HomeMy WebLinkAbout6.9-483VAN
NO P
A
R
K
I
N
GNOPARKING 2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
WATER FEATURE±1,200 S.F.
WV
S
SS
S
FL355.12FL/BCR
35
FL355.0
0
FL
355
S15 S15 S15 S15
G G G G G G
W12 PBPBPBPBW8 W8D24
S8S8 S8
S8D24W8S8 S8
W8 W8DYH
DY H
DYH DYHDYHDYH
DYH DYH
DYH
DYH
W8W8W8W8W8
W8W8
D12TRACT 7433
(NOT A PART)
S89°31'00"E 589.18'
S89°31'00"E
142.58'
N0°37'11"E
76.38'
S89°31'00"E
120.00'
S0°37'11"W
76.38'S0°34'24"W 565.78'N89°31'00"W 570.21'S0°37'11"W 755.92'N89°30'34"W 282.03'N0°37'16"E 1321.67'SITE
VICINITY MAP
N.T.S.
BERKSHIRE RD.SOUTH 'H' ST.MONITOR ST.PANAMA LN.SOUTHUNION AVE.BERKSHIRE ROAD
(SEE TRACT 7433 STREET PLANS)SOUTH H STREETKERN ISLAND CANALARVIN-EDISON CANAL
TRACT 6064
(NOT A PART)
TRACT 7322
(NOT A PART)
LOCAL BENCH MARK
TOP OF BRASS CAP AT THE CENTERLINE INTERSECTION OF
WHISENANT STREET AND CATES STREET
ELEVATION =354.51' (U.S.G.S DATUM - NAVD88)
BENCHMARK SET: TOP OF BRASS CAP AT THE CENTERLINE
INTERSECTION OF BERKSHIRE ROAD AND MAYA STREET
ELEVATION=355.41'
BASIS OF BEARINGS
THE BEARING N89°30'34"W ALONG THE CENTERLINE OF BERKSHIRE
ROAD AS SHOWN ON TRACT 6064 PHASE 3, RECORDED IN BOOK 49
OF MAPS, AT PAGE 187 IN THE OFFICE OF THE KERN COUNTY
RECORDER, WAS TAKEN AS THE BASIS OF BEARINGS SHOWN UPON
THIS MAP.
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARDS AND SPECIFICATIONS ALONG WITH THE STATE OF CALIFORNIA DEPARTMENT OF
TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION. ACTIVITIES SHALL ALSO CONFORM TO RECOMMENDATIONS MADE IN THE GEOTECHNICAL INVESTIGATION, FILE NO.
22-23055 BY SOILS ENGINEERING, INC. DATED MAY 31, 2023.
2.PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. PHONE (661) 326-3049.
3.CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION.
4.CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT
INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: THAT THE
CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
5. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE PLAN AND SPECIFICATIONS, OR FINDS DISCREPANCIES IN, OR OMISSIONS FROM THE DRAWING, HE
SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION, OR A CORRECTION THEREOF PRIOR TO FILING HIS BID FOR THE PROJECT TO THE DESIGN ENGINEER.
6. SHOULD ANY CULTURAL MATERIALS BE DISCOVERED DURING ANY GRADING OR DEVELOPMENT, ALL WORK SHALL BE HALTED AND A QUALIFIED ARCHAEOLOGIST/HISTORIAN SHALL
BE CONTACTED TO ASSESS THE FINDS AND IMPOSE MITIGATION MEASURES, IF NECESSARY, PRIOR TO THE RESUMPTION OF CONSTRUCTION.
7. IF, DURING GRADING OR CONSTRUCTION, ANY PLUGGED, ABANDONED, OR UNRECORDED WELLS ARE UNCOVERED OR DAMAGED, THE DEPARTMENT OF CONSERVATION/DIVISION
OF OIL, GAS, AND GEOTHERMAL RESOURCES SHALL BE CONTACTED TO INSPECT AND APPROVE ANY REMEDIATION REQUIRED.
8.THE CONTRACTOR SHALL REMOVE/ OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT OF WAY AS DIRECTED BY THE CITY ENGINEER.
9.UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION (811).
10. EXISTING UTILITY LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE. THE CONTRACTOR IS HEREBY NOTIFIED THAT ALL EXISTING BURIED UTILITIES MAY OR MAY NOT BE SHOWN
AND THAT THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND REPAIRING ANY UTILITIES DAMAGED AS A RESULT OF CONSTRUCTION OPERATIONS.
11. CONTRACTOR SHALL RESTORE CONSTRUCTION LIMITS TO ORIGINAL OR BETTER CONDITION TO ENSURE PROPER DRAINAGE
12. CONTRACTOR SHALL USE CARE WHEN WORKING ADJACENT TO PRIVATE PROPERTY TO NOT DAMAGE GRASS, TREES, SHRUBS, ETC. OUTSIDE OF THE IMMEDIATE WORKING AREA. ALL
ITEMS DAMAGED OR REMOVED BY THE CONTRACTOR AS A RESULT OF CONSTRUCTION PROCEDURES SHALL BE REPLACED WITH LIKE MATERIALS AT THE EXPENSE OF THE
CONTRACTOR
13. OPERATIONS ALONG HIGHWAYS OR PUBLIC STREETS SHALL BE PERFORMED IN SUCH A MANNER THAT ALL EXCAVATED MATERIALS BE KEPT OFF THE PAVEMENT AT ALL TIMES, AS
WELL AS OPERATING EQUIPMENT.
14. CONTRACTOR SHALL SAWCUT ALL PAVED SURFACES ENCOUNTERED, UNLESS SHOWN OTHERWISE.
15. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL SURPLUS RECLAIMED ASPHALT PAVEMENT (R.A.P.) NOT INCORPORATED INTO THE PROJECT.
16. NO BUILDING PERMITS SHALL BE ISSUED UNTIL ADEQUATE ACCESS AND ADEQUATE WATER SUPPLY FOR FIRE PROTECTION PURPOSES IS PROVIDED, AS APPROVED BY THE
BAKERSFIELD FIRE DEPARTMENT.
17. KSI ENGINEERING INC. SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS.
18. IN THE EVENT CONSTRUCTION STAKING BASED ON CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY OTHER THAN THE CONSULTANT, CLIENT AGREES
TO HOLD CONSULTANT HARMLESS AND RELEASE CONSULTANT FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, DRAWINGS OR OTHER DOCUMENTS.
19. IF A PROBLEM SHOULD ARISE DURING THE COURSE OF CONSTRUCTION, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY
FURTHER WORK.
20. IF THE CONTRACTOR IS IN DOUBT AS THE MEANING OF ANY PART OF THE PLAN AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL
SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT.
21. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE
CITY ENGINEER.
22. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET
RIGHT OF WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT OF
WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT.
23. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE
SHALL BE 2%. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK.
24. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER
CITY ENGINEER.
25. ANY PUBLIC FACILITIES IN THE STREET RIGHT-OF-WAY WITHIN THE PROPERTY FRONTAGE WHICH ARE SUBSTANDARD OR DAMAGED WILL REQUIRE RECONSTRUCTION OR REPAIR AS
DETERMINED BY THE CITY ENGINEER.
GENERAL CIVIL IMPROVEMENT NOTES
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARDS AND SPECIFICATIONS ALONG WITH THE STATE OF CALIFORNIA DEPARTMENT OF
TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION. ACTIVITIES SHALL ALSO CONFORM TO RECOMMENDATIONS MADE IN THE GEOTECHNIICAL INVESTIGATION, FILE NO.
22-23055 BY SOILS ENGINEERING, INC. DATED MAY 31, 20023 AND AS NOTED IN THE GENERAL NOTES BELOW:
1. ANY REVISIONS MADE TO THE APPROVED GRADING AS SHOWN ON THE GRADING PLANS MUST BE SPECIFICALLY APPROVED BY THE DESIGN CIVIL ENGINEER & SOILS ENGINEER &
CITY ENGINEER.
2.ELEVATIONS PROVIDED ARE FINISHED SURFACE (FS) UNLESS OTHERWISE NOTED PER LEGEND.
3.ALL INTERIOR GRADING SHALL BE COMPLIANT WITH 28 CFR PART 36. ACCESSIBLE PATHS SHALL NOT EXCEED 5.0% LONGITUDINALLY OR 2.0% TRANSVERSE.
4.ALL RAMPS SHALL BE COMPLIANT WITH 28 CFR PART 36.
5.ALL CUT OR FILL SLOPES SHALL BE 2:1 OR FLATTER UNLESS OTHERWISE NOTED.
6.FILLS SHALL BE COMPACTED THROUGHOUT TO 90% OF MAXIMUM DRY DENSITY, AS DETERMINED BY ASTM TEST METHOD D1557A, AND CERTIFIED BY THE SOILS ENGINEER.
7.AREAS TO RECEIVE FILL SHALL BE PROPERLY PREPARED AND APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE PRIOR TO PLACING FILL.
8.NO ROCK OR SIMILAR MATERIAL GREATER THAN 4" IN DIAMETER SHALL BE PLACED IN THE FILL UNLESS APPROVAL FOR SUCH PLACEMENT HAS BEEN OBTAINED BY THE
CONTRACTOR FROM THE BUILDING OFFICIAL.
9. CONTRACTOR SHALL STOCKPILE ALL ROCKS GREATER THAN 4" IN DIAMETER TO BE USED AS LANDSCAPE MATERIAL. LARGE BOULDERS SHALL BE USED FOR DECORATIVE
LANDSCAPING.
10. DUST SHALL BE CONTROLLED DURING GRADING BY WATERING OR OTHER APPROVED MEASURES.
11. ALL EXISTING DRAINAGE COURSES AND APPROVED PROTECTIVE MEASURES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION AT ALL TIMES AND TEMPORARY DRAINAGE
PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING. THE CONTRACTOR SHALL BE HELD LIABLE FOR ANY DAMAGE DUE TO OBSTRUCTING
EXISTING DRAINAGE PATTERNS.
12. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE.
13. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE
REMOVED TO THE RIGHT-OF-WAY.
14. TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY KSI ENGINEERING INC.. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON
THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR
REVIEW.
15. CONTRACTOR IS RESPONSIBLE FOR THE EFFICIENT USE OF ON-SITE RESOURCES, ESTIMATING HIS OWN CUT/FILL QUANTITIES, AND PROVIDING DETAILED TRANSACTION RECEIPTS
FOR SOILS IMPORTED AND EXPORTED (AS WELL AS APPROPRIATE NPDES DOCUMENTATION FOR OFFSITE LOCATIONS OF IMPORT AND EXPORT).
16. ENTRANCE TO AND FROM THE PROJECT SITE SHALL BE MAINTAINED IN A MANNER THAT LIMITS TRACKING OF ORGANIC MATERIAL OFFSITE.
17. DURING GRADING OPERATIONS, THE APPLICANT FOR A DEVELOPMENT PERMIT SHALL BE RESPONSIBLE FOR THE APPLICATION OF WATER TO DEVELOPMENT SITES TO MITIGATE THE
IMPACT OF DUST AND PM (PARTICULATES EMISSIONS). SPRAYING SHOULD BE SUFFICIENT TO ENSURE THAT SOILS REMAIN DAMP, WITH THE FREQUENCY OF SPRAYING DEPENDENT
ON WEATHER CONDITIONS. VERIFICATION OF COMPLIANCE WILL BE THE RESPONSIBILITY OF THE CITY OF BAKERSFIELD PUBLIC WORKS/BUILDING INSPECTION DIVISION.
18. DURING GRADING OPERATIONS, ALL ACTIVITY SHALL BE RESTRICTED TO PERIODS OF LOW WIND TO REDUCE DUST EMISSIONS. VERIFICATION OF COMPLIANCE WITH THIS
MITIGATION MEASURE WILL BE THE RESPONSIBILITY OF THE CITY OF BAKERSFIELD PUBLIC WORKS/BUILDING INSPECTION DIVISION.
19. DURING GRADING AND CONSTRUCTION, ALL ACTIVITIES ADJACENT TO RESIDENTIAL DEVELOPMENT SHALL BE LIMITED TO 7:00 A.M. TO 7:00 P.M., MONDAY THROUGH FRIDAY.
CONSTRUCTION WILL NOT BE ALLOWED ON WEEKENDS OR ON FEDERAL HOLIDAYS. VERIFICATION OF COMPLIANCE WILL BE THE RESPONSIBILITY OF THE CITY OF BAKERSFIELD
PUBLIC WORKS/BUILDING INSPECTION DIVISION.
20. DURING GRADING AND CONSTRUCTION, LANDSCAPING AND/OR TEMPORARY SOIL STABILIZATION TECHNIQUES (I.E., JUTE NETTING OR SOIL STABILIZING AGENTS) SHALL BE
EMPLOYED TO REDUCE WIND EROSION AND DUST DURING GRADING AND UNTIL THE SITE IS FULLY BUILT OUT. VERIFICATION OF COMPLIANCE WITH THIS MITIGATION MEASURE
WILL BE THE RESPONSIBILITY OF THE CITY OF BAKERSFIELD PUBLIC WORKS/BUILDING INSPECTION DIVISION.
21. DURING GRADING AND CONSTRUCTION, PLANNED PM MITIGATION MEASURES WILL BE ADHERED TOO.
22. DURING GRADING AND CONSTRUCTION, IF ANY HUMAN REMAINS ARE DISCOVERED, ALL WORK SHALL STOP UNTIL THE KERN COUNTY CORONER HAS BEEN NOTIFIED AND HAS
EVALUATED THE REMAINS, IF ANY OTHER ARCHAEOLOGICAL ARTIFACTS ARE DISCOVERED DURING SITE DEVELOPMENT ALL WORK SHALL STOP UNTIL THE FIND HAS BEEN
EVALUATED BY A QUALIFIED ARCHAEOLOGIST OR HISTORIAN.
23. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOI) TO COMPLY WITH THE
TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER
2010-0014-DWQ AND ORDER 2012-0006-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY
CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPP) BE PREPARED, CONTINUOSLY
CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 5F15C401246
HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT.
24. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISOR CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SOILS REPORTS,
SPECIFICATIONS AND CODES WITHIN HIS PURVIEW.
25. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH APP-J OF THE CALIFORNIA BUILDING CODE.
KEY MAP
SCALE: 1" = 100'
Know what's below.Call before you dig.
CONTRACTOR SHALL CONTACT 811 FOR LOCATION OF
ALL UTILITIES, AT LEAST 72 HOURS PRIOR TOBEGINNING CONSTRUCTION
ENGINEER'S STATEMENT:
THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH
CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY
OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR DESIGN CRITERIA ENCOUNTERED
DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER.
GREGORY O'NEAL BLACK - R.C.E. # C-53952
APPROVED BY:REGISTERED P R OFESSIONAL ENGI
NEERSTATE OF CA L IFORNIAGREGORY O'NEAL BLACKC-53952
VIC LI
DATE
C-1.0 COVER SHEET & NOTES
C-2.0 PARTIAL GRADING PLAN
C-2.1 PARTIAL GRADING PLAN
C-2.2 PARTIAL GRADING PLAN
C-2.3 PARTIAL GRADING PLAN
C-2.4 PARTIAL GRADING PLAN
C-2.5 DETAILS
C-2.6 STANDARDS
C-2.7 EROSION CONTROL PLAN
C-2.8 BEST MANAGEMENT PRACTICES
C-2.9 DRAINAGE PLAN
SHEET INDEX
CONTRACTOR TO VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING
LINES AND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. DAMAGE TO
ANY FACILITIES, UNDERGROUND OR OTHERWISE, RESULTING FROM THE
CONTRACTOR'S OPERATIONS, DIRECTLY OR INDIRECTLY, SHALL BE
IMMEDIATELY REPAIRED BY HIM AT NO EXPENSE TO THE DISTRICT, OWNER,
DESIGN ENGINEER, AND/OR ENGINEER OF CITY OF BAKERSFIELD.
SITE ADDRESS:
7100 SOUTH H STREET
BAKERSFIELD, CA 93313
APN: 516-010-36
THE ABOVE QUANTITIES ARE BASED ON GRADING LINES AND
ELEVATIONS SHOWN ON THE DRAWINGS.
ACTUAL QUANTITIES OF EARTHWORK MAY VARY FROM THAT STATED
ABOVE DEPENDING UPON VARYING SOIL DENSITIES AND ON THE
DEGREE OF SITE PREPARATION ACTUALLY REQUIRED IN THE FIELD.
EARTHWORK QUANTITIES:
DISTURBED AREA =11.70 ACRES
RAW CUT =7,930 C.Y.
RAW FILL =16,155 C.Y.
OVER-EXCAVATION ( 1' BELOW PAD)= 9,359 C.Y.
ADJUSTED CUT =17,289 C.Y.
ADJUSTED FILL = (16,155+9,359 )X1.42* =36,230 C.Y.
NET EARTHWORK QUANTITIES =18,941 C.Y. IMPORT
*(FILL WAS CALCULATED WITH A COMPACTION FACTOR OF 1.42 )
** IMPORT FROM TRACT 7433
SEE SHEET C-2.O SEE SHEET C-2.4EAGLE CREEK STREET
EAGLE PEAK COURTEAGLE NEST DRIVESCALESHEET DESCRIPTION:REV.CAD FILE:DATEREV.DESCRIPTIONREVISIONSBYDRAFTER:Date SHT.OFCHECKED BY:DESIGNED BY:PROJECT MANAGER:PROJECT NUMBER:ENGINEERING, INC.6205 District Blvd.Bakersfield, CA. 93313REGISTERED PROFESSIONAL EN G IN EER
S TATE OF CALIFORNIAGREGORY O'NEAL BLACKC-53952VICLICITY RECORDS NO.DERREL'S MINI STORAGE #83CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIAGRADING AND DRAINAGE PLANGRADING PERMIT #23-4000037AS SHOWN6.9-483 10/09/202340849MASGOBMAS10/09/2023-- --40849_BERKSHIRE_DMS GRADING PLANKCJAGENCY APPROVALISSUED FOR10/09/2023
GENERAL GRADING NOTES
NOTES:
1. THE ONSITE SUMP AND STORM DRAIN SYSTEM WILL BE PRIVATELY MAINTAINED AND
THE CITY OF BAKERSFIELD WILL NOT ASSUME RESPONSIBILITY OVER THE MAINTENANCE.
2. BERKSHIRE IMPROVEMENTS PER APPROVED TRACT 7433 STREET PLAN SHALL BE
ACCEPTED BY CITY PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY.
3. SOUTH H STREET SIDEWALK IMPROVEMENTS (PER STREET PERMIT BY CONTRACTOR)
SHALL BE ACCEPTED BY CITY PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY.
NOTE:
FEDERAL AND STATE LAWS PROTECT CERTAIN SPECIES OF PLANTS, FISH, AND
WILDLIFE THAT ARE LISTED OR PROPOSED FOR LISTING AS ENDANGERED OR
THREATENED, AS WELL AS THEIR DESIGNATED CRITICAL HABITAT. THE
PRESENCE OF AN ENDANGERED OR THREATENED SPECIES ON PRIVATE LAND
THAT OVERLAPS WITH DEVELOPMENT MAY IMPOSE CERTAIN DUTIES, SUCH AS
AVOIDING UNAUTHORIZED TAKE AND, IN SOME CASES REQUIRING
CONSULTATION WITH THE UNITED STATES FISH & WILDLIFE SERVICE AND/OR
CALIFORNIA DEPARTMENT OF FISH & WILDLIFE AGENCY. PROPERTY OWNERS
AND DEVELOPERS SHALL TAKE THE NECESSARY STEPS TO ENSURE COMPLIANCE
WITH FEDERAL AND STATE LAWS. IF UNAUTHORIZED TAKE OCCURS, A
VIOLATION OF THE PROHIBITION ON UNAUTHORIZED TAKE CAN LEAD TO CIVIL
AND CRIMINAL PENALTIES BY FEDERAL AND STATE AGENCIES.
SEE SHEET C-2.1
SEE SHEET C-2.2 SEE SHEET C-2.3
LEGAL DESCRIPTION:
REAL PROPERTY IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF
CALIFORNIA, DESCRIBED AS FOLLOWS:
BEING A PORTION OF PARCEL A OF CERTIFICATE OF COMPLIANCE FOR LOT
LINE ADJUSTMENT 16-0461, RECORDED SEPTEMBER 29, 2017, AS
DOCUMENT NUMBER 217130805 OF OFFICIAL RECORDS;
ALSO BEING A PORTION OF THE NORTHWEST QUARTER OF SECTION 30,
TOWNSHIP 30 SOUTH, RANGE 28 EAST, MDBM;
ALSO BEING PARCEL 2 OF TENTATIVE PARCEL MAP NO. 12453.
23-40000037
12/26/23
27
FF 358.18
FS 358.05
FF 357.73FS 357.60
FF 357.80
FS 357.67 FF 357.29
FS 357.16
FF 357.86
FS 357.73
FF 357.75
FS 357.62
FF 358.39
FS 358.26
FF 357.88
FS 357.75
FF 357.41
FS 357.28
FF 357.36
FS 357.23
FF 358.29
FS 358.16
FF 358.42
FS 358.29
FF 358.21
FS 358.08
FF 357.96
FS 357.83
FF 357.94
FS 357.81
FF 358.18
FS 358.05
FF 357.74
FS 357.61
FF 357.54FS 357.41
FF 357.53
FS 357.40
FF 357.46
FS 357.33
FF 357.45
FS 357.32
FF 358.48
FS 358.35
FF 357.25
FS 357.12
FF 358.42
FS 358.29
20'
20'
20'
10.5'
FF 358.42
FS 358.29
20'
21.3'
10'
21.7'
20' 10' 25' 10' 20' 13.25' 30' 10' 20' 10' 20' 10' 10' 30' 10' 10' 40' 10'
FF 358.17
FS 358.04
10.4'
FF 357.90
FS 357.77
5.6'
FF 357.72
FS 357.59
20'
5.5'3'
20.5'20.6'
FF 358.17
FS 358.04
10'
357.29
356.5
357.0
3'
DYH
W8W8W8W8W8W8W8 W8 W8
0.25%0.25%0.25%0.23%0.23%0.23%0.22%0.16%2.61%
2.10%2.93% 2.10%
3.61%2.10%3.36%
2.10%
3.11%
5.23%
2.82%
4.81%
2.10%
3.20% 2.10%
4.60%
2.13% 3.05% 2.15%
2.17%
4.47% 3.27% 2.10%
2.56%
2.10%
2.10%4.28%
2.07%4.24%
3.18%
2.05%
3.16%
2.05%2.94%
2.05%
2.05%
2.93%2.08%
4.20%
4.26%
2.
1
1
%0.25%0.25%0.25%0.25%0.24%0.25%0.25%0.25%0.25%0.25%0.25%0.23%0.23%0.22%0.22%0.25%0.25%
0.25%
0.24%0.26%
0.24%
0.47%
0.24%
0.24%1.71%10' 12.25' 10' 10' 10'
20'
357.53 357.42
357.34
357.39 357.24
357.20
357.12
357.12
357.02
357.07
356.96
356.91
356.74
356.69
357.24 357.39 357.52
357.28
357.67
357.57 357.44
357.64
GB
357.61
357.83
357.78
GB
357.89
358.00
357.74
357.87
357.54
357.80
357.71
8
25
29 31
33
35 37
7
6
5
4 24 26 28 30 32 34 36
(NOT A PART)
ACCESS GATE
BY OTHERS
ACCESS EASEMENT
PER PARCEL MAP
TO BE RECORDED
1
CONSTRUCTION NOTES
CONSTRUCT 6" CURB PER DETAIL 1.
CONSTRUCT 4" THICK PORTLAND CEMENT CONCRETE SIDEWALK WITH 6x6/10x10
WWM OVER 6" OF NATIVE SOIL COMPACTED TO 90% RELATIVE COMPACTION PER
ASTM D1557 . INSTALL TOOLED CONSTRUCTION JOINTS @ 5' O.C. EACH WAY WITH
EXPANSION JOINTS @ 20' O.C. CONTRACTOR SHALL FINISH THE CONCRETE SURFACE
WITH A MEDIUM BROOM FINISH PERPENDICULAR TO THE DIRECTION OF TRAVEL.
CONSTRUCT PARALLEL CURB RAMP PER DETAIL 2.
