SLEEVES UNDER FOOTINGS FOR UTILITY
CONNECTIONS.
9. UTILITY PENETRATIONS AND LOCATIONS ARE SHOWN FOR THE CONTRACTOR'S
INFORMATION AND SHALL BE VERIFIED WITH THE MEP DRAWINGS AND
CONSTRUCTION MANAGER.
10. ALL UTILITY CONSTRUCTION IS SUBJECT TO INSPECTION FOR APPROVAL PRIOR
TO BACKFILLING, IN ACCORDANCE WITH THE APPROPRIATE UTILITY COMPANY
AND/OR THE LOCAL MUNICIPALITIES' REQUIREMENTS.
11. A ONE-FOOT MINIMUM CLEARANCE BETWEEN WATER, GAS, ELECTRICAL, AND
TELEPHONE LINES AND STORM SEWERS SHALL BE PROVIDED. A SIX-INCH
MINIMUM CLEARANCE SHALL BE MAINTAINED BETWEEN STORM AND SANITARY
SEWER WITH A CONCRETE ENCASEMENT.
12. CONTRACTOR SHALL PROVIDE ALL BENDS, FITTINGS, ADAPTERS, ETC., AS
REQUIRED FOR PIPE CONNECTIONS TO BUILDING STUB OUTS, INCLUDING
ROOF/FOOTING DRAIN CONNECTIONS TO ROOF LEADERS AND TO STORM
DRAINAGE SYSTEM.
13. MANHOLE FRAMES AND COVERS, DRAINAGE INLET FRAMES AND GRATES, VALVE
BOXES, AND CLEANOUT FRAMES AND COVERS SHALL BE RESET TO BE FLUSH
WITH FINISHED GRADES.
14. THE CONTRACTOR SHALL ARRANGE AND COORDINATE WITH UTILITY COMPANIES
AND THE (CITY OR TOWN OF BAKERSFIELD) FOR WORK TO BE PERFORMED BY
UTILITY COMPANIES OR BY THE (CITY OR TOWN OF BAKERSFIELD ). THE
CONTRACTOR SHALL PAY ALL UTILITY FEES AND REPAIR PAVEMENT AS
NECESSARY.
15. ALL WATER LINES TO HAVE A MINIMUM COVER OF 36".
16. ALL WATER MAINS, WATER SERVICES AND SANITARY SEWER LATERAL SHALL
CONFORM TO THE (DEPARTMENT OF ENVIRONMENTAL PROTECTION OR
APPLICABLE STATE AGENCY), (WATER COMPANY NAME) SPECIFICATIONS, AS
WELL AS TO OTHER APPLICABLE CODES AND SPECIFICATIONS FOR POTABLE
WATER SYSTEMS.
17. ALTERNATIVE METHODS AND PRODUCTS OTHER THAN THOSE SPECIFIED MAY BE
USED IF REVIEWED AND APPROVED BY THE OWNER, ENGINEER, AND
APPROPRIATE REGULATORY AGENCIES PRIOR TO INSTALLATION.
18. THE CONTRACTOR SHALL MAINTAIN ALL FLOWS AND UTILITY CONNECTIONS TO
EXISTING BUILDINGS WITHOUT INTERRUPTION UNLESS/UNTIL AUTHORIZED TO
DISCONNECT BY THE OWNER, ENGINEER, UTILITY COMPANY OR AHJ.
19. THE CONTRACTOR MAY SUBSTITUTE MASONRY STRUCTURES FOR PRECAST
STRUCTURES IF APPROVED BY THE SITE ENGINEER AND ALLOWED BY THE (CITY
OR TOWN) ENGINEER OR AHJ.
20. MINIMUM SANITARY SEWER SLOPES SHALL BE -1/4" PER FOOT FOR 4" DIAMETER
SERVICES AND SMALLER AND -1/8" PER FOOT FOR 6" DIAMETER SERVICES AND
LARGER, UNLESS MORE STRINGENT REGULATIONS APPLY.
21. SEWAGE CONTAINING FATS, OILS, OR GREASE IS NOT ALLOWED TO BYPASS A
GREASE TRAP.
22. CONTRACTOR SHALL GUARANTEE, FOR A PERIOD OF ONE YEAR FROM THE DATE
OF THE FINAL ACCEPTANCE OF THE SYSTEM BY THE OWNER, EACH AND EVERY
PIECE OF MATERIAL OR EQUIPMENT WHICH HAS BEEN INSTALLED UNDER THIS
CONTRACT.
23. ALL FITTINGS, BENDS, OR APPURTENANCES SHALL BE SIZED FOR THE DIAMETER
OF THE LARGEST CONNECTING PIPE UNLESS OTHERWISE NOTED.
24. ALL FITTINGS, BENDS AND APPURTENANCES SHALL HAVE A RESTRAINED JOINT
CONNECTION.
SHEET KEYNOTES
1. CONNECT TO EXISTING FIRE MAIN. VERIFY LOCATION, SIZE AND MATERIAL
BEFORE CONSTRUCTION.
2. RELOCATE HYDRANT TEES. HYDRANTS VALVES AND FIRE HYDRANTS WITH
VALVE BOXES AND LIDS. SEE DETAIL 14 ON SHEET C5.01.
