HomeMy WebLinkAbout6.9-262CITY OF BAKERSFIELD COUNTY OF KERN CALIFORNIA
JOB NO.:
12041
15000 STOCKDALE HIGHWAY
Know what's PERMIT NUMBER: 15-40000071
ore you he GRADING PLAN as shown on this drawing is hereby approved,
Call before you dig. subject to any indicated corrections or additions. Approval by the Public
Works Department and Buildinq Devahmenl indicates approval only as
to design criteria used and ; nnfi to r.,r, erandards. Codes and
Ordinances Engineer,nr n,� ,,1, 1-1111- 1--1 ,i,,aI :hafloe responsible
GRADI N G PLAN
for accuracy of caiculdnrn m , � nrr ,r I , v ,4 submit a certified "as-
graded" plan after conlplehu, of the g,adu,g.
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APPROVED BYCJ
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DERREL'S
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STOCKDALE
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PROJECT
GRADING NOTES GRADING NOTES (CONTINUED)
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1. ALL WORK SHALL BE DONE IN CONFORMANCE WITH APPENDIX J OF THE CALIFORNIA BUILDING 27. THE STAKING AND MARKING OF THE PROJECT SHALL BE DONE ONLY BY THE OWNER AND ALL
RESTAKING OR REMARKING SHALL BE DONE AT THE EXPENSE OF THE CONTRACTOR.
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PROPOSED PAD
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DiERREL'S MINI STORAGE
CODE AND SHALL CONFORM TO THE RECOMMENDATIONS CONTAINED AND MADE A PART OF
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HEREOF IN THE PRELIMINARY SOILS REPORT BY SALEM ENGINEERING GROUP, DATED
SEPTEMBER 28, 2012 AND SIGNED BY: R. SAMMY (SALEM ENGINEERING) R.G.E. 2549 AND THE 28. THE CUT AND FILL QUANTITIES ARE CALCULATED USING A COMPACTION FACTOR OF 1.4. THE
ADDENDUM BY SALEM ENGINEERING DATED 12.23.15 AND SIGNED BY R. SAMMY SALEM R.G.E. ENGINEER MAKES NO WARRANTY EITHER DIRECT OR IMPLIED THAT THIS WILL BE THE ACTUAL
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2648.73' _A�_ '(' `t ' GROUND
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2549. COMPACTION FACTOR. IF A DEFICIENCY OR EXCESS OF SOIL OCCURS, THE CONTRACTOR SHALL
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SECTION LINE_ SECTION LIyEfSECiIO
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IMMEDIATELY CONTACT THE ENGINEER, WHO SHALL DETERMINE IF ADJUSTMENTS CAN BE MADE
2. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED BY THE CITY OF TO IMPROVE THE BALANCE BETWEEN CUT AND FILL.
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FRESNO CA 93 722
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29. THE CUT AND FILL QUANTITIES SHOWN ON THIS PLAN ARE FOR PERMIT PURPOSES ONLY. THE
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(559) 224-9900
3. THE ENGINEER HAS SHOWN EXISTING UNDERGROUND LINES ON THIS PLAN TO THE BEST OF HIS CONTRACTOR SHALL, AFTER EXAMINING THE PLAN, SOILS REPORTAND SITE TERRAIN, PREPARE
KNOWLEDGE. THERE MAY BE OTHER LINES IN THE GROUND. IT SHALL BE THE CONTRACTOR'S HIS BID PRICE FOR THE PROJECT BASED ON HIS OWN ANALYSIS OF THE WORK REQUIRED.
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RESPONSIBILITY TO VERIFY LINES IN THE FIELD PRIOR TO ANY CONSTRUCTION. THE
CONTRACTOR SHALL CONTACT U.S.A. (1-800-642-2444) FOR UTILITY LOCATION 48 HOURS PRIOR 30. CONTOURS SHOWN ON THE PLANS HAVE AN ACCURACY OF t CONTOUR INTERVAL.
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TO ANY EXCAVATION OR TRENCHING.