PAINT 4" WHITE STRIPE.
CONSTRUCT CMU WALL. SEE WALL PLAN.
CONSTRUCT 6' CMU WALL PER KCDS R-77. SEE ARCHITECTURAL PLANS FOR ADD'L
WALL DETAILS.
WALL BETWEEN BUILDINGS. SEE ARCHITECTURAL PLANS.
INSTALL ADA SIGN PER DETAIL 3.
PAINT ADA SYMBOL PER DETAIL 4.
INSTALL PARKING BUMPER PER ARCHITECTURAL PLANS.
CONSTRUCT SUMP PER C.O.B. STD D-9.
CONSTRUCT DRAINAGE BASIN OUTLET STRUCTURE AND RIPRAP PER C.O.B. STD D-10.
CONSTRUCT CHAIN-LINK FENCE PER C.O.B. STD D-12.
CONSTRUCT CHAIN-LINK GATE PER C.O.B. STD D-13.
*SEE DETAILS ON SHEET C-2.5 AND STANDARDS ON SHEET 2.7.
2
7
8
9
3
4
5
10
11
6
12
13
14
DYH
G
SD
S
W
LEGEND
PROPOSED CURB INLET (SEE STREET PLAN)
PROPOSED FIRE HYDRANT (SEE UTILITY PLAN)
PROPOSED MANHOLE (SEE SEWER & STREET PLAN)
PROPOSED STREET LIGHT (SEE STREET PLAN)
PROPOSED STREET SIGN (SEE STREET PLAN)
PROPOSED WATER METER (SEE UTILITY PLAN)
BUILDING NUMBER
W
BOUNDARY/PROPERTY LINE
EXISTING OVERHEAD ELECTRIC LINE
EXISTING CONTOUR
EXISTING GAS
EXISTING STORM DRAIN
EXISTING SEWER
EXISTING WATER
NEW WATER (SEE UTILITY PLAN)
NEW SANITARY SEWER (SEE UTILITY PLAN)
NEW STORM DRAIN
RIGHT-OF-WAY
281
OHE
W8
S8
D12
℄CENTERLINE
FF FINISHED FLOOR
FLOWLINE
FS FINISHED SURFACE
GB GRADE BREAK
LP LOW POINT
ROW RIGHT-OF-WAY
TC TOP OF CURB
TG TOP OF GRATE
1
0'
GRAPHIC SCALE
( IN FEET )
20' 20'10' 10'
1 inch = 20 ft.
0'
LEGEND (HATCH)
4" P.C.C. OVER 6" NATIVE SOIL
5" P.C.C. OVER 6" NATIVE SOIL
A
C-2.5
B
C-2.5
MATCH LINE, SEE SHEET C-2.2 MATCH LINE, SEE SHEET C-2.1SCALESHEET DESCRIPTION:REV.CAD FILE:DATEREV.DESCRIPTIONREVISIONSBYDRAFTER:Date SHT.OFCHECKED BY:DESIGNED BY:PROJECT MANAGER:PROJECT NUMBER:ENGINEERING, INC.6205 District Blvd.Bakersfield, CA. 93313REGISTERED PROFESSIONAL E NGIN E ER
S TATE OF CALIFORNIAGREGORY O'NEAL BLACKC-53952VICLICITY RECORDS NO.DERREL'S MINI STORAGE #83CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIAGRADING AND DRAINAGE PLANGRADING PERMIT #23-4000037AS SHOWN6.9-483 10/09/202340849MASGOBMAS10/09/2023----40849_BERKSHIRE_DMS GRADING PLANKCJAGENCY REVIEWISSUED FOREASTERN BOUNDARY OF KERN
ISLAND CANAL EASEMENT
ARVIN-EDISON CANAL KERN ISLAND CANAL (NOT A PART)23-40000037
12/26/23
FF 357.71
FS 357.58
FF 357.48
FS 357.35 FF 357.36
FS 357.23 FF 357.56
FS 357.43
FF 357.07
FS 356.94 FF 356.86
FS 356.73
FF 357.02
FS 356.89 FF 356.81
FS 356.68
FF 357.89
FS 357.76
FF 357.36
FS 357.23
FF 357.41
FS 357.28
FF 357.62
FS 357.49
FF 358.20
FS 358.07
FF 358.25
FS 358.12 FF 357.95
FS 357.82
FF 357.43
FS 357.30FF 357.33
FS 357.20
FF 357.58
FS 357.45
FF 357.61
FS 357.48
FF 357.08
FS 356.95
FF 357.07
FS 356.94
20' 10' 10' 30' 10' 10' 30' 20' 10' 10' 10' 30' 10' 10' 40' 10' 10' 30'
5.6'
20.6'20.6'
19.7'
20.9'
22.7'PHASE 2PHASE 1PHASE 2
PHASE 1
357.19
357.0
357.0
7 (TYP.)
7
(TYP.)DY HW8 W8 W8
W8W8W8W8W80.23%0.21%0.25%0.25%0.25%0.25%0.25%0.25%3.66%2.00%
3.62%2.10%
3.36%
2.10%
3.11%
2.10%
3.11% 3.37% 2.10%3.35% 2.10% 3.11% 2.10%
2.68% 3.09%
2.00% 2.45%3.39%2.76%2.09%2.48%2.53% 2.05%
2.05%
3.16% 1.06%
3.18% 1.15% 3.51%
3.52%5.60%
5.91% 2.13%2.19%1.57%1.61%0.25%0.25%0.25%0.25%0.25%0.25%0.25%0.20%0.25%0.25%0.25%0.21%0.20%0.25%0.25%0.25%0.25%0.20%0.25%0.32%0.25%0.25%
1.04%4.42%4.89%3.66% 1.35%0.11%20' 10' 10' 10' 10'
2.51%
38 40 42
357.29
357.24 357.14 357.02 356.89 356.99 357.09 357.22 357.38
357.09 356.86
356.38
356.33
356.62
356.58
356.73
356.69 356.69
357.07 357.07 356.94 357.04 357.14 357.27 357.42
357.85
356.91
357.32
357.53 357.46
356.93
356.89
357.26
357.78
357.04 357.10
9
39 41 43 44 45 46 48 10
44 45 46 47
1
CONSTRUCTION NOTES
CONSTRUCT 6" CURB PER DETAIL 1.
CONSTRUCT 4" THICK PORTLAND CEMENT CONCRETE SIDEWALK WITH 6x6/10x10
WWM OVER 6" OF NATIVE SOIL COMPACTED TO 90% RELATIVE COMPACTION PER
ASTM D1557 . INSTALL TOOLED CONSTRUCTION JOINTS @ 5' O.C. EACH WAY WITH
EXPANSION JOINTS @ 20' O.C. CONTRACTOR SHALL FINISH THE CONCRETE SURFACE
WITH A MEDIUM BROOM FINISH PERPENDICULAR TO THE DIRECTION OF TRAVEL.
CONSTRUCT PARALLEL CURB RAMP PER DETAIL 2.
PAINT 4" WHITE STRIPE.
CONSTRUCT CMU WALL. SEE WALL PLAN.
CONSTRUCT 6' CMU WALL PER KCDS R-77. SEE ARCHITECTURAL PLANS FOR ADD'L
WALL DETAILS.
WALL BETWEEN BUILDINGS. SEE ARCHITECTURAL PLANS.
INSTALL ADA SIGN PER DETAIL 3.
PAINT ADA SYMBOL PER DETAIL 4.
INSTALL PARKING BUMPER PER ARCHITECTURAL PLANS.
CONSTRUCT SUMP PER C.O.B. STD D-9.
CONSTRUCT DRAINAGE BASIN OUTLET STRUCTURE AND RIPRAP PER C.O.B. STD D-10.
CONSTRUCT CHAIN-LINK FENCE PER C.O.B. STD D-12.
CONSTRUCT CHAIN-LINK GATE PER C.O.B. STD D-13.
*SEE DETAILS ON SHEET C-2.5 AND STANDARDS ON SHEET 2.7.
2
7
8
9
3
4
5
10
11
6
12
13
14
DYH
G
SD
S
W
LEGEND
PROPOSED CURB INLET (SEE STREET PLAN)
PROPOSED FIRE HYDRANT (SEE UTILITY PLAN)
PROPOSED MANHOLE (SEE SEWER & STREET PLAN)
PROPOSED STREET LIGHT (SEE STREET PLAN)
PROPOSED STREET SIGN (SEE STREET PLAN)
PROPOSED WATER METER (SEE UTILITY PLAN)
BUILDING NUMBER
W
BOUNDARY/PROPERTY LINE
EXISTING OVERHEAD ELECTRIC LINE
EXISTING CONTOUR
EXISTING GAS
EXISTING STORM DRAIN
EXISTING SEWER
EXISTING WATER
NEW WATER (SEE UTILITY PLAN)
NEW SANITARY SEWER (SEE UTILITY PLAN)
NEW STORM DRAIN
RIGHT-OF-WAY
281
OHE
W8
S8
D12
℄CENTERLINE
FF FINISHED FLOOR
FLOWLINE
FS FINISHED SURFACE
GB GRADE BREAK
LP LOW POINT
ROW RIGHT-OF-WAY
TC TOP OF CURB
TG TOP OF GRATE
1
0'
GRAPHIC SCALE
( IN FEET )
20' 20'10' 10'
1 inch = 20 ft.
0'
LEGEND (HATCH)
4" P.C.C. OVER 6" NATIVE SOIL
5" P.C.C. OVER 6" NATIVE SOIL MATCH LINE SEE SHEET C-2.0MATCH LINE SEE SHEET C-2.3 SCALESHEET DESCRIPTION:REV.CAD FILE:DATEREV.DESCRIPTIONREVISIONSBYDRAFTER:Date SHT.OFCHECKED BY:DESIGNED BY:PROJECT MANAGER:PROJECT NUMBER:ENGINEERING, INC.6205 District Blvd.Bakersfield, CA. 93313REGISTERED PROFESSIONAL E NGIN E ER
S TATE OF CALIFORNIAGREGORY O'NEAL BLACKC-53952VICLICITY RECORDS NO.DERREL'S MINI STORAGE #83CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIAGRADING AND DRAINAGE PLANGRADING PERMIT #23-4000037AS SHOWN6.9-483 10/09/202340849MASGOBMAS10/09/2023----40849_BERKSHIRE_DMS GRADING PLANKCJAGENCY REVIEWISSUED FORARVIN-EDISON CANAL
TRACT 7322
(NOT A PART)
B
C-2.5
G
C-2.5
23-40000037
12/26/23
FF 357.37
FS 357.24
FF 357.25
FS 357.12 FF 356.90
FS 356.77 FF 356.81
FS 356.68
FF 357.72
FS 357.59
FF 357.26
FS 357.13
FF 357.06
FS 356.93 FF 356.98
FS 356.85
20'
FF 357.33
FS 357.20 30'
21.7'
20'
10'10' FF 357.23
FS 357.10 FF 357.49
FS 357.36
FF 357.88
FS 357.75
FF 357.68 FS 357.55 PHASE 1PHASE 2FF 356.91
FS 356.78 356.0355.5
355.0
35
5
.
5
356.0356.5
7 (TYP.)DYH
W8W8W8W8W8 W8 W8 W8 W8
W8
D18D18 D18 D18 D180.25%0.25%0.25%0.23%0.23%0.23%0.22%0.14%0.25%0.28%0.25%0.16%0.05%5.39% 2.10% 3.20% 2.10%
2.60% 2.10%3.84%
2.00%
2.79%
2.00%
2.79%
2.00%
2.99%
2.00%4.85%
2.87%
2.10% 2.10% 6.00% 2.10%
4.55%
5.03%
3.08%
3.57%
4.27% 2.11%
5.77% 2.12%0.25%0.25%0.25%0.20%
0.20%0.25%0.22%0.22%0.23%0.23%0.25%0.30%0.20%2.00%0.50%0.20%
3.13%
5.36%
356.32
356.91
356.44
356.53 356.69 356.81
HPTG 356.60 356.89 356.98
356.78
357.05
356.99
HP
357.38
HP 356.25
356.61
FS (356.54)
357.17
357.12
357.03 356.92
356.84 356.73 356.65 356.57 356.48 356.19
356.23
356.91
1.00%
24 26 28 30 32 34 36
14
3 20 23
4
TG 356.14
SEE SD1 ON
THIS SHEET
STATION
348
350
352
354
356
358
360
348
350
352
354
356
358
360
0+00 0+25 0+40
8" WATER
3' MIN.
CVR.
18" STORM
1
CONSTRUCTION NOTES
CONSTRUCT 6" CURB PER DETAIL 1.
CONSTRUCT 4" THICK PORTLAND CEMENT CONCRETE SIDEWALK WITH 6x6/10x10
WWM OVER 6" OF NATIVE SOIL COMPACTED TO 90% RELATIVE COMPACTION PER
ASTM D1557 . INSTALL TOOLED CONSTRUCTION JOINTS @ 5' O.C. EACH WAY WITH
EXPANSION JOINTS @ 20' O.C. CONTRACTOR SHALL FINISH THE CONCRETE SURFACE
WITH A MEDIUM BROOM FINISH PERPENDICULAR TO THE DIRECTION OF TRAVEL.
CONSTRUCT PARALLEL CURB RAMP PER DETAIL 2.
PAINT 4" WHITE STRIPE.
CONSTRUCT CMU WALL. SEE WALL PLAN.
CONSTRUCT 6' CMU WALL PER KCDS R-77. SEE ARCHITECTURAL PLANS FOR ADD'L
WALL DETAILS.
WALL BETWEEN BUILDINGS. SEE ARCHITECTURAL PLANS.
INSTALL ADA SIGN PER DETAIL 3.
PAINT ADA SYMBOL PER DETAIL 4.
INSTALL PARKING BUMPER PER ARCHITECTURAL PLANS.
CONSTRUCT SUMP PER C.O.B. STD D-9.
CONSTRUCT DRAINAGE BASIN OUTLET STRUCTURE AND RIPRAP PER C.O.B. STD D-10.
CONSTRUCT CHAIN-LINK FENCE PER C.O.B. STD D-12.
CONSTRUCT CHAIN-LINK GATE PER C.O.B. STD D-13.
*SEE DETAILS ON SHEET C-2.5 AND STANDARDS ON SHEET 2.7.
2
7
8
9
3
4
5
10
11
6
12
13
14
DYH
G
SD
S
W
LEGEND
PROPOSED CURB INLET (SEE STREET PLAN)
PROPOSED FIRE HYDRANT (SEE UTILITY PLAN)
PROPOSED MANHOLE (SEE SEWER & STREET PLAN)
PROPOSED STREET LIGHT (SEE STREET PLAN)
PROPOSED STREET SIGN (SEE STREET PLAN)
PROPOSED WATER METER (SEE UTILITY PLAN)
BUILDING NUMBER
W
BOUNDARY/PROPERTY LINE
EXISTING OVERHEAD ELECTRIC LINE
EXISTING CONTOUR
EXISTING GAS
EXISTING STORM DRAIN
EXISTING SEWER
EXISTING WATER
NEW WATER (SEE UTILITY PLAN)
NEW SANITARY SEWER (SEE UTILITY PLAN)
NEW STORM DRAIN
RIGHT-OF-WAY
281
OHE
W8
S8
D12
℄CENTERLINE
FF FINISHED FLOOR
FLOWLINE
FS FINISHED SURFACE
GB GRADE BREAK
LP LOW POINT
ROW RIGHT-OF-WAY
TC TOP OF CURB
TG TOP OF GRATE
1
0'
GRAPHIC SCALE
( IN FEET )
20' 20'10' 10'
1 inch = 20 ft.
0'
LEGEND (HATCH)
4" P.C.C. OVER 6" NATIVE SOIL
5" P.C.C. OVER 6" NATIVE SOIL
D
C-2.5
MATCH LINE SEE SHEET C-2.0
MATCH LINE SEE SHEET C-2.3SCALESHEET DESCRIPTION:REV.CAD FILE:DATEREV.DESCRIPTIONREVISIONSBYDRAFTER:Date SHT.OFCHECKED BY:DESIGNED BY:PROJECT MANAGER:PROJECT NUMBER:ENGINEERING, INC.6205 District Blvd.Bakersfield, CA. 93313REGISTERED PROFESSIONAL E NGIN E ER
S TATE OF CALIFORNIAGREGORY O'NEAL BLACKC-53952VICLICITY RECORDS NO.DERREL'S MINI STORAGE #83CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIAGRADING AND DRAINAGE PLANGRADING PERMIT #23-4000037AS SHOWN6.9-483 10/09/202340849MASGOBMAS10/09/2023----40849_BERKSHIRE_DMS GRADING PLANKCJAGENCY REVIEWISSUED FORA
C-2.5
EASTERN BOUNDARY OF KERN
ISLAND CANAL EASEMENT
TRACT 7322
(NOT A PART)KERN ISLAND CANAL (NOT A PART)MATCH LINE SEE SHEET C-2.4
D
SD1
HORIZ: 1"=20'
WATER LINE CROSSINGSD1
VERT: 1"=4'
23-40000037
12/26/23
WSE=355.00 FF 358.61FS 358.48FF 358.63
FS 358.50
FF 357.07
FS 356.94 FF 356.86
FS 356.73
FF 357.02
FS 356.89 FF 356.81
FS 356.68
FF 356.61
FS 356.48 FF 356.51
FS 356.38
FF 358.20
FS 358.07
FF 356.90
FS 356.77 FF 357.06
FS 356.93
FF 357.62FS 357.49
FF 357.61
FS 357.48
FF 356.61FS 356.48
FF 357.08
FS 356.95
FF 357.07
FS 356.94
FF 356.78
FS 356.65
FF 356.68
FS 356.55
FF 357.54
FS 357.41
5.6'
20.6'20.6'
20.9'
FF 358.13
FS 358.00
10'13' 10'13'10'
PHASE 2
PHASE 1
10' 10'PHASE 1PHASE 2 356.32
19'
20'
357.0
356.5
357.5
359.0
358.0356.57 (TYP.)
7
(TYP.)
FS 357.24FS 356.51
FS 356.27
FS 357.60
FS 358.28 FS 356.19
FS 356.00
FS 356.25 FS 358.56
FS 357.65 FS 356.59
FS 347.00
35
8
.
5358.0357.5358.0358.5357.5357.5357.0358.0D18D1
2 DYH
W8W8W8W8W8W8 W8 W8 W8 W8
W6
W8D18 D18
12' 18.2'107'20.9'
12'
19.3'
60.1'
18.8'
12'0.25%0.23%0.21%0.15%0.27%
4.85% 2.87% 2.00% 2.00% 2.99% 2.00%
3.25%2.00%5.36%
2.00%
2.89% 3.10%
3.92%
3.19%
2.18% 3.19% 2.18% 3.37% 2.11% 3.71%2.20%
4.55% 5.03%
3.08% 3.57%
2.97% 3.47%
2.28% 2.79%2.99%2.10%2.12%2.26%4.20%
4.26% 2.53% 2.05%
2.05%
3.16% 1.06%
3.18% 1.15% 3.51%
3.52%5.60%
5.91% 2.13%2.19%1.57%1.61%0.25%0.32%3.51%0.25%0.50%0.20%0.20%1.10%1.10%
0.60%0.50%0.20%0.21%0.25%0.30%
1.04%
3.43%
2%
2%2%2%14.38%
0.36%0.50%2.51%
10'
12'
10
39 41 43
356.74
356.69
356.38
356.33
356.62
356.58
356.73
356.69 356.69
358.03
356.51 356.66 356.38 356.28 TG 356.18
356.04
357.10
356.14 356.24
GB
356.91
357.32
358.13
358.18
357.05 357.71
358.27
TG 356.00
356.28
356.93
356.89
357.26
356.19 356.28 356.18
356.91 357.61
356.42
HP
1.00%0.20%
38 40 42
13 12
11
44 45 46 47
TG 356.14
11
12
12
4' 6'
6'
6'
13
14
13
6'
6'
SEE SD2 ON
THIS SHEET
348
350
352
354
356
358
360
348
350
352
354
356
358
360
0+00 0+25 0+40
8" WATER
3' MIN.
CVR.
18" STORM
1
CONSTRUCTION NOTES
CONSTRUCT 6" CURB PER DETAIL 1.
CONSTRUCT 4" THICK PORTLAND CEMENT CONCRETE SIDEWALK WITH 6x6/10x10
WWM OVER 6" OF NATIVE SOIL COMPACTED TO 90% RELATIVE COMPACTION PER
ASTM D1557 . INSTALL TOOLED CONSTRUCTION JOINTS @ 5' O.C. EACH WAY WITH
EXPANSION JOINTS @ 20' O.C. CONTRACTOR SHALL FINISH THE CONCRETE SURFACE
WITH A MEDIUM BROOM FINISH PERPENDICULAR TO THE DIRECTION OF TRAVEL.
CONSTRUCT PARALLEL CURB RAMP PER DETAIL 2.
PAINT 4" WHITE STRIPE.
CONSTRUCT CMU WALL. SEE WALL PLAN.
CONSTRUCT 6' CMU WALL PER KCDS R-77. SEE ARCHITECTURAL PLANS FOR ADD'L
WALL DETAILS.
WALL BETWEEN BUILDINGS. SEE ARCHITECTURAL PLANS.
INSTALL ADA SIGN PER DETAIL 3.
PAINT ADA SYMBOL PER DETAIL 4.
INSTALL PARKING BUMPER PER ARCHITECTURAL PLANS.
CONSTRUCT SUMP PER C.O.B. STD D-9.
CONSTRUCT DRAINAGE BASIN OUTLET STRUCTURE AND RIPRAP PER C.O.B. STD D-10.
CONSTRUCT CHAIN-LINK FENCE PER C.O.B. STD D-12.
CONSTRUCT CHAIN-LINK GATE PER C.O.B. STD D-13.
*SEE DETAILS ON SHEET C-2.5 AND STANDARDS ON SHEET 2.7.
2
7
8
9
3
4
5
10
11
6
12
13
14
DYH
G
SD
S
W
LEGEND
PROPOSED CURB INLET (SEE STREET PLAN)
PROPOSED FIRE HYDRANT (SEE UTILITY PLAN)
PROPOSED MANHOLE (SEE SEWER & STREET PLAN)
PROPOSED STREET LIGHT (SEE STREET PLAN)
PROPOSED STREET SIGN (SEE STREET PLAN)
PROPOSED WATER METER (SEE UTILITY PLAN)
BUILDING NUMBER
W
BOUNDARY/PROPERTY LINE
EXISTING OVERHEAD ELECTRIC LINE
EXISTING CONTOUR
EXISTING GAS
EXISTING STORM DRAIN
EXISTING SEWER
EXISTING WATER
NEW WATER (SEE UTILITY PLAN)
NEW SANITARY SEWER (SEE UTILITY PLAN)
NEW STORM DRAIN
RIGHT-OF-WAY
281
OHE
W8
S8
D12
℄CENTERLINE
FF FINISHED FLOOR
FLOWLINE
FS FINISHED SURFACE
GB GRADE BREAK
LP LOW POINT
ROW RIGHT-OF-WAY
TC TOP OF CURB
TG TOP OF GRATE
1
0'
GRAPHIC SCALE
( IN FEET )
20' 20'10' 10'
1 inch = 20 ft.