3. COORDINATE TIE INTO FIRE PROTECTION WITH PLANT OPERATIONS PRIOR
TO DISCONNECTION OF EXISTING FIRE PROTECTION.
4. PROVIDE AND INSTALL NEW C900 PVC PIPE FROM RELOCATED PIV VALVES
TO EXISTING FIRE PROTECTION. MATCH SIZE OF EXISTING FIRE
PROTECTION. ALL PIPE AND FITTINGS SHALL BE RESTRAINED JOINT AND
INSTALL AT A MINIMUM DEPTH OF 3' BELOW SUBGRADE ELEVATION OF
BUILDING PAD.
5. INSTALL NEW FIRE HYDRANT AND GATE VALVE. SEE DETAIL W-3, THIS
SHEET.
6. CAP EXISTING FIRE MAIN AND ADD THRUST BLOCK.
7. CONCRETE FILLED BOLLARD. SEE DETAIL THIS SHEET.
8. NEW POST INDICATOR VALVE (PIV).
9. NEW OR RELOCATED GATE VALVES.
10. PROVIDE MINIMUM OF 1' SEPARATION BETWEEN UTILITIES (SEE UTILITY
NOTE 11.)
DRAWING NO.RELEASERELEASED FOR . . .BYDATEAPP.FILE PATH: G:\7009\Dwg\C\7009C3_00.dwg PLOT DATE: 9/11/2023 PLOT TIME: 1:15:20 PM WAREHOUSE EXPANSION PROJECT7301 DISTRICT BOULEVARDBAKERSFIELD, CALIFORNIA 93313C3.00
7009 SITE UTILITY PLAN509/08/2023 RDB RDB ADDRESS REVIEW COMMENTSB07/13/2022 JLB JM ISSUE FOR BIDC11/18/2022 ---- RDB ISSUE FOR PERMIT UPDATE002/07/2023 RDB RDB DRAWING REVISIONS104/11/2023 RDB RDB REVISION205/24/2023 RDB RDB REVISION307/12/2023 RDB RDB RESUBMITTAL FOR REVIEW408/23/23 RDB RDB ADDRESS REVIEW COMMENTS-------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- --
##
UNDISTURBED EARTH (TYP)4'-0"6"4'-0"ROUNDED CONCRETE
TOP PAINTED YELLOW
FINISHED GRADE
6"Ø SCH 40 STEEL PIPE FILLED
WITH CONCRETE. PAINT EXTERIOR
SAFETY YELLOW
18"Ø
MIN
CONCRETE BASE
PROVIDE PREFORMED JOINT FILLER &
JOINT SEALANT WHERE BOLLARD
ABUTS CONC PVMT
DETAIL NOTES:
1. CONCRETE SHALL BE 3000 PSI MINIMUM.
2. SEE CONCRETE PAVEMENT DETAILS FOR ADDITIONAL INFORMATION.
34" CHAMFER FOR
UNPAVED AREAS
SCALE: NTS
BOLLARD
C-SITE-090 2
23-40000040
11/06/23
EXISTING 18" RCP SD @ 0.25%ST B-4
RIM:364.25
INV IN:350.70 (S)
INV OUT:350.70 (N)
ST B-3
RIM:364.00
INV IN:350.90 (SW)
INV OUT:350.90 (N)
ST B-2
RIM:363.00
INV IN: 351.35 (S)
INV IN:351.02 (W)
INV OUT:351.00 (NE)
EX ST B-1
RIM:362.00
INV IN: 351.19 (W)
INV OUT:351.17 (E)
24" Rein
f
o
r
c
e
d
C
o
ncr ete Pi pe
162 LF S=0.
0
9
%
24" Reinforced Concrete Pipe
35 LF S=0.28%
30" Reinforced Concrete Pipe
127LF S=0.16%
1
1
1
1
CONNECT TO DISCHARGE PIPING
FROM ROOF DRAIN.
2
ST A-2
RIM:365.00
INV IN:354.69 (W)
INV OUT:354.69 (E)
EXISTING 18" Reinforced Concrete Pipe
82 LF S=0.49%15" PVC20 LF S=1.00%18" Reinforced Concrete Pipe
42 LF S=0.38%
ST A-5
RIM:FIELD ADJUST
INV IN:354.85 (NW)
INV OUT:354.85 (E)
18" Reinforced Concrete Pipe
12 LF S=0.38%
18" ∅
TO BE REMOVED
10" SDR 25 PVC
71.1 LF @ 0.5%10" SDR 25 PVC25.6 LF @ 0.5%18" ∅
TO BE REMOVED
18" ∅
TO BE REMOVED 10"
PVC48
L
F S
=
0
.
5
0%
10
" P
V
C
33
L
F
S
=
0
.