0'
LEGEND (HATCH)
4" P.C.C. OVER 6" NATIVE SOIL
5" P.C.C. OVER 6" NATIVE SOIL
C
C-2.5
MATCH LINE SEE SHEET C-2.1
MATCH LINE SEE SHEET C-2.2SCALESHEET DESCRIPTION:REV.CAD FILE:DATEREV.DESCRIPTIONREVISIONSBYDRAFTER:Date SHT.OFCHECKED BY:DESIGNED BY:PROJECT MANAGER:PROJECT NUMBER:ENGINEERING, INC.6205 District Blvd.Bakersfield, CA. 93313REGISTERED PROFESSIONAL E NGIN E ER
S TATE OF CALIFORNIAGREGORY O'NEAL BLACKC-53952VICLICITY RECORDS NO.DERREL'S MINI STORAGE #83CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIAGRADING AND DRAINAGE PLANGRADING PERMIT #23-4000037AS SHOWN6.9-483 10/09/202340849MASGOBMAS10/09/2023----40849_BERKSHIRE_DMS GRADING PLANKCJAGENCY REVIEWISSUED FORTRACT 7322
(NOT A PART)
TRACT 7433
(NOT A PART)
SUMP SIZING CALCULATIONS
C = 0.90
A = 11.84
V = 0.15*0.90*11.84 = 1.60 AC-FT REQUIRED
VOLUME PROVIDED-PRISMOIDAL FORMULA
V = (1/6)*(Abottom + 4*Amiddle + A top)*depth
Abottom= 5,679 SF
Amiddle= 8,702 SF
Atop= 12,126 SF
depth= 8.0 Feet
V = 70,151 ft 3
V = 1.61 AC-FT PROVIDED
SUMP STATISTICS
SUMP BOTTOM = 347.00
LOWEST INLET FL = 356.00
WATER SURF. ELEV.=355.00
MAX. WATER DEPTH = 8.0'
STORM DRAIN SUMP
20' WIDE EMERGENCY
ACCESS GATE WITH KNOXBOX PER BFD APPROVAL;
FINAL APPROVAL REQUIRED
PRIOR TO INSTALLATION.
HORIZ: 1"=20'
WATER LINE CROSSINGSD2
VERT: 1"=4'
23-40000037
12/26/23
10+00
FF 357.37
FS 357.24
FF 357.73
FS 357.60
FF 357.32
FS 357.19
FF 357.75
FS 357.62
FF 356.92
FS 356.79
FF 357.34
FS 357.21
FF 356.91
FS 356.78
FF 357.36
FS 357.23
FF 356.75FS 356.62
FF 357.38
FS 357.25
5' OX-LIMITS
(TYP.)
20'10' 10' 25'10' 10' 20' 17.7' 17.8' 20'356.0355.5355.5
355.0
355.0356.0356.5355.5356.5357.0355.5DYH
W8W8W8W8W8W8W8W8D18D18D18D12D12D12D120.31%0.31%0.25%0.25%0.50%0.28%0.25%0.04%0.06%0.31%0.31%0.20%0.39%0.30%0.97%0.25%1.34%0.23%2.94%3.72%0.31%3.24%1.28%5.89%
6.00%
2.11%
2.11%
6.72%
6.82%
2.39%
4.69%
2.63%
3.64%
3.42%
4.88% 5.98%2.15%5.22%0.21%0.40% 356.45 355.93
355.93
355.86 356.33
356.33
357.30
357.09
356.61
356.78
356.78
FF 357.64
FS 357.51 FS (356.50)
FS (356.28)
FF 356.48
FS 356.35
FF 357.08
FS 356.95
FF 357.64
FS 357.51
FS (356.54)
356.92
GB
356.91
GB
356.44
GB
356.75
GB
TG 356.61 TG 356.16
TG 355.76
355.88
GB
355.97
GB
FS (356.42)
357.03
356.98
356.57
356.51
356.55
355.95
356.29
357.01
357.00
356.49
356.17
3
2
19
18 21
17
22
20
23
15
16 VANNO PARKINGNOPARKINGWATER FEATURE
±1,200 S.F.
WV
S S15 S15 S15 S15 S15 S15 S15
G G G G G G G G G G
//W12 W12 W12 W12
W1
2
FS 356.57
FS 356.54
FF 358.18
FS 358.05
FF 357.79
FS 357.66
FF 357.65FS 357.52
FF 357.80
FS 357.67
357.45
GB
357.45
GB
60.3'4.5' 57.9'17.8'20'
6.8'
7.5'
9'25.9'LS
LS
FS 357.90
5'
12.7' 5' 9'
10
(TYP.)
5'
3'
8.3'
1
9'
8'
9'
5'30'
1
9
8
LS
LS
3
2
6
1.8%
MAX
1.8%MAX1.8%
MAX
1.8%
MAX
2
1
9' TYP.
20'
LS
LS
1
3'
5
20'12.3' 20.9'
BERKSHIRE RD (SEE STREET PLAN)356.0355.5355.
0
35
4
.
5 355.0355.5356.0356.0355.5355.0354.5354.0355.0
6
7
FF 357.90
1.8% MAX
W2W2W2W2 DYH
W8W8W8W8W8W8W8W8S4S4D12D12D12D12D1237.3'
26'7.5'24' 5'
30.2'
11.5'
FF 357.90 0.31%0.50%0.31%0.06%0.26%0.26%4.88%0.49%1.61%0.39%1.17%1.40%2.13%0.23%0.31%1.98%1.61%0.26%
3.44%
6.00%6.00%
4.56%
0.49%0.26%
2.87%
4.95%
2.54%
1.91%1.44%
2.24%1.87%1.93%
2.10%
1.47%1.09%
1.50% 0.34%1.48%
1.11%
0.82%
0.26%
FS 357.17
GB 357.05 356.93
GB 357.80
TC 358.54FS 358.04 TC 358.43
FS 357.93
TC 358.45
FS 357.95
TC 358.35
FS 357.85
TC 358.85
FS 358.35
TC 358.85
FS 358.35
357.30
GB
TC 357.95
FS 357.45
GB
TC 358.00
FS 357.50
GB
357.57
357.62
TC 358.16
FS 357.66
TC 358.40
FS 357.90 TC 358.28
FS 357.78
TC 358.23
FS 357.73
TC 358.40
FS 357.90
TC 358.40
FS 357.90 TC 358.17
FS 357.67
TC 358.17
FS 357.67
TC 358.40
FS 357.90
TC 357.99
FS 357.49
TC 358.00
FS 357.50
TC 358.55
FS 358.05
TC 357.78
FS 357.28
TC 357.63
FS 357.13
TC 358.24
FS 357.74
TC 358.27
FS 357.77
TC 358.26
FS 357.76
FS 357.76
TC 358.11
FS 357.61
TC 357.19
FS 356.69
TC 357.31
FS 356.81
TC 357.56
FS 357.06
TC 357.56
FS 357.06 TC 357.24
FS 356.74
TC 356.89
FS 356.39
TC 356.89
FS 356.39TC 356.65
FS 356.15
TC 356.56
FS 356.06
TC 356.57
FS 356.07 TC 356.85
FS 356.35
TC 357.50
FS 357.00
TC 357.19
FS 356.69
TC 357.07
FS 356.57
TC 356.65
FS 356.15
FS 356.07TC 357.20
FS 356.70
TC 357.32
FS 356.82
FS (354.73)
FS 357.58
FS 357.58
FS (354.79)
FF 358.18
FS 358.05
FF 357.80
FS 357.67
356.92
FS (354.38)
FS (353.86)
TC 357.61
FS 357.11
TC 357.49
FS 356.99
TC 357.13
FS 356.63
TC 357.13
FS 356.63
TC 357.19
FS 356.69
FS (354.20)
357.91
356.85
357.42
357.17
TC 356.40
355.90
GB
TC 357.26
356.76
MATCH
2
18 21 17
1
TG 355.88
1
CONSTRUCTION NOTES
CONSTRUCT 6" CURB PER DETAIL 1.
CONSTRUCT 4" THICK PORTLAND CEMENT CONCRETE SIDEWALK WITH 6x6/10x10
WWM OVER 6" OF NATIVE SOIL COMPACTED TO 90% RELATIVE COMPACTION PER
ASTM D1557 . INSTALL TOOLED CONSTRUCTION JOINTS @ 5' O.C. EACH WAY WITH
EXPANSION JOINTS @ 20' O.C. CONTRACTOR SHALL FINISH THE CONCRETE SURFACE
WITH A MEDIUM BROOM FINISH PERPENDICULAR TO THE DIRECTION OF TRAVEL.
CONSTRUCT PARALLEL CURB RAMP PER DETAIL 2.
PAINT 4" WHITE STRIPE.
CONSTRUCT CMU WALL. SEE WALL PLAN.
CONSTRUCT 6' CMU WALL PER KCDS R-77. SEE ARCHITECTURAL PLANS FOR ADD'L
WALL DETAILS.
WALL BETWEEN BUILDINGS. SEE ARCHITECTURAL PLANS.
INSTALL ADA SIGN PER DETAIL 3.
PAINT ADA SYMBOL PER DETAIL 4.
INSTALL PARKING BUMPER PER ARCHITECTURAL PLANS.
CONSTRUCT SUMP PER C.O.B. STD D-9.
CONSTRUCT DRAINAGE BASIN OUTLET STRUCTURE AND RIPRAP PER C.O.B. STD D-10.
CONSTRUCT CHAIN-LINK FENCE PER C.O.B. STD D-12.
CONSTRUCT CHAIN-LINK GATE PER C.O.B. STD D-13.
*SEE DETAILS ON SHEET C-2.5 AND STANDARDS ON SHEET 2.7.
2
7
8
9
3
4
5
10
11
6
12
13
14 DYH
G
SD
S
W
LEGEND
PROPOSED CURB INLET (SEE STREET PLAN)
PROPOSED FIRE HYDRANT (SEE UTILITY PLAN)
PROPOSED MANHOLE (SEE SEWER & STREET PLAN)
PROPOSED STREET LIGHT (SEE STREET PLAN)
PROPOSED STREET SIGN (SEE STREET PLAN)
PROPOSED WATER METER (SEE UTILITY PLAN)
BUILDING NUMBER
W
BOUNDARY/PROPERTY LINE
EXISTING OVERHEAD ELECTRIC LINE
EXISTING CONTOUR
EXISTING GAS
EXISTING STORM DRAIN
EXISTING SEWER
EXISTING WATER
NEW WATER (SEE UTILITY PLAN)
NEW SANITARY SEWER (SEE UTILITY PLAN)
NEW STORM DRAIN
RIGHT-OF-WAY
281
OHE
W8
S8
D12
℄ CENTERLINE
FF FINISHED FLOOR
FLOWLINE
FS FINISHED SURFACE
GB GRADE BREAK
LP LOW POINT
ROW RIGHT-OF-WAY
TC TOP OF CURB
TG TOP OF GRATE
1
0'
GRAPHIC SCALE
( IN FEET )
20' 20'10' 10'
1 inch = 20 ft.
0'
F
C-2.5
MATCH LINE
SEE SHEET C-2.2
MATCH LINE
SEE RIGHT
MATCH LINE - SEE LEFT
LEGEND (HATCH)
4" P.C.C. OVER 6" NATIVE SOIL
5" P.C.C. OVER 6" NATIVE SOIL
TRASH ENCLOSURE - SEE
ARCHITECTURAL PLANS
1
TRACT 7433
(PER SEPARATE PERMIT)
TRACT 7433
(PER SEPARATE PERMIT)
E
C-2.5 SCALESHEET DESCRIPTION:REV.CAD FILE:DATEREV.DESCRIPTIONREVISIONSBYDRAFTER:Date SHT.OFCHECKED BY:DESIGNED BY:PROJECT MANAGER:PROJECT NUMBER:ENGINEERING, INC.6205 District Blvd.Bakersfield, CA. 93313REGISTERED PROFESSIONAL E NGIN E ER
S TATE OF CALIFORNIAGREGORY O'NEAL BLACKC-53952VICLICITY RECORDS NO.DERREL'S MINI STORAGE #83CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIAGRADING AND DRAINAGE PLANGRADING PERMIT #23-4000037AS SHOWN6.9-483 10/09/202340849MASGOBMAS10/09/2023----40849_BERKSHIRE_DMS GRADING PLANKCJAGENCY REVIEWISSUED FORKERN ISLAND CANALSOUTH H STREETKERN ISLAND CANALEASTERN BOUNDARY OF KERN
ISLAND CANAL EASEMENT
TRACT 7433
(PER SEPARATE PERMIT)
F
C-2.5E
C-2.5
ROW
PEDESTRIAN WALKWAY EASEMET
PER PARCEL MAP TO BE RECORDED.CANAL ACCESS
TO REMAIN
20' WIDE EMERGENCY
ACCESS GATE WITH KNOX
BOX PER BFD APPROVAL;
FINAL APPROVAL REQUIRED
PRIOR TO INSTALLATION.
23-40000037
12/26/23
9"
20' 10'10'
KERN ISLAND CANAL
(NOT PART OF PERMIT)
6% MAX2% MIN 6% MAX
2% MIN
⅊
1.5"
1.5"1.5"
1.5"
6" MIN
ROOFDRAINAGE
FINISHED FLOOR
FINISHED FLOOR
EASTERN BOUNDARY OF KERN ISLAND CANAL EASEMENT
FINISHED
SURFACE
FINISHED
SURFACE
10' 10'30'
⅊
TRACT 7322
(PER SEPARATE PERMIT)
9"
6% MA
X
2% MIN6% MAX2% MIN
1.5"
1.5"6" MIN
SUMP
SEE SHEET C-2.0
ROOF
DRAINAGE
FINISHEDFLOOR
FINISHEDSURFACE
9" 20' 10'10'
KERN ISLAND CANAL
(NOT PART OF PERMIT)
6% MAX2% MIN
6% MAX
2% MIN
ROOFDRAINAGE
1.5"
1.5"1.5"
1.5"6" MIN
⅊
FINISHED FLOOR FINISHED FLOOR
EASTERN BOUNDARY OF KERN ISLAND CANAL EASEMENT
FINISHEDSURFACE FINISHEDSURFACE
17.75' 17.75'20' 9"
⅊
TRACT 7433
(PER SEPARATE PERMIT)
6% MAX
2% MIN
6% MAX2% MIN
ROOF
DRAINAGE
1.5"1.5"6" MIN
1.5"
1.5"
FINISHEDFLOOR
FINISHED FLOOR OFTRACT 7433
(PER SEPARATE PERMIT)
FINISHED FLOOR FINISHEDSURFACE FINISHEDSURFACE
Scale: N.T.S.
6" CURB1
2% MAX.
12"
-INSTALL 1/2" EXPANSION JOINT @ 20' o.c.
-WEAKENED PLANE JOINTS @ 5' o.c.
-JOINTS IN ADJACENT SIDEWALKS SHALL MATCH
PAVEMENT
SECTION PER
PLAN
COMPACTED NATIVE PER
SOILS REPORT
SIDEWALK (SHOWN) OR
LANDSCAPING 6"112"
6"
6" CONCRETE CURB
R=12"
30' 21.7' 20'1.5"
1.5"6"MIN
6% MAX
2% MIN
6% MAX2% MIN
⅊
1.5"
1.5"9"
ARVIN-EDISON CANAL
(NOT PART OF PERMIT)
ROOFDRAINAGE
FINISHEDFLOOR
FINISHEDFLOOR
FINISHED
SURFACE FINISHEDSURFACE
2% MIN
⅊
9"
6"
Scale: 1":1'
TYP. CROSS-SECTION @ D
5' MINDERREL'S MINI STORAGETRACT 7433FINISHED FLOOR OF STORAGE
BUILDING
STORAGE BUILDING WALL
FINISHED SURFACE
Scale: N.T.S.
ACCESSIBLE RAMP-DOUBLE PARALLEL2 2%MAX6" HIGH CURB6" HIGH CURB 6.7' MIN.
TRANSITION
6.7' MIN.
TRANSITION
4' MIN.
0" CURB
7.5% MAX 7.5% MAX
0" CURB 0" CURB6" CURB6" CURB
2% MAX. IN ANY DIRECTION AT TOP
LANDINGS (TYP); THE LANDING CLEAR
LENGTH SHALL BE 48" MIN. THE
LANDING CLEAR WIDTH SHALL BE AT
LEAST AS WIDE AS THE CURB RAMP,
EXCLUDING ANY FLARED SIDES. BASE OF RAMP SHALL
HAVE A MIN. 36" SECTION
OF TRUNCATED DOMES PERDETAIL ON THIS SHEET
4' MIN.SEE PLANScale: NT.S.
ACCESSIBLE PARKING SIGN3
MINIMUM FINE
$250.00
VAN
ACCESSIBLE
LOCATE VAN SIGN BELOW STANDARD SIGN
STATING "VAN ACCESSIBLE"
(WHERE OCCURS, SEE PLAN)
70 SQ. IN.
REFLECTORIZED PROCELAIN SIGN
WHITE FIGURE AS SHOWN, BLUE
BACKGROUND COLOR 15090PER FS 595B
6'-8" MIN.2'-0" MIN.2'-6" MIN.2"Ø GALV. STEEL STD. PIPE
8"Ø CONCRETE FOOTING
ADJACENT GRADE
Scale: N.T.S.
ACCESSIBLE SYMBOL4
WHITE PAINTED SYMBOL
BLUE PAINTED BACKGROUNDCOLOR 15090 PER FS 595B
NOTE: THE SIGN IS TO BE CENTERED AT
THE INTERIOR END OF PARKING STALLR212"2" TYP.3"2'-612"212"R8"7"3"4"11"2"TYP.3'
512"
4"
4"
1"
6"
3"
1"
512"
10' 10' 30'
⅊
6% MAX
2% MIN6% MAX2% MIN
1.5"
1.5"6" MIN
ROOF
DRAINAGE
⅊
1.5"
1.5"
9"
TRACT 7322
(PER SEPARATE PERMIT)
FINISHED
FLOOR
FINISHED
SURFACE
FINISHED FLOOR
FINISHED
SURFACE
HORIZ: 1"=10'
TYP. CROSS-SECTION @ A
VERT: 1"=2'
⅊
HORIZ: 1"=10'
TYP. CROSS-SECTION @ C
VERT: 1"=2'
⅊
HORIZ: 1"=10'
TYP. CROSS-SECTION @ E
VERT: 1"=2'
⅊
HORIZ: 1"=10'
TYP. CROSS-SECTION @ F
VERT: 1"=2'
⅊
HORIZ: 1"=10'
TYP. CROSS-SECTION @ B
VERT: 1"=2'
⅊⅊SCALESHEET DESCRIPTION:REV.CAD FILE:DATEREV.DESCRIPTIONREVISIONSBYDRAFTER:Date SHT.OFCHECKED BY:DESIGNED BY:PROJECT MANAGER:PROJECT NUMBER:ENGINEERING, INC.6205 District Blvd.Bakersfield, CA. 93313REGISTERED PROFESSIONAL E NGIN E ER
S TATE OF CALIFORNIAGREGORY O'NEAL BLACKC-53952VICLICITY RECORDS NO.DERREL'S MINI STORAGE #83CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIAGRADING AND DRAINAGE PLANGRADING PERMIT #23-4000037AS SHOWN6.9-483 10/09/202340849MASGOBMAS10/09/2023----40849_BERKSHIRE_DMS GRADING PLANKCJAGENCY REVIEWISSUED FORHORIZ: 1"=10'
TYP. CROSS-SECTION @ G
VERT: 1"=2'
⅊
NOTE:
ALL DRAINAGE WILL BE RETAINED ONSITE AND THERE WILL BE NO CROSS LOT DRAINAGE
ONTO THE ADJACENT PROPERTIES OR THE CANAL.
23-40000037
12/26/23
SCALESHEET DESCRIPTION:REV.CAD FILE:DATEREV.DESCRIPTIONREVISIONSBYDRAFTER:Date SHT.OFCHECKED BY:DESIGNED BY:PROJECT MANAGER:PROJECT NUMBER:ENGINEERING, INC.6205 District Blvd.Bakersfield, CA. 93313REGISTERED PROFESSIONAL E NGIN E ER
S TATE OF CALIFORNIAGREGORY O'NEAL BLACKC-53952VICLICITY RECORDS NO.DERREL'S MINI STORAGE #83CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIAGRADING AND DRAINAGE PLANGRADING PERMIT #23-4000037AS SHOWN6.9-483 10/09/202340849MASGOBMAS10/09/2023----40849_BERKSHIRE_DMS GRADING PLANKCJAGENCY REVIEWISSUED FOR23-40000037
12/26/23
VANNO PARKINGNOPARKING2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
WV FL355.12 FL/BCR
354.96
FL355.0
0
FL
35
5
.
0
0
W8
S15 S15 S15
G G G G G G G G G G
W12PBPBPBPB
℄ BERKSHIRE RD
8 9
25 27
29 31
33 35 37
39 41 43 44 45 46 48
38 40 42
14 13 12
10
11
3
2
19
18 21
17
22
20 23
15
16
1
7
6
5
4
W8 W8 W8
D24 D24
S8S8S8 S8
S8D24D24W8W8W8S8 S8
W8 W8 W8DYH DYH
DYH DYH
DYHDYH DYH DYH
DY HDYH
W8W8W8W8W8W8W8W8W8 W8
W8W8W8W8 W8 W8
W8D18D18
D12D12TRACT 7433
(NOT A PART)
24 26 28 30 32 34 36
44 45 46 47
0'
GRAPHIC SCALE
( IN FEET )
60' 60'30' 30'
1 inch = 60 ft.SCALESHEET DESCRIPTION:REV.CAD FILE:DATEREV.DESCRIPTIONREVISIONSBYDRAFTER:Date SHT.OFCHECKED BY:DESIGNED BY:PROJECT MANAGER:PROJECT NUMBER:ENGINEERING, INC.6205 District Blvd.Bakersfield, CA. 93313REGISTERED PROFESSIONAL E NGIN E ER
S TATE OF CALIFORNIAGREGORY O'NEAL BLACKC-53952VICLICITY RECORDS NO.DERREL'S MINI STORAGE #83CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIAGRADING AND DRAINAGE PLANGRADING PERMIT #23-4000037AS SHOWN6.9-483 10/09/202340849MASGOBMAS10/09/2023----40849_BERKSHIRE_DMS GRADING PLANKCJAGENCY REVIEWISSUED FOREROSION CONTROL NOTES
1. IN CASE OF EMERGENCY, CALL ERIK HAROLDSEN (559) 352-8653.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE
AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY
MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT
CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF
TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
3. EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED
WITHOUT THE APPROVAL OF THE BUILDING OFFICIAL.
4. ALL REMOVABLE EROSION PROTECTIVE DEVICES SHALL BE IN PLACE AT
THE END OF EACH WORKING DAY WHEN THE 5-DAY RAIN PROBABILITY
FORECAST EXCEEDS 40%.
5. AFTER A RAINSTORM ALL SILT AND DEBRIS SHALL BE REMOVED FROM
STREETS, CHECK BERMS AND BASINS.
6. GRADED AREAS ON THE PERMITTED AREA PERIMETER MUST DRAIN
AWAY FROM THE FACE OF SLOPES AT THE CONCLUSION OF EACH
WORKING DAY. DRAINAGE TO BE DIRECTED TOWARD DE-SILTING
FACILITIES.
7. THE PERMITTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL
TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO
AREAS WHERE IMPOUNDED WATER CREATED A HAZARDOUS
CONDITION.
8. THE UNDERSIGNED CIVIL ENGINEER SHALL INSPECT THE EROSION
CONTROL WORK AND ENSURE THAT THE WORK IS IN ACCORDANCE
WITH THE APPROVED PLANS.
EROSION LEGEND
INSTALL FILTER FABRIC INLET PROTECTION OVER INLETS IN
ACCORDANCE WITH BMP SE-10, SEE BMP "A" ON SHEET C4.
CONSTRUCT MATERIALS STORAGE AREA IN ACCORDANCE WITH BMP FACTS
SHEET WM-1, SEE BMP "E" ON SHEET C4.
STABILIZED CONSTRUCTION ENTRY/EXIT POINT IN ACCORDANCE WITH BMP
FACTS SHEET TC-1, SEE BMP "C" ON SHEET C4.
CONSTRUCT CONCRETE WASH OUT AREA. SEE BMP "F" ON SHEET C4.
CONSTRUCT SANITARY WASTE MANAGEMENT AREA IN ACCORDANCE WITH
BMP FACTS SHEET WM-9.
CONSTRUCT SILT FENCE IN ACCORDANCE WITH BMP FACTS
SHEET SE-1. SEE BMP "H" ON SHEET C4. FIBER ROLLS PER SE5 MAY BE USED
ALTERNATIVELY.
CURRENT DIRECTION OF STORMWATER FLOW
CONSTRUCT VEHICLE/EQUIPMENT REFUELING AREA IN ACCORDANCE WITH
BMP FACTS SHEET NS-9, SEE BMP "G" ON SHEET C4.
DESILTING/RETENTION BASIN IN ACCORDANCE WITH BMP FACTS SHEET SE-2.
CONSTRUCT VEHICLE/EQUIPMENT MAINTENANCE AREA IN ACCORDANCE
WITH BMP FACTS SHEET NS-10, SEE BMP "B" ON SHEET C4.