50
%
18" Reinforced
C
o
n
c
r
e
t
e Pipe
24" Rei nf o r c ed Co ncrete Pi pe
ST A-3
RIM:364.07
INV IN: 356.00 (N)
INV IN: 354.30 (W)
INV OUT: 354.25 (E)
ST A-4
RIM:FIELD ADJUST
INV IN: 354.94 (W)
INV OUT:354.90 (SE)
365
364 363
363
364
365
ST A-3RIM:364.07INV IN:356.00 (N)INV IN:354.29 (W)18" Reinforced Concrete Pipe
82LF S=0.49%
1
1
PROPOSED 15" PVC
FROM ROOF DRAIN
EXISTING GRADE
ST A-4RIM: FIELD ADJUSTINV OUT:354.90 (SE)ST A-5RIM:FIELD ADJUSTINV IN:354.85 (NW)INV OUT:354.85 (E)ST A-2RIM:365.00INV IN:354.69 (W)INV OUT:354.69 (E)18" Reinforced Concrete Pipe
12LF S=0.38%
18" Reinforced Concrete Pipe
42LF S=0.38%4.0'FIRE MAIN
FIRE MAIN 4.2'ELEVATION IN FEET340
350
360
370
0+00 0+50 1+00 1+50 2+00
EXISTING GRADE
PROPOSED FINISHED GRADE
3ST B-2RIM:363.00INV IN:351.02 (W)INV OUT:351.00 (NE)ST B-3RIM:364.00INV IN:350.90 (SW)INV OUT:350.90 (N)ST B-4RIM:364.25INV IN:350.70 (S)INV OUT:350.70 (N)24" Reinforced Concrete Pipe
162LF S=0.09%
24" Reinforced Concrete Pipe
35LF S=0.28%EX ST B-1RIM:362.00INV OUT:351.17 (E)1 1
30" Reinforced Concrete Pipe
127LF S=0.16%
1
30" Reinforced Concrete Pipe
7LF S=0.18%6.4'FIRE MAIN
6.8'FIRE MAIN
7.4'FIRE MAIN
ELEVATION IN FEETELEVATION IN FEET340
350
360
370
340
350
360
370
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 3+96 DRAWING NO.RELEASERELEASED FOR . . .BYDATEAPP.FILE PATH: G:\7009\Dwg\C\7009C3_20.dwg PLOT DATE: 9/11/2023 PLOT TIME: 1:27:23 PM WAREHOUSE EXPANSION PROJECT7301 DISTRICT BOULEVARDBAKERSFIELD, CALIFORNIA 93313C3.20
7009 STORM DRAIN PLAN AND PROFILE509/07/2023 RDB RDB ADDRESS REVIEW COMMENTSB07/13/2022 JLB JM ISSUE FOR BIDC11/18/2022 -- RDB ISSUE FOR PERMIT UPDATE002/07/2023 RDB RDB ISSUE FOR CONSTRUCTION104/11/2023 RDB RDB REVISIONS205/24/2023 RDB RDB REVISION307/20/2023 RDB RDB GRADING PERMIT REVISION408/23/23 RDB RDB ADDRESS REVIEW COMMENTS
2 SCALE: 1" = 20' (H)
1" = 4' (V)
0 20 10 40SCALE: 1" = 20'
STORM DRAIN PLAN AND PROFILE1
PLAN
NORTH
TRUE
NORTH
PROFILE: STORM A 3 PROFILE: STORM B
SHEET KEYNOTES
1. CONTRACTOR TO VERIFY SIZE, TYPE , SLOPE, AND DEPTH OF EXISTING
PIPE PRIOR TO CONSTRUCTION AND PRIOR TO ORDERING NEW STORM
PIPING, STRUCTURES, OR MATERIALS.
2. 60 INCH DIAMETER DOGHOUSE MANHOLE BASE SET OVER EXISTING STORM
PIPING. CUT OUT EXISTING STORM PIPING AFTER NEW PIPING IS
INSTALLED.
3. ADJUST MANHOLE RIM TO ALLOW SURFACE WATER FROM SURROUNDING
AREA TO DRAIN INTO GRATE INLET.
SCALE: 1" = 20' (H)
1" = 4' (V)
23-40000040
11/06/23
364
363
364
36 5
364365
365366365365
3
6
5
365
363
365 366365365365
STRUCTURE - (4)
STRUCTURE - (5)
Pipe - (2)
STRUCTURE - (6)
Pi pe - (3)
STRUCTURE - (7)
Pi p e - (4)
D
E
M
O Pipe - (5) DEMOPipe - (6)Pipe - (2)Pipe - (5)Pipe (1) DEMO
Pipe (2) D
E
M
O Pipe - (6) DEMOEUP
EUP
EUP
EUPEUPEUPEUPEUPEUPEUPEUPEUPEUPEUPEUPEUPST A-2
ST A-1
ST A-3
PI
P
E
A
1
PIPE A2 PIPE A3ST B-4
ST B-3
ST B-2
EX ST B-1
P I PE B1 PIPE B2PIPE B3364.11
365
364
365
364 3 63
365
FM
FM
1
2 3
0 20 10 40
SCALE: 1" = 20'
EROSION AND SEDIMENT CONTROL PLAN1
PLAN
NORTH
TRUE
NORTH
BUILDING
HEAVY DUTY CONCRETE
PAVEMENT
CONCRETE IMPROVEMENTS
HEAVY DUTY ASPHALTIC
CONCRETE PAVEMENT
SITE MATERIALS LEGEND
STANDARD DUTY ASPHALTIC
CONCRETE PAVEMENT
DRAWING NO.RELEASERELEASED FOR . . .BYDATEAPP.FILE PATH: G:\7009\Dwg\C\7009C4_00.dwg PLOT DATE: 8/23/2023 PLOT TIME: 1:23:00 PM WAREHOUSE EXPANSION PROJECT7301 DISTRICT BOULEVARDBAKERSFIELD, CALIFORNIA 93313C4.00
7009 EROSION AND SEDIMENTATION CONTROLPLAN002/07/23 -- RDB ISSUED FOR CONSTRUCTION008/23/23 RDB RDB ADDRESS REVIEW COMMENTS-------- ---------- ---------- ---------- ---------- ---------- --
SHEET KEYNOTES
1. PROVIDE AND INSTALL GRAVEL CONSTRUCTION ENTRANCE. THIS DETAIL THIS
SHEET.