SE1
SE2
SE10
TC1
WM1
WM8
WM9
NS-9
NS-10
SPEED LIMIT SIGN: 15 MPHA
INSTALL FIBER ROLL IN ACCORDANCE WITH BMP FACTS SHEET SE-5. SEE BMP
"I" ON SHEET C4. SILT FENCE PER SE1 MAY BE USED ALTERNATIVELY.SE5
NS9
NS10
WM1
WM8
WM9
SE1
A
SE1
SE1
TC1
SE1
TRACT 7322
(NOT A PART)
SE2
SE10
SE10
SE10
23-40000037
12/26/23
SCALESHEET DESCRIPTION:REV.CAD FILE:DATEREV.DESCRIPTIONREVISIONSBYDRAFTER:Date SHT.OFCHECKED BY:DESIGNED BY:PROJECT MANAGER:PROJECT NUMBER:ENGINEERING, INC.6205 District Blvd.Bakersfield, CA. 93313REGISTERED PROFESSIONAL E NGIN E ER
S TATE OF CALIFORNIAGREGORY O'NEAL BLACKC-53952VICLICITY RECORDS NO.DERREL'S MINI STORAGE #83CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIAGRADING AND DRAINAGE PLANGRADING PERMIT #23-4000037AS SHOWN6.9-483 10/09/202340849MASGOBMAS10/09/2023----40849_BERKSHIRE_DMS GRADING PLANKCJAGENCY REVIEWISSUED FOR1. Fueling shall be performed in a designated area, away from drainage courses.
2. Absorbent cleanup material shall be on site and used immediately in the event of a spill.
Notes :
Bermed Containment Area
Impervious
Surface/Lining
SANDBAGS/GRAVEL BAGS
PLACED TIGHTLY TOGETHER
ALL AROUND MATERIAL
1. Dirt and other construction related materials placed in the street or on other impervious surfaces must be contained with
sandbags or other measures to prevent transport to the stormdrain system.
2.Any construction material stored or stockpiled on-site shall be protected from being transported by the force of wind or
water.
1. Soil/Slope stabilization practices shall be designed to preserve existing vegetation where feasible and to revegetate open
areas as soon as feasible after grading. These control practices shall include temporary seeding, permanent seeding, mulching,
sod stabilization, vegetative buffer strips, protection of trees, or other soil stabilization practices.
2. Soil stabilization shall be implemented onall inactive disturbed areas from November 1 thru April 15 and onall disturbed
areas during a rain event or potential rain.
3. Stabilization practices shall control/prevent erosion from the forces of wind and water.
4. Stabilization practices shall be implemented in conjunction with sediment trapping/filtering practices and practices to reduce
the tracking of sediment onto paved roads.
5. When using straw mulching, the minimum application shall be 2 tons/acre. Mulch must be anchored immediately to minimize
loss by wind or water.
6. When using hydroseeding/mulching, the minimum application of wood fiber shall be 1,500 lbs/acre, that does not contain
more than 50 percent newsprint.
7. For seeding recommendations, contact: USDA, Natural Resources Conservation Service at 5000 California Avenue, Bakersfield,
CA 93309-0725. Phone: (661) 336-0967.
Notes:
10.
Notes:
Stockpiled Material
BEST MANAGEMENT PRACTICES (BMP's)
a. Identify potential pollutant sources and include the design and placement of BMP's to effectively prohibit the
entry of pollutants from the construction site into and onto the street and storm drain system during
construction.
b. Be kept on site and amended to reflect changing conditions throughout the coarse of construction.
c. Be kept up to date. Any additional updates requested by agency representative are to be made immediately.
6.
7.
9.
8.
4.
5.
2.
3.
1.
General Notes
1. Excess and waste concrete shall not be washed into the street or into a drainage system.
2. For washout of concrete and mortar products, a designated containment facility of sufficient capacity to retain liquid and
solid waste shall be provided on site.
3. Slurry from concrete and asphalt saw cutting shall be vacuumed or contained, dried, picked up and disposed of properly.
Absorbent Cleanup
Material
Notes:
CONCRETE
WASHOUT
AREA
Bermed Containment
Area
Notes:
Containment Area
1. Leaking vehicles and equipment shall not be allowed on-site. Equipment and vehicles shall be inspected frequently for
leaks and shall be repaired immediately. Clean up spills and leaks promptly with absorbent materials; do not flush with
water.
2. Vehicles and equipment shall be maintained, and repaired on-site only in designated areas. Prevent run-on and run-off
from designated areas. Containment devices shall be provided and areas shall be covered if necessary.
3. Designate on-site vehicle and equipment maintenance areas, away from storm drain inlets and watercourses.
4. Always use secondary containment, such as a drain pan or drop cloth, to catch spills and leaks when removing or changing
fluids.
5. Legally dispose of used oils, fluids, and lubricants.
6. Provide spill containment dikes or secondary containment around stored oil, fuel, and chemical drums.
7. Maintain an adequate supply of absorbent spill cleanup materials in designated area.
Notes:
USEDANTI-FREEZE
Absorbent
Cleanup
Material
USED
OIL
1. Sediments and other materials shall not be tracked from the site by vehicle traffic. The construction entrance roadways
shall be stabilized so as to prevent sediments from being deposited into the public roads. Depositions must be swept up
immediately and may not be washed down by rain or other means into the storm drain system.
2. Stabilized construction entrance shall be:
2.a. Located at any point where traffic will be entering or leaving a construction site to or from a public right of way,
street, alley, and sidewalk or parking area.
2.b. A series of steel plates with "rumble strips", and/or min 4" coarse aggregate with length, width & thickness as
needed to adequatly prevent any tracking onto paved surfaces.
3. Adding a wash rack with a sediment trap large enough to collect all wash water can greatly improve efficiency.
4. All vehicles accessing the construction site shall utilize the stabilized construction entrance sites.
1. Remove all sediment deposited on paved roadways immediately.
2. Sweep paved areas that receive construction traffic whenever sediment becomes visible.
3. Pavement washing with water is prohibited if it results in a discharge to the storm drain system.HARD SURFACEPUBLIC ROADA series of Steel Plates (3 or more)with
Rumble Strips or min 4" coarse aggregate.
Length as needed
to prevent tracking
26'
24'
22'
Turn last 6' of
fence up-slope
Maximum
width=500'
Maximum tributary
area .25 acre/100ft
of fence.100'Maximum
slope length
Silt fence constructed
along level contour
Filter fabric
2"X2" wooden
post @ 10'
o.c.(max)
6" min.18"
6"
min.
Compacted
backfill
Silt fence
Filter fabric
Flow
1. Construct the silt fence along a level contour.
2. Silt fences shall remain in place until the disturbed area is permanently stabilized.
3. Provide sufficient room for runoff to pond behind the fence and allow sediment removal equipment to pass between the
silt fence and toe of slope or other obstructions. About 1200 sq. ft. of ponding area shall be provided for every acre
draining to the fence.
4. Turn the ends of the filter fence uphill to prevent stormwater from flowing around the fence.
5. Leave an undisturbed or stabilized area immediately downslope from the fence.
6. Do not place in live stream or intermittently flowing channels.
7. When standard filter fabric is used, a wire mesh support fence shall be fastened securely to the upslope side of the posts
using heavy-duty (0.6 inch) wire staples at least 1.75 inches long, tie wires or hog rings.
8. Filter fabric shall be woven polypropylene geotextile with a minimum width of 36 inches and a minimum tensile strength
of 100 lb force.
9. Wood stakes shall be commercial quality lumber no less than 2 inch by 2 inch. Wood stakes shall be driven to a depth of
no less than 18 inches from surface.
Notes:
Typical contours(used for illustrationpurposes only)
All construction activity shall be performed in accordance with a Stormwater Pollution Prevention Plan (SWPPP) developed
and implemented in compliance with requirements of the Kern County Stormwater Management Program, National Pollution
Discharge Elimination System (NPDES) Permit.
Best Management Practices (BMP's) contained herein reflect minimum requirements. Alternate methods providing equal or
greater protection may be utilized. For additional BMP's refer to California Stormwater BMP Handbooks, available at
WWW.CABMPHANDBOOKS.COM.
The SWPPP shall:
Non-Stormwater discharges are prohibited from entering any storm drain system and/or street.
Discharges of pumped ground water require a discharge permit from the State of California Regional Water Quality Control
Board (RWQCB).
Pollutants shall be removed from stormwater discharges to the Maximum Extent Practicable (MEP) through design &
implementation of the SWPPP.
A standby crew for emergency work shall be available at all times during the rainy season (Nov. 1 to Apr. 15). Necessary
materials shall be available on site and stockpiled at convenient locations to facilitate rapid construction of emergency
devices when rain is imminent.
Portable sanitary facilities shall be located on relatively level ground away from traffic areas, drainage courses, and storm
drain inlets.
Employees, subcontractors and suppliers shall be educated on all BMP's including concrete waste storage and disposal
procedures.
Sediment control practices shall effectively prevent a net increase of sediment load in stormwater discharge.
B EQUIPMENT MAINTENANCE AREAS C STABILIZED CONSTRUCTION ENTRANCE
D EROSION CONTROL E MATERIAL STORAGE
F CONCRETE WASTE MANAGEMENT G VEHICLE / EQUIPMENT FUELING
H SILT FENCE
FUEL
1. Place along the toe, top, face, and at grade breaks of exposed and erodible slopes.
2. Place on the down-slope of exposed soil areas.
3. Place around temporary stockpiles.
4. Place along the perimeter of a project.
5. Slopes greater than 1:5 may require the use of 20 inch diameter fiber rolls at the top of slopes.
6. Fiber rolls shall be either prefabricated or rolled tubes of erosion control blankets with a minimum 8 inch diameter.
7. Slopes 1:4 or flatter require fiber rolls to be placed no more than 20 feet apart.
8. Slopes 1:4 to 1:2 require fiber rolls to be placed no more than 15 feet apart.
9. Slopes 1:2 or greater require fiber rolls to be placed no more than 10 feet apart.
10. Fiber rolls shall be placed in a 2 to 4 inch deep trench.
11. Wooden commercial grade stakes, 34" X34", shall be used to secure the fiber roll to the ground surface. Stakes shall be a
minimum length of 24 inches and driven a minimum of 12 inches.
12. A single-stake installation requires the stakes to be placed no more than 2 feet apart.
13. If more than one fiber roll is placed in a row, the rolls shall be overlapped, not abutted, a minimum of 1 foot.
Notes :
Fiber rolls
N.T.S.
TYPICAL FIBER ROLL INSTALLATION
ENTRENCHMENT DETAIL
N.T.S.12"min2"-4"
34"x 34" wood stakes
max 4 ft spacing
Fiber roll 8" min
Vertical spacing measured along
the face of the slope varies
between 10 ft and 20 ft 4 ft max 4 ft max
Note: Install fiber roll along a
level contour.
Install a fiber roll near
slope where it
transitions into a
steeper slope
Slope varies
4 ft max 4 ft max
I FIBER ROLL
1. Catch Basin/Inlet protection shall be installed wherever there is a potential of stormwater or non-stormwater being discharged into
it.
2. Inlet protection is required along with other pollution prevention measures such as; erosion control, soil stabilization, and measures
to prevent tracking onto paved surfaces.
3. Modify inlet protection as needed to avoid creating traffic hazards.
4. Include inlet protection measures at hillside v-ditches and misc. drainage swales.
5. Inlet protection shall be inspected and accumulated sediments removed. Sediment shall be disposed of properly and in a manner
that assures that the sediment does not enter the storm drain system
6. Damaged bags shall be replaced immediately.
7. Additional sandbag sediment traps shall be placed at intervals as indicated on site plan.
A
Notes:
CATCH BASIN / INLET PROTECTION
Sandbags/Gravel bags to
overlap onto curb Catch Basin
Back of sidewalk
Back of curbCurb Inlet
Spillway *
Direction
of flow
Plan
* Spillway elevation shall
match top of curb
Sandbags/Gravel bags
stacked tightly
Sidewalk
Curb inlet
Spillway
D =
H =
L =
12"
8" Min.
36" Max.
L
Catch Basin
Section
D D
D
H
23-40000037
12/26/23
SCALESHEET DESCRIPTION:REV.CAD FILE:DATEREV.DESCRIPTIONREVISIONSBYDRAFTER:Date SHT.OFCHECKED BY:DESIGNED BY:PROJECT MANAGER:PROJECT NUMBER:ENGINEERING, INC.6205 District Blvd.Bakersfield, CA. 93313REGISTERED PROFESSIONAL E NGIN E ER
S TATE OF CALIFORNIAGREGORY O'NEAL BLACKC-53952VICLICITY RECORDS NO.DERREL'S MINI STORAGE #83CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIAGRADING AND DRAINAGE PLANGRADING PERMIT #23-4000037AS SHOWN6.9-483 08/14/202340849MASGOBMAS08/14/2023----40849_BERKSHIRE_DMS GRADING PLANKCJAGENCY REVIEWISSUED FOR1. Fueling shall be performed in a designated area, away from drainage courses.
2. Absorbent cleanup material shall be on site and used immediately in the event of a spill.
Notes :
Bermed Containment Area
Impervious
Surface/Lining
SANDBAGS/GRAVEL BAGS
PLACED TIGHTLY TOGETHER
ALL AROUND MATERIAL
1. Dirt and other construction related materials placed in the street or on other impervious surfaces must be contained with
sandbags or other measures to prevent transport to the stormdrain system.
2.Any construction material stored or stockpiled on-site shall be protected from being transported by the force of wind or
water.
1. Soil/Slope stabilization practices shall be designed to preserve existing vegetation where feasible and to revegetate open
areas as soon as feasible after grading. These control practices shall include temporary seeding, permanent seeding, mulching,
sod stabilization, vegetative buffer strips, protection of trees, or other soil stabilization practices.
2. Soil stabilization shall be implemented onall inactive disturbed areas from November 1 thru April 15 and onall disturbed
areas during a rain event or potential rain.
3. Stabilization practices shall control/prevent erosion from the forces of wind and water.
4. Stabilization practices shall be implemented in conjunction with sediment trapping/filtering practices and practices to reduce
the tracking of sediment onto paved roads.
5. When using straw mulching, the minimum application shall be 2 tons/acre. Mulch must be anchored immediately to minimize
loss by wind or water.
6. When using hydroseeding/mulching, the minimum application of wood fiber shall be 1,500 lbs/acre, that does not contain
more than 50 percent newsprint.
7. For seeding recommendations, contact: USDA, Natural Resources Conservation Service at 5000 California Avenue, Bakersfield,
CA 93309-0725. Phone: (661) 336-0967.
Notes:
10.
Notes:
Stockpiled Material
BEST MANAGEMENT PRACTICES (BMP's)
a. Identify potential pollutant sources and include the design and placement of BMP's to effectively prohibit the
entry of pollutants from the construction site into and onto the street and storm drain system during
construction.
b. Be kept on site and amended to reflect changing conditions throughout the coarse of construction.
c. Be kept up to date. Any additional updates requested by agency representative are to be made immediately.
6.
7.
9.
8.
4.
5.
2.
3.
1.
General Notes
1. Excess and waste concrete shall not be washed into the street or into a drainage system.
2. For washout of concrete and mortar products, a designated containment facility of sufficient capacity to retain liquid and
solid waste shall be provided on site.
3. Slurry from concrete and asphalt saw cutting shall be vacuumed or contained, dried, picked up and disposed of properly.
Absorbent Cleanup
Material
Notes:
CONCRETE
WASHOUT
AREA
Bermed Containment
Area
Notes:
Containment Area
1. Leaking vehicles and equipment shall not be allowed on-site. Equipment and vehicles shall be inspected frequently for
leaks and shall be repaired immediately. Clean up spills and leaks promptly with absorbent materials; do not flush with
water.
2. Vehicles and equipment shall be maintained, and repaired on-site only in designated areas. Prevent run-on and run-off
from designated areas. Containment devices shall be provided and areas shall be covered if necessary.
3. Designate on-site vehicle and equipment maintenance areas, away from storm drain inlets and watercourses.
4. Always use secondary containment, such as a drain pan or drop cloth, to catch spills and leaks when removing or changing
fluids.
5. Legally dispose of used oils, fluids, and lubricants.
6. Provide spill containment dikes or secondary containment around stored oil, fuel, and chemical drums.
7. Maintain an adequate supply of absorbent spill cleanup materials in designated area.
Notes:
USEDANTI-FREEZE
Absorbent
Cleanup
Material
USED
OIL
1. Sediments and other materials shall not be tracked from the site by vehicle traffic. The construction entrance roadways
shall be stabilized so as to prevent sediments from being deposited into the public roads. Depositions must be swept up
immediately and may not be washed down by rain or other means into the storm drain system.
2. Stabilized construction entrance shall be:
2.a. Located at any point where traffic will be entering or leaving a construction site to or from a public right of way,
street, alley, and sidewalk or parking area.
2.b. A series of steel plates with "rumble strips", and/or min 4" coarse aggregate with length, width & thickness as
needed to adequatly prevent any tracking onto paved surfaces.
3. Adding a wash rack with a sediment trap large enough to collect all wash water can greatly improve efficiency.
4. All vehicles accessing the construction site shall utilize the stabilized construction entrance sites.
1. Remove all sediment deposited on paved roadways immediately.
2. Sweep paved areas that receive construction traffic whenever sediment becomes visible.
3. Pavement washing with water is prohibited if it results in a discharge to the storm drain system.HARD SURFACEPUBLIC ROADA series of Steel Plates (3 or more)with
Rumble Strips or min 4" coarse aggregate.
Length as needed
to prevent tracking
26'
24'
22'
Turn last 6' of
fence up-slope
Maximum
width=500'
Maximum tributary
area .25 acre/100ft
of fence.100'Maximum
slope length
Silt fence constructed
along level contour
Filter fabric
2"X2" wooden
post @ 10'
o.c.(max)
6" min.18"
6"
min.
Compacted
backfill
Silt fence
Filter fabric
Flow
1. Construct the silt fence along a level contour.
2. Silt fences shall remain in place until the disturbed area is permanently stabilized.
3. Provide sufficient room for runoff to pond behind the fence and allow sediment removal equipment to pass between the
silt fence and toe of slope or other obstructions. About 1200 sq. ft. of ponding area shall be provided for every acre
draining to the fence.
4. Turn the ends of the filter fence uphill to prevent stormwater from flowing around the fence.
5. Leave an undisturbed or stabilized area immediately downslope from the fence.
6. Do not place in live stream or intermittently flowing channels.
7. When standard filter fabric is used, a wire mesh support fence shall be fastened securely to the upslope side of the posts
using heavy-duty (0.6 inch) wire staples at least 1.75 inches long, tie wires or hog rings.
8. Filter fabric shall be woven polypropylene geotextile with a minimum width of 36 inches and a minimum tensile strength
of 100 lb force.
9. Wood stakes shall be commercial quality lumber no less than 2 inch by 2 inch. Wood stakes shall be driven to a depth of
no less than 18 inches from surface.
Notes:
Typical contours(used for illustrationpurposes only)
All construction activity shall be performed in accordance with a Stormwater Pollution Prevention Plan (SWPPP) developed
and implemented in compliance with requirements of the Kern County Stormwater Management Program, National Pollution
Discharge Elimination System (NPDES) Permit.
Best Management Practices (BMP's) contained herein reflect minimum requirements. Alternate methods providing equal or
greater protection may be utilized. For additional BMP's refer to California Stormwater BMP Handbooks, available at
WWW.CABMPHANDBOOKS.COM.
The SWPPP shall:
Non-Stormwater discharges are prohibited from entering any storm drain system and/or street.
Discharges of pumped ground water require a discharge permit from the State of California Regional Water Quality Control
Board (RWQCB).
Pollutants shall be removed from stormwater discharges to the Maximum Extent Practicable (MEP) through design &
implementation of the SWPPP.
A standby crew for emergency work shall be available at all times during the rainy season (Nov. 1 to Apr. 15). Necessary
materials shall be available on site and stockpiled at convenient locations to facilitate rapid construction of emergency
devices when rain is imminent.
Portable sanitary facilities shall be located on relatively level ground away from traffic areas, drainage courses, and storm
drain inlets.
Employees, subcontractors and suppliers shall be educated on all BMP's including concrete waste storage and disposal
procedures.
Sediment control practices shall effectively prevent a net increase of sediment load in stormwater discharge.
B EQUIPMENT MAINTENANCE AREAS C STABILIZED CONSTRUCTION ENTRANCE
D EROSION CONTROL E MATERIAL STORAGE
F CONCRETE WASTE MANAGEMENT G VEHICLE / EQUIPMENT FUELING
H SILT FENCE
FUEL
1. Place along the toe, top, face, and at grade breaks of exposed and erodible slopes.
2. Place on the down-slope of exposed soil areas.
3. Place around temporary stockpiles.
4. Place along the perimeter of a project.
5. Slopes greater than 1:5 may require the use of 20 inch diameter fiber rolls at the top of slopes.
6. Fiber rolls shall be either prefabricated or rolled tubes of erosion control blankets with a minimum 8 inch diameter.
7. Slopes 1:4 or flatter require fiber rolls to be placed no more than 20 feet apart.
8. Slopes 1:4 to 1:2 require fiber rolls to be placed no more than 15 feet apart.
9. Slopes 1:2 or greater require fiber rolls to be placed no more than 10 feet apart.
10. Fiber rolls shall be placed in a 2 to 4 inch deep trench.
11. Wooden commercial grade stakes, 34" X34", shall be used to secure the fiber roll to the ground surface. Stakes shall be a
minimum length of 24 inches and driven a minimum of 12 inches.
12. A single-stake installation requires the stakes to be placed no more than 2 feet apart.
13. If more than one fiber roll is placed in a row, the rolls shall be overlapped, not abutted, a minimum of 1 foot.
Notes :
Fiber rolls
N.T.S.
TYPICAL FIBER ROLL INSTALLATION
ENTRENCHMENT DETAIL
N.T.S.12"min2"-4"
34"x 34" wood stakes
max 4 ft spacing
Fiber roll 8" min
Vertical spacing measured along
the face of the slope varies
between 10 ft and 20 ft4 ft max 4 ft max
Note: Install fiber roll along a
level contour.
Install a fiber roll near
slope where it
transitions into a
steeper slope
Slope varies
4 ft max 4 ft max
I FIBER ROLL
1. Catch Basin/Inlet protection shall be installed wherever there is a potential of stormwater or non-stormwater being discharged into
it.
2. Inlet protection is required along with other pollution prevention measures such as; erosion control, soil stabilization, and measures
to prevent tracking onto paved surfaces.
3. Modify inlet protection as needed to avoid creating traffic hazards.
4. Include inlet protection measures at hillside v-ditches and misc. drainage swales.
5. Inlet protection shall be inspected and accumulated sediments removed. Sediment shall be disposed of properly and in a manner
that assures that the sediment does not enter the storm drain system
6. Damaged bags shall be replaced immediately.
7. Additional sandbag sediment traps shall be placed at intervals as indicated on site plan.
A
Notes:
CATCH BASIN / INLET PROTECTION
Sandbags/Gravel bags to
overlap onto curb Catch Basin
Back of sidewalk
Back of curbCurb Inlet
Spillway *
Direction
of flow
Plan
* Spillway elevation shall
match top of curb
Sandbags/Gravel bags
stacked tightly
Sidewalk
Curb inlet
Spillway
D =
H =
L =
12"
8" Min.
36" Max.
L
Catch Basin
Section
D D
D
H
23-40000037
12/26/23
VANNO PARKINGNOPARKING2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CAR
GARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
WATER FEATURE±1,200 S.F.356.0357.0 357.0357.0
356.0356.035
7
.
0355.0356.0355.0
355.0
354
.
0
355.0
355.0
355.0356.0
356.0
354.0
355.0355
.
0
355
.
5
354.5
355.5 354.5355.5356.0
35
7
.
0
35
6
.
5
357.5355.5
356
.
5
356.5
355.5355.5
35
6
.
5
355
.
5 357.5
357.5358.0358.5355.0356.5355.0355.0
355.0354.5354.5
354.5355.5356.038 40 42
14 13 12
11
3
2
19
18 21
17
22
20 23
15
16
1
4
W8 W8 W8 W8 W8
D24 D24 D24
S8S8S8S8 S8 S8 S8
S8D24D24D24D24W8W8W8W8S8 S8 S8 S8
W8 W8 W8 W8 W8DYH DYH
DYH DYH
DYH
DYH DYH DYH
W8W8W8W8W8W8W8W8W8W8W8W8 W8 W8 W8
W8W8D18D18D18 D18 D18
D12D12D12D12TRACT 7433
(NOT A PART)
24 26 28 30 32 34 36
65.02'
o
f
1
8
"
P
V
C
@ 2.36%66.84' of 12" PVC@ 2.00%140.00' of 18" PVC
@ 0.20%
235.87' of 18" PVC@ 0.20%16.06' of 18" PVC
@ 0.20%216.74' of 18" PVC@ 0.20%48.00' of 12" PVC
@ 0.20%
45.00' of 12" PVC
@ 0.20%218.49' of 12" PVC@ 0.20%257.13' of 12" PVC@ 0.20%SDMH, RIM:356.93
INV IN:350.51 12"
INV OUT:350.51 12"
SDMH, RIM:356.79
INV IN:349.53 18"
INV OUT:349.54 18"
SD INLET, TG=356.61
12" INV OUT:350.19 E
SD INLET, TG=356.60
18" INV IN:349.57 S
18" INV OUT:349.57 NE
SD INLET, TG=356.1812" INV OUT:348.59 SE
SD INLET, TG=356.16
12" INV IN:350.10 W
12" INV OUT:350.10 E
SD INLET, TG=356.14
18" INV IN:349.06 W
18" INV OUT:349.06 E
SD INLET, TG=356.0018" INV IN:348.78 W
18" INV OUT:348.78 NE
SD INLET, TG=355.88
12" INV OUT:350.95 N
SD INLET, TG=355.76
12" INV IN:350.00 W
12" INV IN:350.00 S
18" INV OUT:350.00 N
18" INV IN:347.25 SW
12" INV:347.25 NW
3
4
1
3
2
1
2
2
6
2
2
2
2 6
2
5
0'
GRAPHIC SCALE
( IN FEET )
40' 40'20' 20'
1 inch = 40 ft.
STORM DRAIN NOTES
CONSTRUCT DRAINAGE BASIN OUTLET
STRUCTURE AND RIPRAP PER C.O.B.
STD D-10.
INSTALL 36"X36" DROP INLET JENSEN
PRECAST PER DETAIL ON THIS SHEET.
CONSTRUCT CHAIN-LINK FENCE PER
C.O.B. STD D-12.
CONSTRUCT CHAIN-LINK GATE PER
C.O.B. STD D-13.
CONSTRUCT SUMP PER C.O.B. STD D-9.
CONSTRUCT JUNCTION BOX PER C.O.B.
STD D-16.
1
2
3
4
SCALESHEET DESCRIPTION:REV.CAD FILE:DATEREV.DESCRIPTIONREVISIONSBYDRAFTER:Date SHT.OFCHECKED BY:DESIGNED BY:PROJECT MANAGER:PROJECT NUMBER:ENGINEERING, INC.6205 District Blvd.Bakersfield, CA. 93313REGISTERED PROFESSIONAL E NGIN E ER
S TATE OF CALIFORNIAGREGORY O'NEAL BLACKC-53952VICLICITY RECORDS NO.DERREL'S MINI STORAGE #83CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIAGRADING AND DRAINAGE PLANGRADING PERMIT #23-4000037AS SHOWN6.9-483 10/09/202340849MASGOBMAS10/09/2023----40849_BERKSHIRE_DMS GRADING PLANKCJAGENCY REVIEWISSUED FOR5
6
SUMP SIZING CALCULATIONS
C = 0.90
A = 11.84
V = 0.15*0.90*11.84 = 1.60 AC-FT REQUIRED
VOLUME PROVIDED-PRISMOIDAL FORMULA
V = (1/6)*(Abottom + 4*Amiddle + A top)*depth
Abottom= 5,679 SF
Amiddle= 8,702 SF
Atop= 12,126 SF
depth= 8.0 Feet
V = 70,151 ft 3
V = 1.61 AC-FT PROVIDED
SUMP STATISTICS
SUMP BOTTOM = 347.00
LOWEST INLET FL = 356.00
WATER SURF. ELEV.=355.00
MAX. WATER DEPTH = 8.0'
23-40000037
12/26/23
VANNO PARKINGNOPARKING2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
WATER FEATURE±1,200 S.F.
WV
S
SS
S
FL355.12FL/BCR
354.96
FL355.0
0
FL
355
.
0
0
S15 S15 S15 S15
G G G G G GW12 PBPBPBPBW8 W8D24
S8S8 S8
S8D24W8S8 S8
W8 W8DYH DYH
DYH DYHDYHDYHDYHDYHDYHDYH
W8W8W8W8W8
W8W8
TRACT 7433
(NOT A PART)
S89°31'00"E 589.18'
S89°31'00"E
142.58'
N0°37'11"E
76.38'
S89°31'00"E
120.00'
S0°37'11"W
76.38'S0°34'24"W 565.78'N89°31'00"W 570.21'S0°37'11"W 755.92'N89°30'34"W 282.03'N0°37'16"E 1321.67'SITE
VICINITY MAP
N.T.S.
BERKSHIRE RD.SOUTH 'H' ST.MONITOR ST.PANAMA LN.SOUTHUNION AVE.BERKSHIRE ROAD
(SEE TRACT 7433 STREET PLANS)SOUTH H STREETKERN ISLAND CANALARVIN-EDISON CANAL
TRACT 6064
(NOT A PART)
TRACT 7322
(NOT A PART)
LOCAL BENCH MARK
TOP OF BRASS CAP AT THE CENTERLINE INTERSECTION OF
WHISENANT STREET AND CATES STREET
ELEVATION =354.51' (U.S.G.S DATUM - NAVD88)
BENCHMARK SET: TOP OF BRASS CAP AT THE CENTERLINE
INTERSECTION OF BERKSHIRE ROAD AND MAYA STREET
ELEVATION=355.41'
BASIS OF BEARINGS
THE BEARING N89°30'34"W ALONG THE CENTERLINE OF BERKSHIREROAD AS SHOWN ON TRACT 6064 PHASE 3, RECORDED IN BOOK 49
OF MAPS, AT PAGE 187 IN THE OFFICE OF THE KERN COUNTY
RECORDER, WAS TAKEN AS THE BASIS OF BEARINGS SHOWN UPON
THIS MAP.
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARDS AND SPECIFICATIONS ALONG WITH THE STATE OF CALIFORNIA DEPARTMENT OFTRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION. ACTIVITIES SHALL ALSO CONFORM TO RECOMMENDATIONS MADE IN THE GEOTECHNICAL INVESTIGATION, FILE NO.
22-23055 BY SOILS ENGINEERING, INC. DATED MAY 31, 2023.
2. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. PHONE (661) 326-3049.
3. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION.
4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT
INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: THAT THE
CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
5. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE PLAN AND SPECIFICATIONS, OR FINDS DISCREPANCIES IN, OR OMISSIONS FROM THE DRAWING, HE
SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION, OR A CORRECTION THEREOF PRIOR TO FILING HIS BID FOR THE PROJECT TO THE DESIGN ENGINEER.
6. SHOULD ANY CULTURAL MATERIALS BE DISCOVERED DURING ANY GRADING OR DEVELOPMENT, ALL WORK SHALL BE HALTED AND A QUALIFIED ARCHAEOLOGIST/HISTORIAN SHALL
BE CONTACTED TO ASSESS THE FINDS AND IMPOSE MITIGATION MEASURES, IF NECESSARY, PRIOR TO THE RESUMPTION OF CONSTRUCTION.
7. IF, DURING GRADING OR CONSTRUCTION, ANY PLUGGED, ABANDONED, OR UNRECORDED WELLS ARE UNCOVERED OR DAMAGED, THE DEPARTMENT OF CONSERVATION/DIVISION
OF OIL, GAS, AND GEOTHERMAL RESOURCES SHALL BE CONTACTED TO INSPECT AND APPROVE ANY REMEDIATION REQUIRED.
8. THE CONTRACTOR SHALL REMOVE/ OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT OF WAY AS DIRECTED BY THE CITY ENGINEER.
9. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION (811).
10. EXISTING UTILITY LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE. THE CONTRACTOR IS HEREBY NOTIFIED THAT ALL EXISTING BURIED UTILITIES MAY OR MAY NOT BE SHOWN
AND THAT THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND REPAIRING ANY UTILITIES DAMAGED AS A RESULT OF CONSTRUCTION OPERATIONS.
11. CONTRACTOR SHALL RESTORE CONSTRUCTION LIMITS TO ORIGINAL OR BETTER CONDITION TO ENSURE PROPER DRAINAGE
12. CONTRACTOR SHALL USE CARE WHEN WORKING ADJACENT TO PRIVATE PROPERTY TO NOT DAMAGE GRASS, TREES, SHRUBS, ETC. OUTSIDE OF THE IMMEDIATE WORKING AREA. ALL
ITEMS DAMAGED OR REMOVED BY THE CONTRACTOR AS A RESULT OF CONSTRUCTION PROCEDURES SHALL BE REPLACED WITH LIKE MATERIALS AT THE EXPENSE OF THE
CONTRACTOR
13. OPERATIONS ALONG HIGHWAYS OR PUBLIC STREETS SHALL BE PERFORMED IN SUCH A MANNER THAT ALL EXCAVATED MATERIALS BE KEPT OFF THE PAVEMENT AT ALL TIMES, AS
WELL AS OPERATING EQUIPMENT.
14. CONTRACTOR SHALL SAWCUT ALL PAVED SURFACES ENCOUNTERED, UNLESS SHOWN OTHERWISE.
15. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL SURPLUS RECLAIMED ASPHALT PAVEMENT (R.A.P.) NOT INCORPORATED INTO THE PROJECT.
16. NO BUILDING PERMITS SHALL BE ISSUED UNTIL ADEQUATE ACCESS AND ADEQUATE WATER SUPPLY FOR FIRE PROTECTION PURPOSES IS PROVIDED, AS APPROVED BY THE
BAKERSFIELD FIRE DEPARTMENT.
17. KSI ENGINEERING INC. SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS.
18. IN THE EVENT CONSTRUCTION STAKING BASED ON CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY OTHER THAN THE CONSULTANT, CLIENT AGREES
TO HOLD CONSULTANT HARMLESS AND RELEASE CONSULTANT FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, DRAWINGS OR OTHER DOCUMENTS.
19. IF A PROBLEM SHOULD ARISE DURING THE COURSE OF CONSTRUCTION, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY
FURTHER WORK.
20. IF THE CONTRACTOR IS IN DOUBT AS THE MEANING OF ANY PART OF THE PLAN AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL
SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT.
21. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE
CITY ENGINEER.
22. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET
RIGHT OF WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT OF
WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT.
23. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE
SHALL BE 2%. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK.
24. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER
CITY ENGINEER.
25. ANY PUBLIC FACILITIES IN THE STREET RIGHT-OF-WAY WITHIN THE PROPERTY FRONTAGE WHICH ARE SUBSTANDARD OR DAMAGED WILL REQUIRE RECONSTRUCTION OR REPAIR AS
DETERMINED BY THE CITY ENGINEER.
GENERAL CIVIL IMPROVEMENT NOTES
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARDS AND SPECIFICATIONS ALONG WITH THE STATE OF CALIFORNIA DEPARTMENT OF
TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION. ACTIVITIES SHALL ALSO CONFORM TO RECOMMENDATIONS MADE IN THE GEOTECHNIICAL INVESTIGATION, FILE NO.
22-23055 BY SOILS ENGINEERING, INC. DATED MAY 31, 20023 AND AS NOTED IN THE GENERAL NOTES BELOW:
1. ANY REVISIONS MADE TO THE APPROVED GRADING AS SHOWN ON THE GRADING PLANS MUST BE SPECIFICALLY APPROVED BY THE DESIGN CIVIL ENGINEER & SOILS ENGINEER &
CITY ENGINEER.
2. ELEVATIONS PROVIDED ARE FINISHED SURFACE (FS) UNLESS OTHERWISE NOTED PER LEGEND.
3. ALL INTERIOR GRADING SHALL BE COMPLIANT WITH 28 CFR PART 36. ACCESSIBLE PATHS SHALL NOT EXCEED 5.0% LONGITUDINALLY OR 2.0% TRANSVERSE.
4. ALL RAMPS SHALL BE COMPLIANT WITH 28 CFR PART 36.
5. ALL CUT OR FILL SLOPES SHALL BE 2:1 OR FLATTER UNLESS OTHERWISE NOTED.
6. FILLS SHALL BE COMPACTED THROUGHOUT TO 90% OF MAXIMUM DRY DENSITY, AS DETERMINED BY ASTM TEST METHOD D1557A, AND CERTIFIED BY THE SOILS ENGINEER.
7. AREAS TO RECEIVE FILL SHALL BE PROPERLY PREPARED AND APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE PRIOR TO PLACING FILL.
8. NO ROCK OR SIMILAR MATERIAL GREATER THAN 4" IN DIAMETER SHALL BE PLACED IN THE FILL UNLESS APPROVAL FOR SUCH PLACEMENT HAS BEEN OBTAINED BY THE
CONTRACTOR FROM THE BUILDING OFFICIAL.
9. CONTRACTOR SHALL STOCKPILE ALL ROCKS GREATER THAN 4" IN DIAMETER TO BE USED AS LANDSCAPE MATERIAL. LARGE BOULDERS SHALL BE USED FOR DECORATIVE
LANDSCAPING.
10. DUST SHALL BE CONTROLLED DURING GRADING BY WATERING OR OTHER APPROVED MEASURES.
11. ALL EXISTING DRAINAGE COURSES AND APPROVED PROTECTIVE MEASURES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION AT ALL TIMES AND TEMPORARY DRAINAGE
PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING. THE CONTRACTOR SHALL BE HELD LIABLE FOR ANY DAMAGE DUE TO OBSTRUCTING
EXISTING DRAINAGE PATTERNS.
12. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE.
13. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE
REMOVED TO THE RIGHT-OF-WAY.
14. TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY KSI ENGINEERING INC.. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON
THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR
REVIEW.
15. CONTRACTOR IS RESPONSIBLE FOR THE EFFICIENT USE OF ON-SITE RESOURCES, ESTIMATING HIS OWN CUT/FILL QUANTITIES, AND PROVIDING DETAILED TRANSACTION RECEIPTS
FOR SOILS IMPORTED AND EXPORTED (AS WELL AS APPROPRIATE NPDES DOCUMENTATION FOR OFFSITE LOCATIONS OF IMPORT AND EXPORT).
16. ENTRANCE TO AND FROM THE PROJECT SITE SHALL BE MAINTAINED IN A MANNER THAT LIMITS TRACKING OF ORGANIC MATERIAL OFFSITE.
17. DURING GRADING OPERATIONS, THE APPLICANT FOR A DEVELOPMENT PERMIT SHALL BE RESPONSIBLE FOR THE APPLICATION OF WATER TO DEVELOPMENT SITES TO MITIGATE THE
IMPACT OF DUST AND PM (PARTICULATES EMISSIONS). SPRAYING SHOULD BE SUFFICIENT TO ENSURE THAT SOILS REMAIN DAMP, WITH THE FREQUENCY OF SPRAYING DEPENDENT
ON WEATHER CONDITIONS. VERIFICATION OF COMPLIANCE WILL BE THE RESPONSIBILITY OF THE CITY OF BAKERSFIELD PUBLIC WORKS/BUILDING INSPECTION DIVISION.
18. DURING GRADING OPERATIONS, ALL ACTIVITY SHALL BE RESTRICTED TO PERIODS OF LOW WIND TO REDUCE DUST EMISSIONS. VERIFICATION OF COMPLIANCE WITH THIS
MITIGATION MEASURE WILL BE THE RESPONSIBILITY OF THE CITY OF BAKERSFIELD PUBLIC WORKS/BUILDING INSPECTION DIVISION.
19. DURING GRADING AND CONSTRUCTION, ALL ACTIVITIES ADJACENT TO RESIDENTIAL DEVELOPMENT SHALL BE LIMITED TO 7:00 A.M. TO 7:00 P.M., MONDAY THROUGH FRIDAY.
CONSTRUCTION WILL NOT BE ALLOWED ON WEEKENDS OR ON FEDERAL HOLIDAYS. VERIFICATION OF COMPLIANCE WILL BE THE RESPONSIBILITY OF THE CITY OF BAKERSFIELD
PUBLIC WORKS/BUILDING INSPECTION DIVISION.
20. DURING GRADING AND CONSTRUCTION, LANDSCAPING AND/OR TEMPORARY SOIL STABILIZATION TECHNIQUES (I.E., JUTE NETTING OR SOIL STABILIZING AGENTS) SHALL BE
EMPLOYED TO REDUCE WIND EROSION AND DUST DURING GRADING AND UNTIL THE SITE IS FULLY BUILT OUT. VERIFICATION OF COMPLIANCE WITH THIS MITIGATION MEASURE
WILL BE THE RESPONSIBILITY OF THE CITY OF BAKERSFIELD PUBLIC WORKS/BUILDING INSPECTION DIVISION.
21. DURING GRADING AND CONSTRUCTION, PLANNED PM MITIGATION MEASURES WILL BE ADHERED TOO.
22. DURING GRADING AND CONSTRUCTION, IF ANY HUMAN REMAINS ARE DISCOVERED, ALL WORK SHALL STOP UNTIL THE KERN COUNTY CORONER HAS BEEN NOTIFIED AND HAS
EVALUATED THE REMAINS, IF ANY OTHER ARCHAEOLOGICAL ARTIFACTS ARE DISCOVERED DURING SITE DEVELOPMENT ALL WORK SHALL STOP UNTIL THE FIND HAS BEEN
EVALUATED BY A QUALIFIED ARCHAEOLOGIST OR HISTORIAN.
23. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOI) TO COMPLY WITH THE
TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER
2010-0014-DWQ AND ORDER 2012-0006-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY
CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPP) BE PREPARED, CONTINUOSLY
CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 5F15C401246
HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT.
24. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISOR CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SOILS REPORTS,
SPECIFICATIONS AND CODES WITHIN HIS PURVIEW.
25. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH APP-J OF THE CALIFORNIA BUILDING CODE.
KEY MAP
SCALE: 1" = 100'
Know what's below.Call before you dig.
CONTRACTOR SHALL CONTACT 811 FOR LOCATION OF
ALL UTILITIES, AT LEAST 72 HOURS PRIOR TOBEGINNING CONSTRUCTION
ENGINEER'S STATEMENT:
THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH
CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY
OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR DESIGN CRITERIA ENCOUNTERED
DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER.
GREGORY O'NEAL BLACK - R.C.E. # C-53952
APPROVED BY:REGISTE RED P R O F ESSIONAL E
NGINEERSTATE OF CA L IFOR N IAGREGORY O'NEAL BLACKC-53952
VIC LI
DATE
C-1.0 COVER SHEET & NOTES
C-2.0 PARTIAL GRADING PLAN
C-2.1 PARTIAL GRADING PLAN
C-2.2 PARTIAL GRADING PLAN
C-2.3 PARTIAL GRADING PLAN
C-2.4 PARTIAL GRADING PLAN
C-2.5 DETAILS
C-2.6 STANDARDS
C-2.7 EROSION CONTROL PLAN
C-2.8 BEST MANAGEMENT PRACTICES
C-2.9 DRAINAGE PLAN
SHEET INDEX
CONTRACTOR TO VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING
LINES AND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. DAMAGE TO
ANY FACILITIES, UNDERGROUND OR OTHERWISE, RESULTING FROM THE
CONTRACTOR'S OPERATIONS, DIRECTLY OR INDIRECTLY, SHALL BE
IMMEDIATELY REPAIRED BY HIM AT NO EXPENSE TO THE DISTRICT, OWNER,
DESIGN ENGINEER, AND/OR ENGINEER OF CITY OF BAKERSFIELD.
SITE ADDRESS:
7100 SOUTH H STREET
BAKERSFIELD, CA 93313
APN: 516-010-36
THE ABOVE QUANTITIES ARE BASED ON GRADING LINES AND
ELEVATIONS SHOWN ON THE DRAWINGS.
ACTUAL QUANTITIES OF EARTHWORK MAY VARY FROM THAT STATED
ABOVE DEPENDING UPON VARYING SOIL DENSITIES AND ON THE
DEGREE OF SITE PREPARATION ACTUALLY REQUIRED IN THE FIELD.
EARTHWORK QUANTITIES:
DISTURBED AREA = 11.70 ACRES
RAW CUT = 7,949 C.Y.
RAW FILL = 10,444 C.Y.
OVER-EXCAVATION (2' BELOW PAD)= 18,719 C.Y.
ADJUSTED CUT = 26,668 C.Y.
ADJUSTED FILL = (10,444+18,719)X1.42* = 41,411 C.Y.
NET EARTHWORK QUANTITIES = 14,743 C.Y. IMPORT
*(FILL WAS CALCULATED WITH A COMPACTION FACTOR OF 1.42)
** IMPORT FROM TRACT 7433
SEE SHEET C-2.O SEE SHEET C-2.4EAGLE CREEK STREET
EAGLE PEAK COURTEAGLE NEST DRIVESCALESHEET DESCRIPTION:REV.CAD FILE:DATEREV.DESCRIPTIONREVISIONSBYDRAFTER:Date SHT.OFCHECKED BY:DESIGNED BY:PROJECT MANAGER:PROJECT NUMBER:ENGINEERING, INC.6205 District Blvd.Bakersfield, CA. 93313REGISTERED PROFESSIONAL E NGIN E ER
S TATE OF CALIFORNIAGREGORY O'NEAL BLACKC-53952VICLICITY RECORDS NO.DERREL'S MINI STORAGE #83CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIAGRADING AND DRAINAGE PLANGRADING PERMIT #23-4000037AS SHOWN6.9-483 10/09/202340849MASGOBMAS10/09/2023101/22/24REMOVE UNDRGRND SD & RELOCATE SUMPMAS40849_BERKSHIRE_DMS GRADING PLANKCJAGENCY APPROVALISSUED FOR10/09/2023
GENERAL GRADING NOTES
NOTES:
1. THE ONSITE SUMP AND STORM DRAIN SYSTEM WILL BE PRIVATELY MAINTAINED AND
THE CITY OF BAKERSFIELD WILL NOT ASSUME RESPONSIBILITY OVER THE MAINTENANCE.
2. BERKSHIRE IMPROVEMENTS PER APPROVED TRACT 7433 STREET PLAN SHALL BE
ACCEPTED BY CITY PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY.
3. SOUTH H STREET SIDEWALK IMPROVEMENTS (PER STREET PERMIT BY CONTRACTOR)
SHALL BE ACCEPTED BY CITY PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY.
NOTE:
FEDERAL AND STATE LAWS PROTECT CERTAIN SPECIES OF PLANTS, FISH, AND
WILDLIFE THAT ARE LISTED OR PROPOSED FOR LISTING AS ENDANGERED OR
THREATENED, AS WELL AS THEIR DESIGNATED CRITICAL HABITAT. THE
PRESENCE OF AN ENDANGERED OR THREATENED SPECIES ON PRIVATE LAND
THAT OVERLAPS WITH DEVELOPMENT MAY IMPOSE CERTAIN DUTIES, SUCH AS
AVOIDING UNAUTHORIZED TAKE AND, IN SOME CASES REQUIRING
CONSULTATION WITH THE UNITED STATES FISH & WILDLIFE SERVICE AND/OR
CALIFORNIA DEPARTMENT OF FISH & WILDLIFE AGENCY. PROPERTY OWNERS
AND DEVELOPERS SHALL TAKE THE NECESSARY STEPS TO ENSURE COMPLIANCE
WITH FEDERAL AND STATE LAWS. IF UNAUTHORIZED TAKE OCCURS, A
VIOLATION OF THE PROHIBITION ON UNAUTHORIZED TAKE CAN LEAD TO CIVIL
AND CRIMINAL PENALTIES BY FEDERAL AND STATE AGENCIES.