2. PROVIDE AND INSTALL CATCH BASIN SEDIMENT CAPTURE DEVICE AT INLETS .
SEE DETAIL THIS SHEET.
3. STRAW WATTLE AS REQUIRED.
SCALE: NTS
% FINER
100
90-10035-70---
0-15---
0-5---
% FINER
90-100
35-700-15---
---
0-5---
------
---
---0-10
0-25
35-70
95-100
100
% FINER
NO 3C-33ASTMASTMC-33NO 2GRAVEL 2" CRUSHED
CONN DOT
STORRS, CONNECTICUT.
SOURCE: US DEPARTMENT OF AGRICULTURE, SOIL CONSERVATION SERVICE,
SQUARE MESH SIEVES
... .......
.. .. ....
PUBL I C ROAD
REQUIREDAS
FILTER FABRIC
CT DOT 2"
8" MINIMUM
50' MI
N
RO
A
D
S
25' MI
N
D
R
I
V
E
S
ANTI-TRACKING PAD
(CONSTRUCTION ENTRANCE)
GRADATION TABLE
C-EROS-020-CT
2-12" INCHES
2 INCHES
1-12" INCHES
1-14" INCHES
1 INCHES 3 4 " INCHES
1 2" INCHES
3 8" INCHES
1
SCALE: NTS
CATCH BASIN
EROSION CONTROL
DETAIL NOTES:
1. STORMWATER INLETS WHICH DO NOT DISCHARGE TO SEDIMENT TRAPS OR BASINS, MUST BE
PROTECTED UNTIL THE TRIBUTARY AREAS ARE STABILIZED.
2. SEDIMENT MUST BE REMOVED FROM INLET PROTECTION AFTER EACH STORM EVENT.
FILTER FABRIC TUCKED 6-12
INCHES INTO GRADE
FLOW
WOODEN LATERAL CROSS
BRACES AS NEEDED
2" x 4" WOODEN STAKES DRIVEN MIN
OF 12" INTO THE GROUND
CATCH BASIN
HAY BALE FILTER INSTALLATION
AT CATCH BASIN AT LOW POINTS
SILT FENCE INSTALLATION AT CATCH
BASINS AT LOW POINTS
FLOW
FLOWFLOW
ANCHOR EACH BALE WITH TWO
2" x 2" x 3'-0" STAKES
CATCH BASIN
C-EROS-0112
SECTION A-A
PLAN VIEW
NOTES:
1. ANCHORING STAKES SHALL BE SIZED, SPACED, AND BE OF A
MATERIAL THAT EFFECTIVELY SECURES THE WATTLE. STAKE
SPACING SHALL BE A MAXIMUM OF THREE FEET
2. OVERLAPS ENDS OF WATTLES PER MANUFACTURERS
RECOMMENDATIONS (1' MIN, 3'MAX)
3. TRENCHING OF WATTLES MAY BE NECESSARY IF EROSION BECOMES
EVIDENT 10' INSID
E
DIA.
9" WATTLE
DROP INLET 9''FLOW
SCALE: NTS
WATTLE EROSION CONTROL
STAKE
ANCHOR THROUGH NETTING (TYP)6'' MINSURFACE FLOW DIRECTION (TYP)3
23-40000040
11/06/23
PROVIDE TACK COAT ON ALL
SURFACES BETWEEN NEW AND
EXISTING PAVEMENT
UNDISTURBED
PAVEMENT BASE
NEW PAVEMENT
SURFACE COURSE EXISTING ASPHALT
PAVEMENT. FIELD
VERIFY COURSE
THICKNESS
1
1
NEW PAVEMENT
BINDER COURSE
SCALE: NTS
NEW PAVEMENT TO EXISTING
PAVEMENT CONNECTION
C-SITE-007
NEW PAVEMENT
BASE COURSE
NOTE:
A. FIELD VERIFY EXISTING THICKNESS OF EXISTING PAVEMENT. MATCH TO EXISTING PAVEMENT.
3
8"ASPHALTIC CONCRETE
SURFACE COURSE
BASE COURSE.
PREPARED SUBGRADE
ASPHALTIC CONCRETE
BINDER COURSE
TACK COAT
SCALE: NTS
HEAVY DUTY ASPHALT PAVEMENT
C-SITE-001 4"2"4 0'-8"2'-418"10'-8"0'-8"1'-4"0-8"PROVIDE AND INSTALL PIPE VALVE.