SEE SHEET C-2.1
SEE SHEET C-2.2 SEE SHEET C-2.3
LEGAL DESCRIPTION:
REAL PROPERTY IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF
CALIFORNIA, DESCRIBED AS FOLLOWS:
BEING A PORTION OF PARCEL A OF CERTIFICATE OF COMPLIANCE FOR LOT
LINE ADJUSTMENT 16-0461, RECORDED SEPTEMBER 29, 2017, AS
DOCUMENT NUMBER 217130805 OF OFFICIAL RECORDS;
ALSO BEING A PORTION OF THE NORTHWEST QUARTER OF SECTION 30,
TOWNSHIP 30 SOUTH, RANGE 28 EAST, MDBM;
ALSO BEING PARCEL 2 OF TENTATIVE PARCEL MAP NO. 12453.
1
23-40000037
02/02/24
FF 357.42
FS 357.29
FF 356.84
FS 356.71
FF 357.05
FS 356.92
FF 357.12
FS 356.99
FF 357.00 FS 356.87
FF 357.40
FS 357.27
FF 357.13 FS 357.00
FF 356.46
FS 356.33
FF 357.54
FS 357.41
FF 357.64
FS 357.51
FF 357.92
FS 357.79
FF 357.25
FS 357.12
FF 357.19
FS 357.06
FF 357.42
FS 357.29
FF 356.99
FS 356.86
FF 356.77
FS 356.64
FF 356.76
FS 356.63
FF 356.70
FS 356.57
FF 356.68
FS 356.55
FF 357.81
FS 357.68
FF 356.19
FS 356.06
FF 357.61
FS 357.48
20'
20'
20'
10.5'
FF 357.85
FS 357.72
20'
21.3'
10'
21.7'
20' 10' 25' 10' 20' 13.25' 30' 10' 20' 10' 20' 10' 10'
FF 357.21
FS 357.08
10.4'
FF 357.15
FS 357.02
5.6'
FF 356.97
FS 356.84
20'
5.5'3'
FF 357.22
FS 357.09
10'
356.63
356.5
357.0
3'
DYH
W8W8W8W8W8W8W8 W8 W8
0.25%0.25%0.25%0.25%0.26%0.25%0.25%0.25%2.49%
2.00%1.97% 2.00%
5.31%2.00%4.79%
2.00%3.48%
4.01% 6.55%
4.74% 5.87%
3.16% 2.00%
4.37% 2.00% 3.00% 2.45%
2.02%
1.98%
3.16% 2.00%
2.49%
2.00%
2.00%4.37%
2.00%4.37%
4.76%
2.00%
3.24%
2.00%
3.00%2.25%
5.31%
1.
6
0
%0.25%0.27%0.27%0.25%0.36%0.57%1.46%2.47%0.25%0.25%0.25%0.25%0.25%0.25%0.25%0.25%0.25%
0.25%
0.25%0.25%
0.25%
0.31% 0.43%3.47%10' 12.25' 10' 10' 10'
18.4'
4.80%
356.79 356.68
356.60
356.65
356.43
356.34
356.34
356.13 355.86
356.18 356.51
356.78
356.54
355.53
357.00
356.90 356.78
356.90
GB
356.94
357.00
357.04
GB
357.15
357.26
357.07
357.20
356.82
357.13
357.05
(NOT A PART)
ACCESS GATE
BY OTHERS
ACCESS EASEMENT
PER PARCEL MAP
TO BE RECORDED
20'40' 20' 30' 20' 20'
2.00% 0.25%2.00% 5.31%
2.00%5.31%
20'
FF 356.54
FS 356.41
FF 356.49
FS 356.36
0.25%0.25% 356.48
1
CONSTRUCTION NOTES
CONSTRUCT 6" CURB PER DETAIL 1.
CONSTRUCT 4" THICK PORTLAND CEMENT CONCRETE SIDEWALK WITH 6x6/10x10
WWM OVER 6" OF NATIVE SOIL COMPACTED TO 90% RELATIVE COMPACTION PER
ASTM D1557 . INSTALL TOOLED CONSTRUCTION JOINTS @ 5' O.C. EACH WAY WITH
EXPANSION JOINTS @ 20' O.C. CONTRACTOR SHALL FINISH THE CONCRETE SURFACE
WITH A MEDIUM BROOM FINISH PERPENDICULAR TO THE DIRECTION OF TRAVEL.
INSTALL TRUNCATED DOMES ALONG 0" CURB PER DETAIL 2.
PAINT 4" WHITE STRIPE.
CONSTRUCT CMU WALL. SEE WALL PLAN.
CONSTRUCT 6' CMU WALL PER KCDS R-77. SEE ARCHITECTURAL PLANS FOR ADD'L
WALL DETAILS.
WALL BETWEEN BUILDINGS. SEE ARCHITECTURAL PLANS.
INSTALL ADA SIGN PER DETAIL 3.
PAINT ADA SYMBOL PER DETAIL 4.
INSTALL PARKING BUMPER PER ARCHITECTURAL PLANS.
CONSTRUCT SUMP PER C.O.B. STD D-9.
CONSTRUCT CHAIN-LINK FENCE PER C.O.B. STD D-12.
CONSTRUCT CHAIN-LINK GATE PER C.O.B. STD D-13.
*SEE DETAILS ON SHEET C-2.5 AND STANDARDS ON SHEET C-2.6.
2
7
8
9
3
4
5
10
11
6
12
13 DYH
G
SD
S
W
LEGEND
PROPOSED CURB INLET (SEE STREET PLAN)
PROPOSED FIRE HYDRANT (SEE UTILITY PLAN)
PROPOSED MANHOLE (SEE SEWER & STREET PLAN)
PROPOSED STREET LIGHT (SEE STREET PLAN)
PROPOSED STREET SIGN (SEE STREET PLAN)
PROPOSED WATER METER (SEE UTILITY PLAN)
BUILDING NUMBER
W
BOUNDARY/PROPERTY LINE
EXISTING OVERHEAD ELECTRIC LINE
EXISTING CONTOUR
EXISTING GAS
EXISTING STORM DRAIN
EXISTING SEWER
EXISTING WATER
NEW WATER (SEE UTILITY PLAN)
NEW SANITARY SEWER (SEE UTILITY PLAN)
NEW STORM DRAIN
RIGHT-OF-WAY
281
OHE
W8
S8
D12
℄CENTERLINE
FF FINISHED FLOOR
FLOWLINE
FS FINISHED SURFACE
GB GRADE BREAK
LP LOW POINT
ROW RIGHT-OF-WAY
TC TOP OF CURB
TG TOP OF GRATE
1
0'
GRAPHIC SCALE
( IN FEET )
20' 20'10' 10'
1 inch = 20 ft.
0'
LEGEND (HATCH)
4" P.C.C. OVER 6" NATIVE SOIL
5" P.C.C. OVER 6" NATIVE SOIL
A
C-2.5
B
C-2.5
MATCH LINE, SEE SHEET C-2.2 MATCH LINE, SEE SHEET C-2.1SCALESHEET DESCRIPTION:REV.CAD FILE:DATEREV.DESCRIPTIONREVISIONSBYDRAFTER:Date SHT.OFCHECKED BY:DESIGNED BY:PROJECT MANAGER:PROJECT NUMBER:ENGINEERING, INC.6205 District Blvd.Bakersfield, CA. 93313REGISTERED PROFESSIONAL E NGIN E ER
S TATE OF CALIFORNIAGREGORY O'NEAL BLACKC-53952VICLICITY RECORDS NO.DERREL'S MINI STORAGE #83CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIAGRADING AND DRAINAGE PLANGRADING PERMIT #23-4000037AS SHOWN6.9-483 10/09/202340849MASGOBMAS10/09/2023101/22/24REMOVE UNDRGRND SD & RELOCATE SUMPMAS40849_BERKSHIRE_DMS GRADING PLANKCJAGENCY REVIEWISSUED FOREASTERN BOUNDARY OF KERN
ISLAND CANAL EASEMENT
ARVIN-EDISON CANAL KERN ISLAND CANAL (NOT A PART)1
23-40000037
02/02/24
FF 357.90
FS 357.77
FF 357.14
FS 357.01 FF 357.61
FS 357.48 FF 357.68
FS 357.55
FF 357.11
FS 356.98
FF 357.78
FS 357.65
FF 358.18
FS 358.05
FF 358.46
FS 358.33
FF 358.37
FS 358.24
FF 358.88
FS 358.75
FF 358.13
FS 358.00
FF 357.79
FS 357.66 FF 357.92
FS 357.79
FF 357.55
FS 357.42FF 357.61
FS 357.48
FF 356.79
FS 356.66
FF 359.20
FS 359.07
FF 358.06
FS 357.93
20'
10' 10' 10' 30' 20'
FF 357.52
FS 357.39
10' 10' 10' 30' 10' 10' 40' 10' 10' 30'
23.5'
23.2'
20.9'
22.7'PHASE 2PHASE 1PHASE 2
PHASE 1
356.73
357.0
357.0
7 (TYP.)
7
(TYP.)DY HW8 W8 W8 W8W8W8W8W80.25%0.25%0.25%0.47%0.23%0.25%0.39%0.39%6.57% 2.00% 7.04%2.06% 4.02% 2.00%
2.09%2.35%4.24%2.00% 3.25% 2.00% 3.00% 3.56% 2.00%
2.00% 6.71%2.00% 5.50% 2.00% 4.80%
7.43% 4.27%
3.27% 0.19%2.44%1.44%0.78%1.93%6.65% 2.00%
2.00%3.12%
6.10% 2.00%5.33%0.65%3.90%2.47%1.49%0.25%1.68%0.25%0.25%0.25%0.25%0.25%0.25%0.25%0.25%0.25%0.25%0.25%
0.50%5.36%3.56%6.24% 2.18%0.46%20' 10' 10' 10' 10'
356.63
356.18 356.46 356.81 357.28
HP 357.12 357.22 357.35 357.53
358.11
357.93
HP
356.78
356.16 355.81
355.53
356.85 356.85 356.98 357.08 357.18 357.30 357.45
357.64
358.48
HP
358.68
357.56 357.49
358.53
357.19
356.88 356.82
20' 20' 30' 20'
FF 357.51
FS 357.38 FF 358.05
FS 357.92 FF 358.24
FS 358.11 0.41%FF 357.05
FS 356.92
2.00%
2.22%5.92%0.25%0.25%0.47%0.41% 357.75
HP
3.29%
357.45HP
0.25% 357.28
GB0.25%0.25%5.31%
5.31%
6.66%
23.5' PHASE 1PHASE 20.25%FF 357.94
FS 357.81
HP132.2'FF 358.81
FS 358.68
HP
0.25%90.2'
40.2'
120.3'
1
CONSTRUCTION NOTES
CONSTRUCT 6" CURB PER DETAIL 1.
CONSTRUCT 4" THICK PORTLAND CEMENT CONCRETE SIDEWALK WITH 6x6/10x10
WWM OVER 6" OF NATIVE SOIL COMPACTED TO 90% RELATIVE COMPACTION PER
ASTM D1557 . INSTALL TOOLED CONSTRUCTION JOINTS @ 5' O.C. EACH WAY WITH
EXPANSION JOINTS @ 20' O.C. CONTRACTOR SHALL FINISH THE CONCRETE SURFACE
WITH A MEDIUM BROOM FINISH PERPENDICULAR TO THE DIRECTION OF TRAVEL.
INSTALL TRUNCATED DOMES ALONG 0" CURB PER DETAIL 2.
PAINT 4" WHITE STRIPE.
CONSTRUCT CMU WALL. SEE WALL PLAN.
CONSTRUCT 6' CMU WALL PER KCDS R-77. SEE ARCHITECTURAL PLANS FOR ADD'L
WALL DETAILS.
WALL BETWEEN BUILDINGS. SEE ARCHITECTURAL PLANS.
INSTALL ADA SIGN PER DETAIL 3.
PAINT ADA SYMBOL PER DETAIL 4.
INSTALL PARKING BUMPER PER ARCHITECTURAL PLANS.
CONSTRUCT SUMP PER C.O.B. STD D-9.
CONSTRUCT CHAIN-LINK FENCE PER C.O.B. STD D-12.
CONSTRUCT CHAIN-LINK GATE PER C.O.B. STD D-13.
*SEE DETAILS ON SHEET C-2.5 AND STANDARDS ON SHEET C-2.6.
2
7
8
9
3
4
5
10
11
6
12
13 DYH
G
SD
S
W
LEGEND
PROPOSED CURB INLET (SEE STREET PLAN)
PROPOSED FIRE HYDRANT (SEE UTILITY PLAN)
PROPOSED MANHOLE (SEE SEWER & STREET PLAN)
PROPOSED STREET LIGHT (SEE STREET PLAN)
PROPOSED STREET SIGN (SEE STREET PLAN)
PROPOSED WATER METER (SEE UTILITY PLAN)
BUILDING NUMBER
W
BOUNDARY/PROPERTY LINE
EXISTING OVERHEAD ELECTRIC LINE
EXISTING CONTOUR
EXISTING GAS
EXISTING STORM DRAIN
EXISTING SEWER
EXISTING WATER
NEW WATER (SEE UTILITY PLAN)
NEW SANITARY SEWER (SEE UTILITY PLAN)
NEW STORM DRAIN
RIGHT-OF-WAY
281
OHE
W8
S8
D12
℄CENTERLINE
FF FINISHED FLOOR
FLOWLINE
FS FINISHED SURFACE
GB GRADE BREAK
LP LOW POINT
ROW RIGHT-OF-WAY
TC TOP OF CURB
TG TOP OF GRATE
1
0'
GRAPHIC SCALE
( IN FEET )
20' 20'10' 10'
1 inch = 20 ft.
0'
LEGEND (HATCH)
4" P.C.C. OVER 6" NATIVE SOIL
5" P.C.C. OVER 6" NATIVE SOIL MATCH LINE SEE SHEET C-2.0MATCH LINE SEE SHEET C-2.3 SCALESHEET DESCRIPTION:REV.CAD FILE:DATEREV.DESCRIPTIONREVISIONSBYDRAFTER:Date SHT.OFCHECKED BY:DESIGNED BY:PROJECT MANAGER:PROJECT NUMBER:ENGINEERING, INC.6205 District Blvd.Bakersfield, CA. 93313REGISTERED PROFESSIONAL E NGIN E ER
S TATE OF CALIFORNIAGREGORY O'NEAL BLACKC-53952VICLICITY RECORDS NO.DERREL'S MINI STORAGE #83CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIAGRADING AND DRAINAGE PLANGRADING PERMIT #23-4000037AS SHOWN6.9-483 10/09/202340849MASGOBMAS10/09/2023101/22/24REMOVE UNDRGRND SD & RELOCATE SUMPMAS40849_BERKSHIRE_DMS GRADING PLANKCJAGENCY REVIEWISSUED FORARVIN-EDISON CANAL
TRACT 7322
(NOT A PART)
B
C-2.5
G
C-2.5
1
23-40000037
02/02/24
FF 357.05
FS 356.92
FF 356.62
FS 356.49
FF 357.00
FS 356.87
FF 356.49
FS 356.36
FF 357.13
FS 357.00
FF 356.62
FS 356.49
FF 356.51
FS 356.38
FF 356.26
FS 356.13 FF 356.16
FS 356.03
FF 356.99
FS 356.86
FF 356.77
FS 356.64
FF 356.76
FS 356.63
FF 356.70
FS 356.57
FF 356.68
FS 356.55
FF 357.21
FS 357.08
20'
FF 356.51
FS 356.38 30'
21.7'
20'
10.4'
FF 357.15
FS 357.02
5.6'
FF 356.97
FS 356.84
20'
5.5'3'
FF 357.22
FS 357.09
FF 356.89
FS 356.76
FF 356.76
FS 356.63
FF 356.71
FS 356.58
FF 356.89
FS 356.76
355.5
355.035
5
.
5
356.0356.5
3'
FS 356.15
FS 355.99
DYH
W8W8W8W8W8W8W8 W8
W80.25%0.25%0.25%0.25%0.26%0.25%0.25%0.25%0.01%0.25%1.99% 2.04% 3.16% 2.00%
2.49% 2.00%4.37%
2.00% 3.00%
2.00% 3.00%
4.02%
6.00% 2.00% 3.13% 2.00%
2.02%
1.98%
3.16% 2.00%
2.49%
2.00%
2.00%4.37%
2.00%4.37%
3.24%
2.00%
3.00%2.25%
1.99% 2.03%
1.99% 2.03%0.25%0.25%0.25%0.25%
0.25%0.25%0.25%0.25%0.25%0.25%0.25%
3.87%
1.86%
356.79 356.68
356.60
356.65
356.43
356.34
356.34
356.54
355.68
355.88 355.97 356.02 356.13
356.24
GB
356.01
356.18
HP
356.29
HP 356.05
355.78
FS (356.94)
356.43
356.38
356.29 356.18
356.10 355.93 355.83 355.73
356.07
20'20'
356.08
356.48
1
CONSTRUCTION NOTES
CONSTRUCT 6" CURB PER DETAIL 1.
CONSTRUCT 4" THICK PORTLAND CEMENT CONCRETE SIDEWALK WITH 6x6/10x10
WWM OVER 6" OF NATIVE SOIL COMPACTED TO 90% RELATIVE COMPACTION PER
ASTM D1557 . INSTALL TOOLED CONSTRUCTION JOINTS @ 5' O.C. EACH WAY WITH
EXPANSION JOINTS @ 20' O.C. CONTRACTOR SHALL FINISH THE CONCRETE SURFACE
WITH A MEDIUM BROOM FINISH PERPENDICULAR TO THE DIRECTION OF TRAVEL.
INSTALL TRUNCATED DOMES ALONG 0" CURB PER DETAIL 2.
PAINT 4" WHITE STRIPE.
CONSTRUCT CMU WALL. SEE WALL PLAN.
CONSTRUCT 6' CMU WALL PER KCDS R-77. SEE ARCHITECTURAL PLANS FOR ADD'L
WALL DETAILS.
WALL BETWEEN BUILDINGS. SEE ARCHITECTURAL PLANS.
INSTALL ADA SIGN PER DETAIL 3.
PAINT ADA SYMBOL PER DETAIL 4.
INSTALL PARKING BUMPER PER ARCHITECTURAL PLANS.
CONSTRUCT SUMP PER C.O.B. STD D-9.
CONSTRUCT CHAIN-LINK FENCE PER C.O.B. STD D-12.
CONSTRUCT CHAIN-LINK GATE PER C.O.B. STD D-13.
*SEE DETAILS ON SHEET C-2.5 AND STANDARDS ON SHEET C-2.6.
2
7
8
9
3
4
5
10
11
6
12
13 DYH
G
SD
S
W
LEGEND
PROPOSED CURB INLET (SEE STREET PLAN)
PROPOSED FIRE HYDRANT (SEE UTILITY PLAN)
PROPOSED MANHOLE (SEE SEWER & STREET PLAN)
PROPOSED STREET LIGHT (SEE STREET PLAN)
PROPOSED STREET SIGN (SEE STREET PLAN)
PROPOSED WATER METER (SEE UTILITY PLAN)
BUILDING NUMBER
W
BOUNDARY/PROPERTY LINE
EXISTING OVERHEAD ELECTRIC LINE
EXISTING CONTOUR
EXISTING GAS
EXISTING STORM DRAIN
EXISTING SEWER
EXISTING WATER
NEW WATER (SEE UTILITY PLAN)
NEW SANITARY SEWER (SEE UTILITY PLAN)
NEW STORM DRAIN
RIGHT-OF-WAY
281
OHE
W8
S8
D12
℄CENTERLINE
FF FINISHED FLOOR
FLOWLINE
FS FINISHED SURFACE
GB GRADE BREAK
LP LOW POINT
ROW RIGHT-OF-WAY
TC TOP OF CURB
TG TOP OF GRATE
1
0'
GRAPHIC SCALE
( IN FEET )
20' 20'10' 10'
1 inch = 20 ft.
0'
LEGEND (HATCH)
4" P.C.C. OVER 6" NATIVE SOIL
5" P.C.C. OVER 6" NATIVE SOIL
D
C-2.5
MATCH LINE SEE SHEET C-2.0
MATCH LINE SEE SHEET C-2.3SCALESHEET DESCRIPTION:REV.CAD FILE:DATEREV.DESCRIPTIONREVISIONSBYDRAFTER:Date SHT.OFCHECKED BY:DESIGNED BY:PROJECT MANAGER:PROJECT NUMBER:ENGINEERING, INC.6205 District Blvd.Bakersfield, CA. 93313REGISTERED PROFESSIONAL E NGIN E ER
S TATE OF CALIFORNIAGREGORY O'NEAL BLACKC-53952VICLICITY RECORDS NO.DERREL'S MINI STORAGE #83CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIAGRADING AND DRAINAGE PLANGRADING PERMIT #23-4000037AS SHOWN6.9-483 10/09/202340849MASGOBMAS10/09/2023101/22/24REMOVE UNDRGRND SD & RELOCATE SUMPMAS40849_BERKSHIRE_DMS GRADING PLANKCJAGENCY REVIEWISSUED FORA
C-2.5
EASTERN BOUNDARY OF KERN
ISLAND CANAL EASEMENT
TRACT 7322
(NOT A PART)KERN ISLAND CANAL (NOT A PART)MATCH LINE SEE SHEET C-2.4
D
SD1
1
23-40000037
02/02/24
FF 358.63FS 358.50
FF 356.46
FS 356.33
FF 357.11FS 356.98
FF 356.49
FS 356.36 FF 356.95
FS 356.82
FF 356.55
FS 356.42
FF 358.20
FS 358.07
FF 358.18
FS 358.05
FF 358.71
FS 358.58
FF 358.88
FS 358.75
FF 359.20
FS 359.07
FF 356.16
FS 356.03
FF 356.70
FS 356.57
FF 356.14
FS 356.01
FF 358.06
FS 357.93
FF 356.68
FS 356.55
FF 356.19
FS 356.06
20'
FF 357.52
FS 357.39
30'
21.7'
20'
FF 356.86
FS 356.73
5.5'
23.5'
20.9'
FF 357.96
FS 357.83
10'13' 10'13'10'
PHASE 2
PHASE 1
10'10'PHASE 1PHASE 2 355.45
357.0
356.5356.0357.5
359.0
358.0356.57 (TYP.)
7
(TYP.)
FS 355.90FS 356.06
FS 356.15 FS 355.96
FS 355.71FS 355.79
FS 355.99
FS 356.13
FS 356.25 FS 356.43
35
8
.
5358.0358.0358.5357.5357.5357.0358.0
DYH
DYHW8W8W8W8W8W8W8W8W8W8W8W8
W8 W8 W8 W8 W8 W8 W8 W8
W812' 18.2'107'20.9'
12'
19.3'
59.6'
18.8'
12'0.39%0.26%2:1MAX0.25%0.25%0.50%
2.00% 3.00% 4.02% 2.00%6.68% 2.00%
6.57% 2.00% 7.04%2.06% 4.02% 2.00%
7.50%2.00%
8.18% 12.37%
7.60% 11.78%
3.85% 5.65%
1.05%
2.88%0.85%0.85%0.34%0.34%4.76% 2.00%
3.24%
2.00%
3.00%2.25%
5.31% 2.00% 5.50% 2.00% 6.67%
6.65% 2.00%
2.00% 3.12%
6.10%
2.00%5.33%0.65%3.90%0.31%0.25%0.25%0.25%0.25%0.94%
0.25%0.27%0.25%0.25%0.18%
0.50%
6.00%1.75%2%0.36%0.25%4.80%
10'
12'
356.13 355.86
357.93
HP
356.78
356.16 355.81
355.53
358.01
356.17
357.08FS 355.70
GB 355.68
358.48
HP
358.68
357.96
358.48
355.55
357.71
358.54
355.78
358.53
355.83 355.73
355.75
355.49 357.33
2.07%
12.53%39.57%
2:1
MAX
2:1MAX2:1
MAX
WSE 353.80
355.24
355.04
354.80
345.80
20' 40' 20' 30' 20' 20'20' 30' 20'
FF 357.51
FS 357.38 FF 358.05FS 357.92 FF 358.24
FS 358.11
0.29%0.94%
356.55 356.92 357.39
FF 356.92FS 356.79 FF 357.30
FS 357.17 FF 357.79
FS 357.66 FF 358.34
FS 358.21
FF 358.66
FS 358.53 0.41%0.25%0.25%0.37%0.29%FF 357.05
FS 356.92
30' 30' 20' 20' 20' 20' 20' 30' 20' 40' 20' 30'
7.49% 2.00%
7.48% 2.00% 6.88% 2.00% 5.77% 2.00% 5.77% 2.00%
356.22 356.59 356.97 357.46
GB0.25%0.25%0.34%0.25%FF 358.70
FS 358.57
2.00%
357.75
HP
0.37%3.29% 0.25% 357.28
GB
0.25%0.25% 356.10
6.66%
23.5' PHASE 2PHASE 1 356.08
355.81 355.47
GB 355.75
0.55%0.70%
355.42
355.180.25%0.25%0.25%0.25%FS 356.15FS 355.44
FS 355.44
355.44
10'
10'
FS 355.63FS 355.62
345.80
1.17%1.00%48.79%2.04%0.25%FF 358.81
FS 358.68
HP
0.25%90.2'
40.2'
20'
2%
2%
11
12
12
13
0.25%2.06%
FF 356.44
FS 356.31
⅊
BLDG WALL
RIPRAP PER
C.O.B. STD. D-10
6'
6'
6'
6'6'
RIPRAP PER
C.O.B. STD. D-10
1
CONSTRUCTION NOTES
CONSTRUCT 6" CURB PER DETAIL 1.
CONSTRUCT 4" THICK PORTLAND CEMENT CONCRETE SIDEWALK WITH 6x6/10x10
WWM OVER 6" OF NATIVE SOIL COMPACTED TO 90% RELATIVE COMPACTION PER
ASTM D1557 . INSTALL TOOLED CONSTRUCTION JOINTS @ 5' O.C. EACH WAY WITH
EXPANSION JOINTS @ 20' O.C. CONTRACTOR SHALL FINISH THE CONCRETE SURFACE
WITH A MEDIUM BROOM FINISH PERPENDICULAR TO THE DIRECTION OF TRAVEL.
INSTALL TRUNCATED DOMES ALONG 0" CURB PER DETAIL 2.
PAINT 4" WHITE STRIPE.
CONSTRUCT CMU WALL. SEE WALL PLAN.
CONSTRUCT 6' CMU WALL PER KCDS R-77. SEE ARCHITECTURAL PLANS FOR ADD'L
WALL DETAILS.
WALL BETWEEN BUILDINGS. SEE ARCHITECTURAL PLANS.
INSTALL ADA SIGN PER DETAIL 3.
PAINT ADA SYMBOL PER DETAIL 4.
INSTALL PARKING BUMPER PER ARCHITECTURAL PLANS.
CONSTRUCT SUMP PER C.O.B. STD D-9.
CONSTRUCT CHAIN-LINK FENCE PER C.O.B. STD D-12.
CONSTRUCT CHAIN-LINK GATE PER C.O.B. STD D-13.
*SEE DETAILS ON SHEET C-2.5 AND STANDARDS ON SHEET C-2.6.
2
7
8
9
3
4
5
10
11
6
12
13 DYH
G
SD
S
W
LEGEND
PROPOSED CURB INLET (SEE STREET PLAN)
PROPOSED FIRE HYDRANT (SEE UTILITY PLAN)
PROPOSED MANHOLE (SEE SEWER & STREET PLAN)
PROPOSED STREET LIGHT (SEE STREET PLAN)
PROPOSED STREET SIGN (SEE STREET PLAN)
PROPOSED WATER METER (SEE UTILITY PLAN)
BUILDING NUMBER
W
BOUNDARY/PROPERTY LINE
EXISTING OVERHEAD ELECTRIC LINE
EXISTING CONTOUR
EXISTING GAS
EXISTING STORM DRAIN
EXISTING SEWER
EXISTING WATER
NEW WATER (SEE UTILITY PLAN)
NEW SANITARY SEWER (SEE UTILITY PLAN)
NEW STORM DRAIN
RIGHT-OF-WAY
281
OHE
W8
S8
D12
℄CENTERLINE
FF FINISHED FLOOR
FLOWLINE
FS FINISHED SURFACE
GB GRADE BREAK
LP LOW POINT
ROW RIGHT-OF-WAY
TC TOP OF CURB
TG TOP OF GRATE
1
0'
GRAPHIC SCALE
( IN FEET )
20' 20'10' 10'
1 inch = 20 ft.
0'
LEGEND (HATCH)
4" P.C.C. OVER 6" NATIVE SOIL
5" P.C.C. OVER 6" NATIVE SOIL
G
C-2.5
MATCH LINE SEE SHEET C-2.1
MATCH LINE SEE SHEET C-2.2SCALESHEET DESCRIPTION:REV.CAD FILE:DATEREV.DESCRIPTIONREVISIONSBYDRAFTER:Date SHT.OFCHECKED BY:DESIGNED BY:PROJECT MANAGER:PROJECT NUMBER:ENGINEERING, INC.6205 District Blvd.Bakersfield, CA. 93313REGISTERED PROFESSIONAL E NGIN E ER
S TATE OF CALIFORNIAGREGORY O'NEAL BLACKC-53952VICLICITY RECORDS NO.DERREL'S MINI STORAGE #83CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIAGRADING AND DRAINAGE PLANGRADING PERMIT #23-4000037AS SHOWN6.9-483 10/09/202340849MASGOBMAS10/09/2023101/22/24REMOVE UNDRGRND SD & RELOCATE SUMPMAS40849_BERKSHIRE_DMS GRADING PLANKCJAGENCY REVIEWISSUED FORTRACT 7322
(NOT A PART)
TRACT 7433
(NOT A PART)
SUMP SIZING CALCULATIONS
C = 0.90
A = 11.81
V = 0.15*0.90*11.81 = 1.59 AC-FT REQUIRED
VOLUME PROVIDED-PRISMOIDAL FORMULA
V = (1/6)*(Abottom + 4*Amiddle + A top)*depth
Abottom= 5,632 SF
Amiddle= 8,723 SF
Atop= 12,225 SF
depth= 8.0 Feet
V = 70,332 ft 3
V = 1.61 AC-FT PROVIDED
SUMP STATISTICS
SUMP BOTTOM = 345.80
LOWEST TOP OF SUMP = 354.80
WATER SURF. ELEV.= 353.80
MAX. WATER DEPTH = 8.0'
STORM DRAIN SUMP
WATER SURF. ELEV.= 353.80
20' WIDE EMERGENCY
ACCESS GATE WITH KNOX
BOX PER BFD APPROVAL;FINAL APPROVAL REQUIRED
PRIOR TO INSTALLATION.
CONTRACTOR SHALL
REMOVE 4' WIDE X 1 CMU
HEIGHT OF WALL AT
FINISHED SURFACE TO
ALLOW FOR EMERGENCY
OVERFLOW DRAINAGE
NOTE:
ALL DERREL'S MINI STORAGE
SITE RUNOFF SHALL BE
RETAINED ON-SITE AND
THERE SHALL NOT BE ANY
CROSS-LOT DRAINAGE.
1
23-40000037
02/02/24
10+00
FF 356.97
FS 356.84
FF 357.35
FS 357.22
FF 357.02
FS 356.89
FF 357.37
FS 357.24
FF 356.87
FS 356.74
FF 357.23
FS 357.10
FF 356.88
FS 356.75
FF 357.24
FS 357.11
FF 356.95
FS 356.82
FF 357.43FS 357.30
5' OX-LIMITS
(TYP.)
20' 10' 10' 25' 10' 10' 20'17.7' 17.8' 20'356.0355.5355.5
355.0
355.0356.0356.5355.5356.5357.0355.5DYH
W8W8W8W8W8W8W8W80.25%0.25%0.36%0.01%0.07%0.25%0.25%0.25%0.25%0.17%0.17%0.25%0.25%0.17%0.20%0.25%0.25%0.20%0.20%4.50%
4.33%
2.00%
2.00%
3.13%
3.13%
2.00%
2.27%
2.00%
2.00%
3.16%
2.00%3.13%2.00% 2.68%0.20% 356.14 356.44
357.22
357.22 356.77
FF 357.33
FS 357.20 FS (357.19)
FS (???)
FF 356.90FS 356.77
FF 357.42
FS 357.29
FF 357.36
FS 357.23
FS (356.94)
356.75
356.80
356.41
356.47
FS (357.53)
356.64
356.69
356.53
356.58
356.34
356.63
356.91
356.91
356.73
356.80
0.20%0.20% 357.02 0.25%0.25%VANNO PARKINGNOPARKINGWATER FEATURE
±1,200 S.F.
WV
S S15 S15 S15 S15 S15 S15 S15
G G G G G G G G G G
//W12 W12 W12 W12
W1
2
FS 356.53
FS 356.56
FF 357.71
FS 357.58
FF 357.59
FS 357.46
FF 357.80
FS 357.67
FF 357.80
FS 357.67
357.38 357.26
60.3'
4.5'57.9'17.8'20'
6.8'
7.5'
9'25.9'LS
LS
FS 357.90
5'
12.7' 5' 9'
10
(TYP.)
5'
3'
8.3'
1
9'
8'
9'
5'
30'
1
9
8
LS
LS
2
6
1.8%
MAX
1.8%MAX1.8%
MAX
1.8%
MAX
2
1
9' TYP.
20'
LS
LS
1
3'
5
20'12.3' 20.9'
BERKSHIRE RD (SEE STREET PLAN)356.0355.5355.
0
35
4
.
5 355.0355.5356.0356.0355.5355.0354.5354.0355.0
6
7
FF 357.90
1.8% MAX
W1.5W1.5W1.5W1.
5 DYH
W8W8W8W8W8W8W8W8S4S4W137.3'
26'7.5'24' 5'
30.2'
11.5'
FF 357.90 0.07%0.17%0.25%0.75%2.37%0.20%0.20%0.20%0.25%1.22%0.25%0.25%1.41%2.00%3.12%
3.08% 0.20%0.25%
1.73%
2.00%
1.53%
1.92%1.14%4.11%0.34%2.00%
1.47%1.77%
0.50%
1.20%
FS 357.43
GB 357.31 356.96 357.38
TC 358.54
FS 358.04 TC 358.43
FS 357.93
TC 358.37
FS 357.87
TC 358.24
FS 357.74
TC 358.85FS 358.35
TC 358.85
FS 358.35
TC 358.17
FS 357.67
GB
TC 358.17
FS 357.67
GB
357.52
357.57
TC 358.16
FS 357.66
TC 358.40
FS 357.90 TC 358.28
FS 357.78
TC 358.23
FS 357.73
TC 358.40
FS 357.90
TC 358.40
FS 357.90 TC 358.17FS 357.67
TC 358.17
FS 357.67
TC 358.40
FS 357.90
TC 358.34
FS 357.84
TC 358.29
FS 357.79
TC 357.91
FS 357.41
TC 357.83
FS 357.33
TC 357.86
FS 357.36
TC 358.24
FS 357.74
TC 358.27
FS 357.77
TC 358.26
FS 357.76
FS 357.76
TC 358.11
FS 357.61
TC 357.94
FS 357.44
TC 357.98
FS 357.48
TC 358.06
FS 357.56
TC 358.06
FS 357.56 TC 357.96
FS 357.46
TC 357.90
FS 357.40
TC 356.90
FS 356.40
TC 356.65
FS 356.15
TC 358.16
FS 357.66
HP
TC 358.04
FS 357.54 TC 358.41
FS 357.91
TC 358.32
FS 357.82
TC 357.95
FS 357.45
TC 357.80
357.30
TC 356.72
FS 356.22
FS 356.14TC 357.75
357.25
TC 357.70
357.20
FS (357.41)
FS 357.97
FS 357.97
FS (357.45)
FF 357.54
FS 357.41
FF 357.80
FS 357.67
357.16
FS (357.47)
FS (357.67)
TC 357.78
FS 357.28
TC 357.77
FS 357.27
TC 357.85
FS 357.35
TC 357.86
FS 357.36
TC 357.86
FS 357.36
FS (???)
356.92
357.06
TC 356.40
355.90
GB
TC 357.26
356.76
MATCH
357.400.25%8.05%TC 358.42
FS 357.92
HP
2.69%3
1
CONSTRUCTION NOTES
CONSTRUCT 6" CURB PER DETAIL 1.
CONSTRUCT 4" THICK PORTLAND CEMENT CONCRETE SIDEWALK WITH 6x6/10x10
WWM OVER 6" OF NATIVE SOIL COMPACTED TO 90% RELATIVE COMPACTION PER
ASTM D1557 . INSTALL TOOLED CONSTRUCTION JOINTS @ 5' O.C. EACH WAY WITH
EXPANSION JOINTS @ 20' O.C. CONTRACTOR SHALL FINISH THE CONCRETE SURFACE
WITH A MEDIUM BROOM FINISH PERPENDICULAR TO THE DIRECTION OF TRAVEL.
INSTALL TRUNCATED DOMES ALONG 0" CURB PER DETAIL 2.
PAINT 4" WHITE STRIPE.
CONSTRUCT CMU WALL. SEE WALL PLAN.
CONSTRUCT 6' CMU WALL PER KCDS R-77. SEE ARCHITECTURAL PLANS FOR ADD'L
WALL DETAILS.
WALL BETWEEN BUILDINGS. SEE ARCHITECTURAL PLANS.
INSTALL ADA SIGN PER DETAIL 3.
PAINT ADA SYMBOL PER DETAIL 4.
INSTALL PARKING BUMPER PER ARCHITECTURAL PLANS.
CONSTRUCT SUMP PER C.O.B. STD D-9.
CONSTRUCT CHAIN-LINK FENCE PER C.O.B. STD D-12.
CONSTRUCT CHAIN-LINK GATE PER C.O.B. STD D-13.
*SEE DETAILS ON SHEET C-2.5 AND STANDARDS ON SHEET C-2.6.
2
7
8
9
3
4
5
10
11
6
12
13 DYH
G
SD
S
W
LEGEND
PROPOSED CURB INLET (SEE STREET PLAN)
PROPOSED FIRE HYDRANT (SEE UTILITY PLAN)
PROPOSED MANHOLE (SEE SEWER & STREET PLAN)
PROPOSED STREET LIGHT (SEE STREET PLAN)
PROPOSED STREET SIGN (SEE STREET PLAN)
PROPOSED WATER METER (SEE UTILITY PLAN)
BUILDING NUMBER
W
BOUNDARY/PROPERTY LINE
EXISTING OVERHEAD ELECTRIC LINE
EXISTING CONTOUR
EXISTING GAS
EXISTING STORM DRAIN
EXISTING SEWER
EXISTING WATER
NEW WATER (SEE UTILITY PLAN)
NEW SANITARY SEWER (SEE UTILITY PLAN)
NEW STORM DRAIN
RIGHT-OF-WAY
281
OHE
W8
S8
D12
℄CENTERLINE
FF FINISHED FLOOR
FLOWLINE
FS FINISHED SURFACE
GB GRADE BREAK
LP LOW POINT
ROW RIGHT-OF-WAY
TC TOP OF CURB
TG TOP OF GRATE
1
0'
GRAPHIC SCALE
( IN FEET )
20' 20'10' 10'
1 inch = 20 ft.
0'
F
C-2.5
MATCH LINE
SEE SHEET C-2.2
MATCH LINE
SEE RIGHT
MATCH LINE - SEE LEFT
LEGEND (HATCH)
4" P.C.C. OVER 6" NATIVE SOIL
5" P.C.C. OVER 6" NATIVE SOIL
TRASH ENCLOSURE - SEE
ARCHITECTURAL PLANS
1
TRACT 7433
(PER SEPARATE PERMIT)
TRACT 7433
(PER SEPARATE PERMIT)
E
C-2.5 SCALESHEET DESCRIPTION:REV.CAD FILE:DATEREV.DESCRIPTIONREVISIONSBYDRAFTER:Date SHT.OFCHECKED BY:DESIGNED BY:PROJECT MANAGER:PROJECT NUMBER:ENGINEERING, INC.6205 District Blvd.Bakersfield, CA. 93313REGISTERED PROFESSIONAL E NGIN E ER
S TATE OF CALIFORNIAGREGORY O'NEAL BLACKC-53952VICLICITY RECORDS NO.DERREL'S MINI STORAGE #83CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIAGRADING AND DRAINAGE PLANGRADING PERMIT #23-4000037AS SHOWN6.9-483 10/09/202340849MASGOBMAS10/09/2023101/22/24REMOVE UNDRGRND SD & RELOCATE SUMPMAS40849_BERKSHIRE_DMS GRADING PLANKCJAGENCY REVIEWISSUED FORKERN ISLAND CANALSOUTH H STREETKERN ISLAND CANALEASTERN BOUNDARY OF KERN
ISLAND CANAL EASEMENT
TRACT 7433
(PER SEPARATE PERMIT)
F
C-2.5E
C-2.5
ROW
PEDESTRIAN WALKWAY EASEMET
PER PARCEL MAP TO BE RECORDED.CANAL ACCESS
TO REMAIN
20' WIDE EMERGENCY
ACCESS GATE WITH KNOX
BOX PER BFD APPROVAL;
FINAL APPROVAL REQUIRED
PRIOR TO INSTALLATION.
1
1
1
23-40000037
02/02/24
9"
20' 10'10' KERN ISLAND CANAL(NOT PART OF PERMIT)
6% MAX2% MIN 6% MAX
2% MIN
⅊
1.5"
1.5"1.5"
1.5"
6" MIN
ROOFDRAINAGE
FINISHED FLOOR
FINISHED FLOOR
EASTERN BOUNDARY OF KERN ISLAND CANAL EASEMENT
FINISHED
SURFACE
FINISHED
SURFACE
9"
20'
10'10'
KERN ISLAND CANAL(NOT PART OF PERMIT)
6% MAX2% MIN
6% MAX
2% MIN
ROOFDRAINAGE
1.5"
1.5"1.5"
1.5"6" MIN
⅊
FINISHED FLOOR FINISHED FLOOR
EASTERN BOUNDARY OF KERN ISLAND CANAL EASEMENT
FINISHEDSURFACE FINISHEDSURFACE
CONTRACTOR MAY CREATE 5' WIDESWALE AT 5% MIN. AND 2:1 MAX.TO PROVIDE ADEQUATE DRAINAGEAWAY FROM STORAGE BUILDINGS.
CANAL ACCESS ROAD SHALL NOT BE
AFFECTED IN ANY WAY.
17.75'17.75'
20'
9"
⅊
TRACT 7433
(PER SEPARATE PERMIT)
6% MAX
2% MIN
6% MAX2% MIN
ROOF
DRAINAGE
1.5"1.5"6" MIN
1.5"
1.5"
FINISHEDFLOOR
FINISHED FLOOR OFTRACT 7433
(PER SEPARATE PERMIT)
FINISHED FLOOR FINISHEDSURFACE FINISHEDSURFACE
Scale: N.T.S.
6" CURB1
2% MAX.
12"
-INSTALL 1/2" EXPANSION JOINT @ 20' o.c.
-WEAKENED PLANE JOINTS @ 5' o.c.
-JOINTS IN ADJACENT SIDEWALKS SHALL MATCH
PAVEMENT
SECTION PER
PLAN
COMPACTED NATIVE PERSOILS REPORT
SIDEWALK (SHOWN) OR
LANDSCAPING 6"112"
6"
6" CONCRETE CURB
R=12"6" 4,000 PSI P.C.C.
30' 21.7' 20' 1.5"
1.5"6"MIN
6% MAX
2% MIN
6% MAX2% MIN
⅊
1.5"
1.5"9"
ARVIN-EDISON CANAL
(NOT PART OF PERMIT)ROOFDRAINAGE
FINISHEDFLOOR
FINISHEDFLOOR
FINISHED
SURFACE FINISHEDSURFACE
2% MIN
⅊
9"
6"
Scale: 1":1'
TYP. CROSS-SECTION @ D
5' MINDERREL'S MINI STORAGETRACT 7433FINISHED FLOOR OF STORAGE
BUILDING
STORAGE BUILDING WALL
FINISHED SURFACE
Scale: NT.S.
ACCESSIBLE PARKING SIGN3
MINIMUM FINE
$250.00
VAN
ACCESSIBLE
LOCATE VAN SIGN BELOW STANDARD SIGN
STATING "VAN ACCESSIBLE"
(WHERE OCCURS, SEE PLAN)
70 SQ. IN.
REFLECTORIZED PROCELAIN SIGN
WHITE FIGURE AS SHOWN, BLUE
BACKGROUND COLOR 15090PER FS 595B
6'-8" MIN.2'-0" MIN.2'-6" MIN.2"Ø GALV. STEEL STD. PIPE
8"Ø CONCRETE FOOTING
ADJACENT GRADE
Scale: N.T.S.
ACCESSIBLE SYMBOL4
WHITE PAINTED SYMBOL
BLUE PAINTED BACKGROUNDCOLOR 15090 PER FS 595B
NOTE: THE SIGN IS TO BE CENTERED AT
THE INTERIOR END OF PARKING STALLR212"2" TYP.3"2'-612"212"R8"7"3"4"11"2"TYP.3'
512"
4"
4"
1"
6"
3"
1"
512"
10' 10' 30'
⅊
6% MAX
2% MIN6% MAX2% MIN
1.5"
1.5"6" MIN
ROOF
DRAINAGE
⅊
1.5"
1.5"
9"
TRACT 7322
(PER SEPARATE PERMIT)
FINISHED
FLOOR
FINISHED
SURFACE
FINISHED FLOOR
FINISHEDSURFACE
HORIZ: 1"=10'
TYP. CROSS-SECTION @ A
VERT: 1"=2'
⅊
HORIZ: 1"=10'
NOT USEDC
VERT: 1"=2'
HORIZ: 1"=10'
TYP. CROSS-SECTION @ E
VERT: 1"=2'
⅊
HORIZ: 1"=10'
TYP. CROSS-SECTION @ F
VERT: 1"=2'
⅊
HORIZ: 1"=10'
TYP. CROSS-SECTION @ B
VERT: 1"=2'
⅊⅊SCALESHEET DESCRIPTION:REV.CAD FILE:DATEREV.DESCRIPTIONREVISIONSBYDRAFTER:Date SHT.OFCHECKED BY:DESIGNED BY:PROJECT MANAGER:PROJECT NUMBER:ENGINEERING, INC.6205 District Blvd.Bakersfield, CA. 93313REGISTERED PROFESSIONAL E NGIN E ER
S TATE OF CALIFORNIAGREGORY O'NEAL BLACKC-53952VICLICITY RECORDS NO.DERREL'S MINI STORAGE #83CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIAGRADING AND DRAINAGE PLANGRADING PERMIT #23-4000037AS SHOWN6.9-483 10/09/202340849MASGOBMAS10/09/2023101/22/24REMOVE UNDRGRND SD & RELOCATE SUMPMAS40849_BERKSHIRE_DMS GRADING PLANKCJAGENCY REVIEWISSUED FORHORIZ: 1"=10'
TYP. CROSS-SECTION @ G
VERT: 1"=2'
⅊
NOTES:
1. ALL DRAINAGE WILL BE RETAINED ONSITE AND THERE WILL BE NO CROSS LOT DRAINAGE
ONTO THE ADJACENT PROPERTIES OR THE CANAL.
2. MINIMUM AND MAXIMUM SLOPES SHOWN HEREON ARE TYPICAL. SEE PLAN FORACTUAL SLOPES.
Scale: N.T.S.
RAISED TRUNCATED DOMES2
A
SURFACE MOUNTED TRUNCATED DOMES
DESCRIPTION OF WORK
A. A BRIEF DESCRIPTION OF WORK IS AS FOLLOWS:
1. TRUNCATED-DOMES AT CURB RAMPS (ANY CURB RAMP AND THE PATH LEADING ACROSS VEHICULAR TRAFFIC SHALL
HAVE TRUNCATED-DOMES).
QUALITY ASSURANCE A. A.D.A. COMPLIANCE: PARKING SPACES FOR THE DISABLED SHALL BE MARKED ACCORDING TO 2019 C.B.C. SECTION 11B.502.TACTILE WARNING LINES SHALL BE IN COMPLIANCE TO 2019 C.B.C. SECTION 11B.705.