SEE DETAIL 11 ON SHEET C5.01
0'-8"
SCALE: NTS
STORM DRAIN INLET2
SCALE: NTS
TYPICAL STORM/SANITARY
SEWER TRENCH SECTION
C-UTIL-001
L C
DETAIL NOTES:
1. CRUSHED STONE SHALL BE INSTALLED TO SPRINGLINE (3/4 PIPE OD) FOR REINFORCED
CONCRETE PIPE ONLY. INSTALL STONE TO TOP OF PIPE AS SHOWN ABOVE FOR ALL
OTHER PIPE MATERIALS.
2. TRENCH DAMS SHALL BE INSTALLED AT 50 FOOT SPACING FOR SANITARY SEWER PIPING
ONLY. SEE DETAIL ON SHEET CX.XX.
6" WIDE
UNDERGROUND
WARNING TAPE
PIPE OD + 24" MIN
PAVED UNPAVED
SEE PAVEMENT
RESTORATION DETAILS
EXISTING
PAVEMENT
6" MIN IN EARTH
12" MIN IN ROCK PIPE OD24"EXISTING GRASS
SEE TURF
ESTABLISHMENT DETAIL
12" MIN 12" MIN
CRUSHED STONE
SAND
BANK RUN GRAVEL
GENERAL FILLUNDISTURBED
SOIL (TYP)
GEOTEXTILE FILTER FABRIC
WRAPPED COMPLETELY
AROUND STONE
PIPE
9
CONC PAVEMENT
PREPARED SUB-GRADE
12" PREFORMED
JOINT FILLER W/
SEALANT
COMPACTED GRAVEL
BASE
DETAIL NOTES:
1. PROVIDE 12" PREFORMED JOINT FILLER WITH JOINT SEALANT FOR LOCATIONS
ABUTTING CONCRETE SIDEWALK.
SEE DETAIL
NOTE 1
SCALE: NTS
CONCRETE CURB AND GUTTER
C-SITE-023 6 SCALE: NTS
STANDARD DUTY
ASPHALT PAVEMENT
C-SITE-002 8 8"CONCRETE
BASE COURSE.
PREPARED SUBGRADE4"2"6'-0"
SCALE: NTS
CONCRETE PAD7
SECTION C-C
3000 PSI CONCRETE
CRUSHED AGGREGATE WITH 1" MAX
DIAMETER STONE.
CRUSHED AGGREGATE BASE.
CALTRAN TYPE #2 AGGREGATE
PREPARED SUBGRADE
SCALE: NTS
CONCRETE PAVEMENT SECTION
C-SITE-003
#3 REBAR AT 18" ON CENTER EACH WAY
NOTE:
1. PROVIDE CONTROL JOINTS AT 15' MAXIMUM SPACING.
2. SAWCUT EXISTING CONCRETE PAVING ALONG EXISTING CONTROL JOINTS.
5
5'-0"32'-0"
2% 8%
1%0'-8"0'-8"
2'-0"
0'-2"
0'-8" 3'-4" 3'-0"0'-8"0'-8"2'-418"PROVIDE AND INSTALL
PERIMETER FENCE. SEE
DETAIL 9 ON SHEET C5.01
PROVIDE AND INSTALL
PERIMETER FENCE. SEE
DETAIL 9 ON SHEET C5.01
2'-0"
0'-2"0'-8"2'-0"2'-4"
0'-8" 10'-8" 0'-8"1'-4"0-8"PROVIDE AND INSTALL PIPE VALVE.
SEE DETAIL 11 ON SHEET C5.01
INSTALL EXISTING
GRATE FROM SAVED
MATERIAL.
6'-3"
0'-8"
8"1'-2"#4 @ 18"
O.C.E.W. (TYP)
36'-0"
4'-0"
SCALE: NTS
CONTAINMENT AREA PROFILE SECTIONS1
SECTION A-A
SECTION B-B SECTION C-C
DRAWING NO.RELEASERELEASED FOR . . .BYDATEAPP.FILE PATH: G:\7009\Dwg\C\7009C5_00.dwg PLOT DATE: 8/23/2023 PLOT TIME: 1:23:07 PM WAREHOUSE EXPANSION PROJECT7301 DISTRICT BOULEVARDBAKERSFIELD, CALIFORNIA 93313C5.00
7009 CIVIL DETAIL SHEET - 1A06/24/2022 JLB JM 60% REVIEW SETB07/13/2022 JLB JM ISSUE FOR BIDC11/18/2022 -- RDB ISSUE FOR PERMIT UPDATE002/07/2023 DL RDB ISSUED FOR CONSTRUCTION107/26/2023 RDB RDB GRADING PERMIT - REVISED208/23/23 RDB RDB ADDRESS REVIEW COMMENTS-------- ---------- --
02/07/23
EXPIRES: 9/30/23
NOT
USED
CR#6.9-489
23-40000040
11/06/23
SCALE: NTS
TYPICAL PARKING SPACE DETAIL
DETAIL NOTES:
1. PAVEMENT SHALL BE CLEANED AND DEBRIS REMOVED PRIOR TO
APPLICATION OF PAVEMENT MARKINGS.