TRUNCATED IN-LINE DOMES AT ALL CURB RAMPS AND OTHER DESIGNATED LOCATIONS
A. DOME GEOMETRY: IN ACCORDANCE WITH A.D.A. REGULATIONS; PART 1 - 4.29 AND CALIFORNIA TITLE 24 RAISED
TRUNCATED DOMES WITH A DIAMETER OF 0.9", HEIGHT OF NOMINAL 0.2", AND CENTER-TO-CENTER SPACING OF 2.35".
B. PANEL DIMENSIONS: A 36" WIDE X 12" MINIMUM PANEL AT THE BOTTOM OF A CURB RAMP IS REQUIRED. INSTALLATION
SHALL BE RECESSED.
C. MATERIAL: A HOMOGENOUS GLASS AND CARBON REINFORCED COMPOSITION SHALL BE COLORFAST AND UV STABLE.
PANEL COLOR SHALL BE UNIFORM THROUGHOUT THE PANEL. COMPOSITE PRODUCTS WITH PAINT COATINGS OR UV
COATINGS ARE UNACCEPTABLE.D. INSTALLATION: TACTILE PANELS SHALL BE ADHERED TO RECESSED CONCRETE WITH EITHER THIN-SET MORTAR OR ONECOMPONENT STRUCTURAL URETHANE ADHESIVE. ADHESIVE COLOR SHALL MATCH PANEL. PANELS SHALL ALSO BE
ATTACHED WITH MECHANICAL ANCHORS. FASTENERS SHALL BE ¼" X 1-5/8" COMPOSITE SLEEVE ANCHOR WITH STAINLESSSTEEL PINS. FASTENER COLOR SHALL MATCH PANEL.1. ADHESIVE: SONOBORN NP1, SIKAFLEX 1.E. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS OF BY THE FOLLOWINGMANUFACTURER. THE ARCHITECT AS DELINEATED IN DIVISION O BID AND AGREEMENT DOCUMENTS MUST REVIEW OTHERMANUFACTURERS.
1. A.D.A. TACTILE SYSTEMS
2. A.D.A. SOLUTIONS, INC.
3. ARMOR TILE OR APPROVED EQUAL.
F. REQUIREMENTS: RESULTS A.S.T.M.
COMPRESSIVE STRENGTH23,800 PSI D 695
FLEXURAL STRENGTH 24,600 PSI D 790
WATER ABSORPTION .13% @ 2 WEEKS D 570SLIP RESISTANCE EXCEEDS 0.80 WET OR DRYC 1028FLAME SPREAD INDEX 15 E 84SMOKE DEVELOPED 145 E 84
SALT SPRAY NO CHANGE (120 HOURS)B 117
CHEMICAL STAIN NO DETERIORATION 1308ABRASIVE RESISTANCE 564 C 501
ACCELERATED WEATHERINGNO CHANGE (3,000 HOURS)G 26
TENSILE STRENGTH 12,100 PSI D 638
ROCKWELL HARDNESS 122 D 755
FREEZE/THAW/HEAT NO DISINTEGRATION C 1026
COLOR: YELLOW
INSTALL PAVERS SO THATDETECTABLE WARNING SURFACEIS FLUSH WITH SIDEWALK SURFACE
CONCRETESIDEWALK
PLACEMENT DETAIL
SECTION A
NOT TO SCALE
0.2"0.45"-0.47" TOPDIAMETER
0.9"-0.92" BASE
DIAMETER
36"PER SITE PLAN
FULL LENGTH OF STRIPE
ZONE/0" CURB 2.3"-2.4"(NOMINAL)2.3"-2.4"
(NOMINAL)
CONTRACTOR MAY CREATE 5' WIDE SWALEAT 5% MIN. AND 2:1 MAX. TO PROVIDEADEQUATE DRAINAGE AWAY FROMSTORAGE BUILDINGS.
1
1
1
1
23-40000037
02/02/24
SCALESHEET DESCRIPTION:REV.CAD FILE:DATEREV.DESCRIPTIONREVISIONSBYDRAFTER:Date SHT.OFCHECKED BY:DESIGNED BY:PROJECT MANAGER:PROJECT NUMBER:ENGINEERING, INC.6205 District Blvd.Bakersfield, CA. 93313REGISTERED PROFESSIONAL E NGIN E ER
S TATE OF CALIFORNIAGREGORY O'NEAL BLACKC-53952VICLICITY RECORDS NO.DERREL'S MINI STORAGE #83CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIAGRADING AND DRAINAGE PLANGRADING PERMIT #23-4000037AS SHOWN6.9-483 10/09/202340849MASGOBMAS10/09/2023112/19/23REMOVE UNDRGRND SD & RELOCATE SUMPMAS40849_BERKSHIRE_DMS GRADING PLANKCJAGENCY REVIEWISSUED FOR23-40000037
02/02/24
VANNO PARKINGNOPARKING2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
2-CARGARAGE
WV FL355.12 FL/BCR
354.96
FL355.0
0
FL
35
5
.
0
0
W8
S15 S15 S15
G G G G G G G G G G
W12PBPBPBPB
℄ BERKSHIRE RD
W8 W8 W8
D24 D24
S8S8S8 S8
S8D24D24W8W8W8S8 S8
W8 W8 W8DYH
DYH
DYH DYHDYHDYHDYHDYHDYHDYH
W8W8W8W8W8W8W8W8W8 W8
W8W8W8W8 W8 W8
W8TRACT 7433
(NOT A PART)
0'
GRAPHIC SCALE
( IN FEET )
60' 60'30' 30'
1 inch = 60 ft.SCALESHEET DESCRIPTION:REV.CAD FILE:DATEREV.DESCRIPTIONREVISIONSBYDRAFTER:Date SHT.OFCHECKED BY:DESIGNED BY:PROJECT MANAGER:PROJECT NUMBER:ENGINEERING, INC.6205 District Blvd.Bakersfield, CA. 93313REGISTERED PROFESSIONAL E NGIN E ER
S TATE OF CALIFORNIAGREGORY O'NEAL BLACKC-53952VICLICITY RECORDS NO.DERREL'S MINI STORAGE #83CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIAGRADING AND DRAINAGE PLANGRADING PERMIT #23-4000037AS SHOWN6.9-483 10/09/202340849MASGOBMAS10/09/2023101/22/24REMOVE UNDRGRND SD & RELOCATE SUMPMAS40849_BERKSHIRE_DMS GRADING PLANKCJAGENCY REVIEWISSUED FOREROSION CONTROL NOTES
1. IN CASE OF EMERGENCY, CALL ERIK HAROLDSEN (559) 352-8653.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE
AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY
MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED ATCONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF
TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
3. EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED
WITHOUT THE APPROVAL OF THE BUILDING OFFICIAL.
4. ALL REMOVABLE EROSION PROTECTIVE DEVICES SHALL BE IN PLACE AT
THE END OF EACH WORKING DAY WHEN THE 5-DAY RAIN PROBABILITY
FORECAST EXCEEDS 40%.
5. AFTER A RAINSTORM ALL SILT AND DEBRIS SHALL BE REMOVED FROM
STREETS, CHECK BERMS AND BASINS.
6. GRADED AREAS ON THE PERMITTED AREA PERIMETER MUST DRAIN
AWAY FROM THE FACE OF SLOPES AT THE CONCLUSION OF EACH
WORKING DAY. DRAINAGE TO BE DIRECTED TOWARD DE-SILTING
FACILITIES.
7. THE PERMITTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL
TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO
AREAS WHERE IMPOUNDED WATER CREATED A HAZARDOUS
CONDITION.
8. THE UNDERSIGNED CIVIL ENGINEER SHALL INSPECT THE EROSION
CONTROL WORK AND ENSURE THAT THE WORK IS IN ACCORDANCE
WITH THE APPROVED PLANS.
EROSION LEGEND
INSTALL FILTER FABRIC INLET PROTECTION OVER INLETS IN
ACCORDANCE WITH BMP SE-10, SEE BMP "A" ON SHEET C4.
CONSTRUCT MATERIALS STORAGE AREA IN ACCORDANCE WITH BMP FACTS
SHEET WM-1, SEE BMP "E" ON SHEET C4.
STABILIZED CONSTRUCTION ENTRY/EXIT POINT IN ACCORDANCE WITH BMP
FACTS SHEET TC-1, SEE BMP "C" ON SHEET C4.
CONSTRUCT CONCRETE WASH OUT AREA. SEE BMP "F" ON SHEET C4.
CONSTRUCT SANITARY WASTE MANAGEMENT AREA IN ACCORDANCE WITHBMP FACTS SHEET WM-9.
CONSTRUCT SILT FENCE IN ACCORDANCE WITH BMP FACTS
SHEET SE-1. SEE BMP "H" ON SHEET C4. FIBER ROLLS PER SE5 MAY BE USED
ALTERNATIVELY.
CURRENT DIRECTION OF STORMWATER FLOW
CONSTRUCT VEHICLE/EQUIPMENT REFUELING AREA IN ACCORDANCE WITH
BMP FACTS SHEET NS-9, SEE BMP "G" ON SHEET C4.
DESILTING/RETENTION BASIN IN ACCORDANCE WITH BMP FACTS SHEET SE-2.
CONSTRUCT VEHICLE/EQUIPMENT MAINTENANCE AREA IN ACCORDANCE
WITH BMP FACTS SHEET NS-10, SEE BMP "B" ON SHEET C4.
SE1
SE2
SE10
TC1
WM1
WM8
WM9
NS-9
NS-10
SPEED LIMIT SIGN: 15 MPHA
INSTALL FIBER ROLL IN ACCORDANCE WITH BMP FACTS SHEET SE-5. SEE BMP
"I" ON SHEET C4. SILT FENCE PER SE1 MAY BE USED ALTERNATIVELY.SE5
NS9
NS10
WM1
WM8
WM9
SE1
A
SE1
SE1
TC1
SE1
TRACT 7322
(NOT A PART)
SE2
1
23-40000037
02/02/24
SCALESHEET DESCRIPTION:REV.CAD FILE:DATEREV.DESCRIPTIONREVISIONSBYDRAFTER:Date SHT.OFCHECKED BY:DESIGNED BY:PROJECT MANAGER:PROJECT NUMBER:ENGINEERING, INC.6205 District Blvd.Bakersfield, CA. 93313REGISTERED PROFESSIONAL E NGIN E ER
S TATE OF CALIFORNIAGREGORY O'NEAL BLACKC-53952VICLICITY RECORDS NO.DERREL'S MINI STORAGE #83CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIAGRADING AND DRAINAGE PLANGRADING PERMIT #23-4000037AS SHOWN6.9-483 10/09/202340849MASGOBMAS10/09/2023112/19/23REMOVE UNDRGRND SD & RELOCATE SUMPMAS40849_BERKSHIRE_DMS GRADING PLANKCJAGENCY REVIEWISSUED FOR1. Fueling shall be performed in a designated area, away from drainage courses.
2. Absorbent cleanup material shall be on site and used immediately in the event of a spill.
Notes :
Bermed Containment Area
Impervious
Surface/Lining
SANDBAGS/GRAVEL BAGS
PLACED TIGHTLY TOGETHER
ALL AROUND MATERIAL
1. Dirt and other construction related materials placed in the street or on other impervious surfaces must be contained with
sandbags or other measures to prevent transport to the stormdrain system.
2.Any construction material stored or stockpiled on-site shall be protected from being transported by the force of wind or
water.
1. Soil/Slope stabilization practices shall be designed to preserve existing vegetation where feasible and to revegetate open
areas as soon as feasible after grading. These control practices shall include temporary seeding, permanent seeding, mulching,
sod stabilization, vegetative buffer strips, protection of trees, or other soil stabilization practices.
2. Soil stabilization shall be implemented onall inactive disturbed areas from November 1 thru April 15 and onall disturbed
areas during a rain event or potential rain.
3. Stabilization practices shall control/prevent erosion from the forces of wind and water.
4. Stabilization practices shall be implemented in conjunction with sediment trapping/filtering practices and practices to reduce
the tracking of sediment onto paved roads.
5. When using straw mulching, the minimum application shall be 2 tons/acre. Mulch must be anchored immediately to minimize
loss by wind or water.
6. When using hydroseeding/mulching, the minimum application of wood fiber shall be 1,500 lbs/acre, that does not contain
more than 50 percent newsprint.
7. For seeding recommendations, contact: USDA, Natural Resources Conservation Service at 5000 California Avenue, Bakersfield,
CA 93309-0725. Phone: (661) 336-0967.
Notes:
10.
Notes:
Stockpiled Material
BEST MANAGEMENT PRACTICES (BMP's)
a. Identify potential pollutant sources and include the design and placement of BMP's to effectively prohibit the
entry of pollutants from the construction site into and onto the street and storm drain system during
construction.
b. Be kept on site and amended to reflect changing conditions throughout the coarse of construction.
c. Be kept up to date. Any additional updates requested by agency representative are to be made immediately.
6.
7.
9.
8.
4.
5.
2.
3.
1.
General Notes
1. Excess and waste concrete shall not be washed into the street or into a drainage system.
2. For washout of concrete and mortar products, a designated containment facility of sufficient capacity to retain liquid and
solid waste shall be provided on site.
3. Slurry from concrete and asphalt saw cutting shall be vacuumed or contained, dried, picked up and disposed of properly.
Absorbent Cleanup
Material
Notes:
CONCRETE
WASHOUT
AREA
Bermed Containment
Area
Notes:
Containment Area
1. Leaking vehicles and equipment shall not be allowed on-site. Equipment and vehicles shall be inspected frequently for
leaks and shall be repaired immediately. Clean up spills and leaks promptly with absorbent materials; do not flush with
water.
2. Vehicles and equipment shall be maintained, and repaired on-site only in designated areas. Prevent run-on and run-off
from designated areas. Containment devices shall be provided and areas shall be covered if necessary.
3. Designate on-site vehicle and equipment maintenance areas, away from storm drain inlets and watercourses.
4. Always use secondary containment, such as a drain pan or drop cloth, to catch spills and leaks when removing or changing
fluids.
5. Legally dispose of used oils, fluids, and lubricants.
6. Provide spill containment dikes or secondary containment around stored oil, fuel, and chemical drums.
7. Maintain an adequate supply of absorbent spill cleanup materials in designated area.
Notes:
USEDANTI-FREEZE
Absorbent
Cleanup
Material
USED
OIL
1. Sediments and other materials shall not be tracked from the site by vehicle traffic. The construction entrance roadways
shall be stabilized so as to prevent sediments from being deposited into the public roads. Depositions must be swept up
immediately and may not be washed down by rain or other means into the storm drain system.
2. Stabilized construction entrance shall be:
2.a. Located at any point where traffic will be entering or leaving a construction site to or from a public right of way,
street, alley, and sidewalk or parking area.
2.b. A series of steel plates with "rumble strips", and/or min 4" coarse aggregate with length, width & thickness as
needed to adequatly prevent any tracking onto paved surfaces.
3. Adding a wash rack with a sediment trap large enough to collect all wash water can greatly improve efficiency.
4. All vehicles accessing the construction site shall utilize the stabilized construction entrance sites.
1. Remove all sediment deposited on paved roadways immediately.
2. Sweep paved areas that receive construction traffic whenever sediment becomes visible.
3. Pavement washing with water is prohibited if it results in a discharge to the storm drain system.HARD SURFACEPUBLIC ROADA series of Steel Plates (3 or more)with
Rumble Strips or min 4" coarse aggregate.
Length as needed
to prevent tracking
26'
24'
22'
Turn last 6' of
fence up-slope
Maximum
width=500'
Maximum tributary
area .25 acre/100ft
of fence.100'Maximum
slope length
Silt fence constructed
along level contour
Filter fabric
2"X2" wooden
post @ 10'
o.c.(max)
6" min.18"
6"
min.
Compacted
backfill
Silt fence
Filter fabric
Flow
1. Construct the silt fence along a level contour.
2. Silt fences shall remain in place until the disturbed area is permanently stabilized.
3. Provide sufficient room for runoff to pond behind the fence and allow sediment removal equipment to pass between the
silt fence and toe of slope or other obstructions. About 1200 sq. ft. of ponding area shall be provided for every acre
draining to the fence.
4. Turn the ends of the filter fence uphill to prevent stormwater from flowing around the fence.
5. Leave an undisturbed or stabilized area immediately downslope from the fence.
6. Do not place in live stream or intermittently flowing channels.
7. When standard filter fabric is used, a wire mesh support fence shall be fastened securely to the upslope side of the posts
using heavy-duty (0.6 inch) wire staples at least 1.75 inches long, tie wires or hog rings.
8. Filter fabric shall be woven polypropylene geotextile with a minimum width of 36 inches and a minimum tensile strength
of 100 lb force.
9. Wood stakes shall be commercial quality lumber no less than 2 inch by 2 inch. Wood stakes shall be driven to a depth of
no less than 18 inches from surface.
Notes:
Typical contours(used for illustrationpurposes only)
All construction activity shall be performed in accordance with a Stormwater Pollution Prevention Plan (SWPPP) developed
and implemented in compliance with requirements of the Kern County Stormwater Management Program, National Pollution
Discharge Elimination System (NPDES) Permit.
Best Management Practices (BMP's) contained herein reflect minimum requirements. Alternate methods providing equal or
greater protection may be utilized. For additional BMP's refer to California Stormwater BMP Handbooks, available at
WWW.CABMPHANDBOOKS.COM.
The SWPPP shall:
Non-Stormwater discharges are prohibited from entering any storm drain system and/or street.
Discharges of pumped ground water require a discharge permit from the State of California Regional Water Quality Control
Board (RWQCB).
Pollutants shall be removed from stormwater discharges to the Maximum Extent Practicable (MEP) through design &
implementation of the SWPPP.
A standby crew for emergency work shall be available at all times during the rainy season (Nov. 1 to Apr. 15). Necessary
materials shall be available on site and stockpiled at convenient locations to facilitate rapid construction of emergency
devices when rain is imminent.
Portable sanitary facilities shall be located on relatively level ground away from traffic areas, drainage courses, and storm
drain inlets.
Employees, subcontractors and suppliers shall be educated on all BMP's including concrete waste storage and disposal
procedures.
Sediment control practices shall effectively prevent a net increase of sediment load in stormwater discharge.
B EQUIPMENT MAINTENANCE AREAS C STABILIZED CONSTRUCTION ENTRANCE
D EROSION CONTROL E MATERIAL STORAGE
F CONCRETE WASTE MANAGEMENT G VEHICLE / EQUIPMENT FUELING
H SILT FENCE
FUEL
1. Place along the toe, top, face, and at grade breaks of exposed and erodible slopes.
2. Place on the down-slope of exposed soil areas.
3. Place around temporary stockpiles.
4. Place along the perimeter of a project.
5. Slopes greater than 1:5 may require the use of 20 inch diameter fiber rolls at the top of slopes.
6. Fiber rolls shall be either prefabricated or rolled tubes of erosion control blankets with a minimum 8 inch diameter.
7. Slopes 1:4 or flatter require fiber rolls to be placed no more than 20 feet apart.
8. Slopes 1:4 to 1:2 require fiber rolls to be placed no more than 15 feet apart.
9. Slopes 1:2 or greater require fiber rolls to be placed no more than 10 feet apart.
10. Fiber rolls shall be placed in a 2 to 4 inch deep trench.
11. Wooden commercial grade stakes, 34" X34", shall be used to secure the fiber roll to the ground surface. Stakes shall be a
minimum length of 24 inches and driven a minimum of 12 inches.
12. A single-stake installation requires the stakes to be placed no more than 2 feet apart.
13. If more than one fiber roll is placed in a row, the rolls shall be overlapped, not abutted, a minimum of 1 foot.
Notes :
Fiber rolls
N.T.S.
TYPICAL FIBER ROLL INSTALLATION
ENTRENCHMENT DETAIL
N.T.S.12"min2"-4"
34"x 34" wood stakes
max 4 ft spacing
Fiber roll 8" min
Vertical spacing measured along
the face of the slope varies
between 10 ft and 20 ft4 ft max 4 ft max
Note: Install fiber roll along a
level contour.
Install a fiber roll near
slope where it
transitions into a
steeper slope
Slope varies
4 ft max 4 ft max
I FIBER ROLL
1. Catch Basin/Inlet protection shall be installed wherever there is a potential of stormwater or non-stormwater being discharged into
it.
2. Inlet protection is required along with other pollution prevention measures such as; erosion control, soil stabilization, and measures
to prevent tracking onto paved surfaces.
3. Modify inlet protection as needed to avoid creating traffic hazards.
4. Include inlet protection measures at hillside v-ditches and misc. drainage swales.
5. Inlet protection shall be inspected and accumulated sediments removed. Sediment shall be disposed of properly and in a manner
that assures that the sediment does not enter the storm drain system
6. Damaged bags shall be replaced immediately.
7. Additional sandbag sediment traps shall be placed at intervals as indicated on site plan.
A
Notes:
CATCH BASIN / INLET PROTECTION
Sandbags/Gravel bags to
overlap onto curb Catch Basin
Back of sidewalk
Back of curbCurb Inlet
Spillway *
Direction
of flow
Plan
* Spillway elevation shall
match top of curb
Sandbags/Gravel bags
stacked tightly
Sidewalk
Curb inlet
Spillway
D =
H =
L =
12"
8" Min.
36" Max.
L
Catch Basin
Section
D D
D
H
23-40000037
02/02/24
355.45
357.0
356.5356.0FS 355.90FS 356.06
FS 356.15 FS 355.96
FS 355.71FS 355.79
FS 355.99
FS 356.13
FS 356.25 FS 356.43
DYHW8W8W8W8 W8W8W8W8W8 W8 W8 W8 W8 W8 W8 W80.26%2:1MAX0.25%3.00% 4.02%2.00%6.68%0.27%0.25%1.75%2% 356.13 355.86
355.68
355.73
355.75
2.07%
1
2
3
CONCRETE SWALE
CONCRETE SWALE
12.53%12.53%39.57%
2:1
MAX
2:1MAX2:1
MAX
WSE 353.80
355.24
355.04
354.80
345.80
0.29%0.25% 356.10 356.08
355.81 355.75
0.55% 0.70%
355.42
355.18
FS 356.15FS 355.44
FS 355.44
355.44
FS 355.63FS 355.62
345.80
1.17%1.00%48.79%2.04%0.25%2%
2%
0.25%2.06%
FS 345.80
RIPRAP PER
C.O.B. STD. D-10
RIPRAP PER
C.O.B. STD. D-10
0'
GRAPHIC SCALE
( IN FEET )
20' 20'10' 10'
1 inch = 20 ft.
0'
STORM DRAIN NOTES
CONSTRUCT CHAIN-LINK FENCE PER
C.O.B. STD D-12.
CONSTRUCT CHAIN-LINK GATE PER
C.O.B. STD D-13.
CONSTRUCT SUMP PER C.O.B. STD D-9.
1
2
3 SCALESHEET DESCRIPTION:REV.CAD FILE:DATEREV.DESCRIPTIONREVISIONSBYDRAFTER:Date SHT.OFCHECKED BY:DESIGNED BY:PROJECT MANAGER:PROJECT NUMBER:ENGINEERING, INC.6205 District Blvd.Bakersfield, CA. 93313REGISTERED PROFESSIONAL E NGIN E ER
S TATE OF CALIFORNIAGREGORY O'NEAL BLACKC-53952VICLICITY RECORDS NO.DERREL'S MINI STORAGE #83CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIAGRADING AND DRAINAGE PLANGRADING PERMIT #23-4000037AS SHOWN6.9-483 10/09/202340849MASGOBMAS10/09/2023101/22/24REMOVE UNDRGRND SD & RELOCATE SUMPMAS40849_BERKSHIRE_DMS GRADING PLANKCJAGENCY REVIEWISSUED FORSUMP SIZING CALCULATIONS
C = 0.90
A = 11.81
V = 0.15*0.90*11.81 = 1.59 AC-FT REQUIRED
VOLUME PROVIDED-PRISMOIDAL FORMULA
V = (1/6)*(Abottom + 4*Amiddle + A top)*depth
Abottom= 5,632 SF
Amiddle= 8,723 SF
Atop= 12,225 SF
depth= 8.0 Feet
V = 70,332 ft 3
V = 1.61 AC-FT PROVIDED
SUMP STATISTICS
SUMP BOTTOM = 345.80
LOWEST TOP OF SUMP = 354.80
WATER SURF. ELEV.= 353.80
MAX. WATER DEPTH = 8.0'
1
23-40000037
02/02/24