2. PROVIDE 2 COATS OF PAINT ON ALL SURFACES.
3. SEE PLAN FOR ACTUAL SPACE LOCATION AND DIMENSIONS.
FACE OF CURB
4" WHITE PAINT LINE
(TYP)
C-SITE-070 16
CHAIN LINK
FABRIC (TYP)
BARBED WIRE
GRADE (TYP)
LINE POST
TRUSS ROD
TENSION WIRE
END & CORNER
POST
3000 PSI CAST-IN-PLACE
CONC. FOOTING (TYP)
CHAIN LINK FENCE
CHAIN LINK FENCE SPECIFICATION:
FABRIC: 72" 9 GA GALVANIZED ALUMINUM WIRE (2" MESH) K&T CHAIN-LINK FABRIC.
TOP RAIL: 1-58" OD SWEDGE END .065 GALVANIZED COATING 1.10 LBS PER FOOT.
LINE POST: 2" OD LG-15 PIPE, 1.40 LBS PER FOOT.
TERMINAL POST: 3" OD LG-20 PIPE POST, 3.25 LBS PER FOOT.
TENSION WIRE: 7 GA COIL SPRING GALVANIZED TENSION WIRE ATTACHED TO BOTTOM OF FENCE FABRIC WITH 9 GA
ALUMINUM HOG RING SPACED 24" OC.
BARBED WIRE: 3 STRANDS OF 4 PT GALV CLASS 3 BARB WIRE ON 3 WIRE PRESSED STEEL BARB WIRE ARM.
FITTINGS: BEVELED BRACE BAND & CARRIAGE BOLT, PRESSED STEEL RAIL-END, 3 WIRE PRESSED STEEL BARB
WIRE ARM. PRESSED STEEL CAP, 3 16" x 34" TENSION BAR, BEVELED TENSION BAND & CARRIAGE BOLT.
TIE WIRE: 6-12" 9 GA ALUMINUM TIE WIRE SPACED 15" OC FOR LINE POSTS & 24" OC FOR RAILS.
C-SITE-060
TOP RAILCORNER ARM
SCALE: NTS
TERMINAL
POST
17 SCALE: NTS
TYPICAL WATER/FIRE
TRENCH SECTION
C-UTIL-002
L C
DETAIL NOTES:
1. CRUSHED STONE SHALL BE INSTALLED TO SPRINGLINE (3/4 PIPE OD) FOR REINFORCED
CONCRETE PIPE ONLY. INSTALL STONE TO TOP OF PIPE AS SHOWN ABOVE FOR ALL
OTHER PIPE MATERIALS.
6" WIDE
UNDERGROUND
WARNING TAPE
PAVED UNPAVED
SEE PAVEMENT
RESTORATION DETAILS
EXISTING
PAVEMENT
24"EXISTING GRASS
SEE TURF
ESTABLISHMENT DETAIL
1'-6" MIN 1'-6" MIN
SAND
SAND
BANK RUN GRAVEL
GENERAL FILL UNDISTURBED
SOIL (TYP)
PIPE
LAY WATER/FIRE MAIN ON
UNDISTURBED GROUND WITH
PIPE BELLS HAND DUG
MIN 6" COMPACTED SAND
WHEN INSTALLED ON ROCK
12 SCALE: NTS
HYDRANT DETAIL
WITH GATE BOX
C-UTIL-040
12" x 8" x 6" CONC
BLOCKS
MJ PIPE (TYP)
WATER MAIN C L
EXTEND THRUST BLOCK SO
THAT BEARING WILL BE
AGAINST UNDISTURBED EARTH
(28 DAY 3000 PSI CONCRETE)
WELL COMPACTED
GRAVEL BACKFILL
UNDISTURBED MATERIAL
COMPACTED GRAVEL FILL
GRAVEL OR
CRUSHED STONE
(MIN 6" THICK)
6" HYDRANT RUN-OUT
JOINTS TO BE HELD TO A
MINIMUM
6" GATE VALVE
6" STD GATE BOX
FINISHED
GRADE
C
HYDRANT
PORTS
L
BURY LINE
HYDRANT TO CONFORM TO
WATER AUTHORITY AND TOWN
FIRE STANDARDS
14
SCALE: NTS
PRECAST SANITARY MANHOLE
DETAIL NOTES:
1. 5' OR 6' DIA PRECAST BASES MAY BE USED WHEN REQUIRED DUE TO SIZE OR NUMBER OF
PIPES AT THE MANHOLE. PRECAST REDUCERS WILL BE PLACED ABOVE THE 5' & 6' BASES
AS DIRECTED BY THE ENGINEER. WALL THICKNESS TO INCREASE 1" FOR EACH 1' OF
INSIDE DIAMETER INCREASE.
2. WHEN INLET SEWER INVERT TO OUTLET SEWER INVERT ELEVATION EXCEEDS 24" USE
DROP CONNECTION.
ALTERNATE JOINT
ADJUST TO GRADE WITH MAX OF FOUR
COURSES OF BRICK OR CONC GRADE
RINGS (12" MAX) 7" WIDTHS
PRECAST REINFORCED CONCRETE
MANHOLE ECCENTRIC CONE
WELDED WIRE FABRIC (TYP)
LIFTING HOLES (TYP) (FILL
WITH MORTAR)
PRECAST REINFORCED CONC TONGUE AND
GROOVE RISERS AS REQUIRED
PERFORMED PLASTIC GASKET OR FLEXIBLE
WATERTIGHT RUBBER GASKET
ALUMINUM STEP
5" WALL
BITUMASTIC COATING (TYP)
BENCH HEIGHT=.75 x PIPE ID OF HIGHEST
EXISTING OR FUTURE SEWER
INLET SEWER
MAX 24" TO JOINT (TYP)
FLEXIBLE MANHOLE TO PIPE NEOPRENE BOOT
CONNECTION WITH STAINLESS STEEL STRAP AND
SCREW CAST INTO MH (TYP)
CONCRETE OR BRICK &
MORTAR INVERT
KNOCKOUTS, FOR PIPES MIN 4"
FROM TOP & BOTTOM OF BASE
WHERE INDICATED
OUTLET
SEWER
BASE 4' MINRISE VARIESRISE VARIES4' CONE2-14" MIN
12" (TYP)
3" MIN
2'-2" DIA
8"
FRAME & COVER
4'-0" DIA
7" (TYP)
6" MIN
4" MIN
7"
COLD APPLIED
BITUMINOUS
SEALER
CONCRETE OR
BRICK INV
C-UTIL-01011
2" WATTS FBC-3C WITH
OPERATION LEVER.
PROVIDE RELIEF
ON PAVING TO
ALLOW VALVE
INSTALLATION
#4 @ 18" ADD AT
DRAIN
2" SCH 80 CPVC
@ 0.00%
PExNPT
SCALE: NTS
PIPE VALVE DETAIL15
114"TW SUPPLY CONNECTION.
SEE FRONT VIEW.
WASTE 114" IPS, OPEN END.
BOLT FLOOR FLANGE TO FLOOR.
ALTERNATE SUPPLY
PLUGGED 114" NPT.
HOT & COLD WATER
CONNECTIONS. SEE PLANS FOR
SIZE AND MATERIAL.
FINISHED FLOOR
WALL.
STRAINER
SIDE ELEVATIONFRONT ELEVATION
114"TW
EMERGENCY TEMPERING
VALVE (AS SCHEDULED).
DIELECTRIC UNION.
BALL VALVE,
TYP.
NOTE:
A. PROVIDE EMERGENCY SHOWER WITH ACCESSORY OPTIONS AS SCHEDULED.
B. IF TEMPERING VALVE IS MOUNTED BELOW 8'-0" AFF, PROVIDE LOCKABLE CABINET FOR TEMPERING VALVE. CABINET ENCLOSURE
SHALL BE RATED FOR LOCATION WHERE INSTALLED.11"30 1/2"
10 3/16"83"43"SCALE: NTS
TYPICAL EMERGENCY SHOWER/EYE WASH INSTALLATION10
4"CONCRETE
BASE COURSE.
PREPARED SUBGRADE6"SCALE: NTS
ROOF DRAIN GUTTER DETAIL136"6"
3'-0"
(3) #3 REBAR
EQUALLY SPACED
#3 REBAR AT 30" O.C.
DRAWING NO.RELEASERELEASED FOR . . .BYDATEAPP.FILE PATH: G:\7009\Dwg\C\7009C5_00.dwg PLOT DATE: 8/23/2023 PLOT TIME: 1:23:14 PM WAREHOUSE EXPANSION PROJECT7301 DISTRICT BOULEVARDBAKERSFIELD, CALIFORNIA 93313C5.01
7009 CIVIL DETAIL SHEET - 2A06/24/2022 JLB JM 60% REVIEW SETB07/13/2022 JLB JM ISSUE FOR BIDC11/18/2022 -- RDB ISSUE FOR PERMIT UPDATE002/07/2023 DL RDB ISSUED FOR CONSTRUCTION0107/26/2023 RDB RDB GRADING PERMIT - REVISED0208/23/23 RDB RDB ADDRESS REVIEW COMMENTS-------- ---------- --
EXPIRES: 9/30/23
02/07/23
NOT
USED
CR#6.9-489
23-40000040
11/06/23
10"6"4"6" 1'-6" 6"
SCALE: NTS
CONCRETE SPILLWAY19
SCALE: NTS
CONCRETE WATERWAY206"6"2'-0"
CONCRETE
BASE COURSE.
PREPARED SUBGRADE
CONCRETE
BASE COURSE.
PREPARED SUBGRADE
14'-0"5'-812"5'-10"6'-0"BAR LENGTH (VARIES)2-1/4"3"2-1/4"
*NOTE: FOOTING DEPTH
SUBJECT TO LOCAL
CODES AND CONDUITS.
NOTES:
1. THIS DRAWING IS FOR INFORMATION PURPOSES ONLY AND NOT FOR CONSTRUCTION.
2. DO NOT SCALE DRAWINGS.
ELEVATION
GROUND PEG
PREPARED SUB-GRADE
COMPACTED
GRAVEL BASE
CONCRETE FOOTING VARIES*GRADE
HINGE
CHAIN LINK
LATCH
GATE
POST
FRAME
PLAN
HINGE
GATE POST
FRAME LATCH FRAME HINGE
SCALE: NTS
DOUBLE SWING GATE214"3'-4"20'-0" 3'-0"14'-0" 5'-0"31'-4"23'-0"9'-0"10'-8"2'-0"38'-0"24'-0" 24'-0"
0'-8"4'-8"74'-0" 4'-0"34'-0"
23'-8"
0'-8"30'-8"2'-0"
A
A
CC
B B
TYPICAL FENCE AND GATE
SEE DETAIL 12 ON SHEET
C5.01
SEE SECTION C-C ON
DETAIL 1 ON SHEET C5.00
SEE SECTION B-B ON
DETAIL 1 ON SHEET C5.00
3'-0"
SEE SECTION A-A ON
DETAIL 1 ON SHEET C5.00
23'-4"23'-4"
TYPICAL (4) EMERGENCY
SHOWER/EYEWASH
STATION. SEE DETAIL 10 ON
SHEET C5.01.
SEE PIPE VALVE DETAIL
15 ON SHEET C5.01
SEE CATCH BASIN WITH
GRATE SEE DETAIL B-B
ON SHEET C5.00
14' DOUBLE SWING
CHAIN LINK GATE. SEE
DETAIL 21 ON SHEET 5.02
3'-0" 6'-0" 8'-0" 36'-0"DRAWING NO.RELEASERELEASED FOR . . .BYDATEAPP.FILE PATH: G:\7009\Dwg\C\7009C5_00.dwg PLOT DATE: 8/23/2023 PLOT TIME: 1:23:19 PM WAREHOUSE EXPANSION PROJECT7301 DISTRICT BOULEVARDBAKERSFIELD, CALIFORNIA 93313C5.02
7009 CIVIL DETAIL SHEET - 3-------- --B07/13/2022 JLB JM ISSUE FOR BIDC11/18/2022 -- RDB ISSUE FOR PERMIT UPDATE002/07/2023 DL RDB ISSUED FOR CONSTRUCTION008/23/23 RDB RDB ADDRESS REVIEW COMMENTS-------- ---------- ---------- --
SCALE: NTS
CONTAINMENT AREA PLAN VIEW18
02/07/23
EXPIRES: 9/30/23
NOT
USED
CR#6.9-489
23-40000040
11/06/23
48.0000
SL SL SL SL
DYH DYHDYHDYHDYHDYHDYH
W B-67 - In te rs tate Semi-T raile r
PRO
D
U
C
TI
O
N
EXPA
N
SI
O
N
SPR
2
0-
0
4
2
7
(NOT-
A-
P
A
R
T
)
PHA
S
E
1
PROPOSED
COLD STORAGE
EXPANSION
SPR 22-0362
(NOT-A-PART)
PHASE 3
PROPOSED EXPANSION
(NOT-A-PART) PHASE 3
TRUCK
TURN-AROUND
WARE
H
O
U
S
E
EXPA
N
SI
O
N
SPR
2
3
-
6000
0
1
1
2
PHAS
E
2
FH
FIRE LANE
400'-0" 400'-0" 400'-0" 400'-0"177'66'62'151'-1"246'-7"184'-0"
275'-1" 268'-11"252'-4"
STREET LIGHT IJ186 STREET LIGHT IJ187 STREET LIGHT IJ188 STREET LIGHT IJ183 STREET LIGHT IJ189
316'-3"
R50'-5"20'-0"41'-2"
72'-2"
61'-11" 105'-3"F.L.WIDTHF.L. LENGTH
FHN00°47'16"E 710.95N89°08'33"W
174.91
N89°08'33"E
117.86
N79°02'06"W302.00
N89°08'33"W 1680.69 N4
3
°
1
8
'3
0"W
1
8
2
.
0
6
TRUCK STAGINGSOUTHERN PACIFIC RAILROAD
PRO
D
U
C
TI
O
N
AREA
'PRDC' WAREHOUSE
DISTRICT BOULEVARD
RESE
A
R
C
H
&
DEVE
L
O
P
M
E
N
T
SECURITY GATESECURITY
GATE
PRO
D
U
C
TI
O
N
AREA
FH
FH
FH
FH
FH
FH
FH
FH
FH
ACCESIBLE SITE
ACCESS
INDICATED BY
DASHED LINE
G A TE
FH
FH
FHFHFH
FHFHFH
299'-0
"22'-0"
2 8'-0"123'-1"2 12 '-10 "236'-8"
203 '-6 "258'-8"392'-2"70'-8"
447'-6"
377'-3" 320'-3"160'-0"290'-3"267'-6"15'-0"
ESL ESL
SL
332'
39
1
'
330'
AS1.103
1
DRAWING NO.9/7/2023 1:36:28 PMAutodesk Docs://7009 Project Bakersfield Warehouse Expansion/7009_A_R22.rvtSTREET LIGHT PLAN7009
AS1.013WAREHOUSE EXPANSION PROJECT7301 DISTRICT BOULEVARDBAKERSFIELD, CALIFORNIA 93313CR#6.9-489
SCALE: 1" = 80'-0"1 STREET LIGHT PLAN GENERAL NOTES:
1. CONSTRUCT STREETLIGHTS PER
CITY OF BAKERSFIELD STANDARDS.RELEASE.DATE BY APP. RELEASED FOR...9/07/2023
EXP: 9/30/2025
23-40000040
11/06/23