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OWNER/DEVELOPER
31. PAD ELEVATIONS SHOWN ARE FOR ROUGH GRADING. AFTER COMPLETION OF BUILDINGS, ALL
4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB LOTS SHALL BE FINE GRADED TO SLOPE 70 THE STREETS OR DESIGNED DRAINAGE OUTLET
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SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING WITH MINIMUM GRADE OF 1%.
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SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE 32. THE SOILS ENGINEER MUST APPROVE ALL SOIL COMPACTION INCLUDING THE STABILITY OF ALL
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Gi. COVER SHEET
CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER SLOPES, BOTH THOSE THAT ARE CREATED BY AND THOSE REMAINING AFTER GRADING
HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE OPERATIONS.
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1283.87 PROPOSED EXISTING
J -,., PAVEMENT PAVEMENT
G2. GRADING PLAN
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE
SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 33. THE ENGINEER MAY FURNISH REFERENCE LINES AND GRADE STAKES AT THE BEGINNING OF
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G3. GRADING PLAN
G4. GRADING PLAN & DETAILS
THE WORK TO ESTABLISH ALIGNMENT AND GRADE. ANY GRADE STAKES OR REFERENCE POINTS
E ALL EXISTING IMPROVEMENTS THAT ARE REMOVED, DAMAGED, OR UNDERCUT SHALL BE WHICH MAY BE LOST OR DESTROYED BY THE CONTRACTOR DURING THE PROGRESS OF HIS{
CONTRACTOR'S
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G5. GRADING PLAN & DETAILS
G6. WATER POLLUTION CONTROL DRAINING
REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER, AT THE WORK SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. THE ENGINEER MAY REQUIRE
EXPENSE. FIELD CHECKS AT ANY STAGE OF THE WORK THE COST OF THESE FIELD CHECKS SHALL BE
BORNE BY THE OWNER. THE CONTRACTOR'S RESPONSIBILITY OF THIS SECTION WILL NOT
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DISU_TI M-fZ`HELLE WAY
ACREAGE
6 THECONTRACTORSHALL NOTIFY
ENGINEER ND THE CITY S BUILDING OFFICIAL 48 HOURS APPLY IN THE CASE OF MALICIOUS DAMAGE BY OTHERS.PRIOR
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31.3 ACRES
PLACING ANY FILMATERIAL.
34. IF THE CONTRACTOR IS IN DOUBTAS TO THE MEANING OF ANY PART OF THE PLAN AND
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LEGAL DESCRIPTION
BEING A SUBDIVISION OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER
7. COMPACTION TESTS SHALL BE PROVIDED BY THE CONTRACTOR AT LOCATIONS TO BE SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWING OR
DETERMINED BY THE CITY INSPECTORS. SPECIFICATIONS, HE SHAI1 SUBMITA WRITTEN REQUEST FOR AN INTERPRETATION OR
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SECTION 34, TOWNSHIP 29 SOUTH, RANGE 26 EAST, MOUNT DIABLO BASE AND MERIDIAN, IN
CORRECTION THEREOF, PRIOR TO FILING HIS BID FOR THE PROJECT.
8. FILL MATERIAL SHALL BE SUBJECT TO THE APPROVAL OF THE SOILS ENGINEER AND THE CITY
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M THE UNINCORPORATED AREA OF THE COUNTY OF KERN, STATE OF CALIFORNIA,
ACCORDING, TO THE OFFICIAL PLAT THEREOF.
ENGINEER. 35. THE ENGINEER IS NOT CONTRACTED WITH THE OWNER TO PROVIDE SLOPE STAKING. IF THE
CONTRACTOR WANTS THE ;NGINEER TO PROVIDE SLOPE STAKING, HE SHALL HIRE THE
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� EXCEPTING THEREFROM THAT PORTION OF LAND CONVEYED TO THE CITY OF
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING OF PAD AREA TO WITHIN t 0.1'. IF ENGINEER TO PERFORM i3 SERVICE A7 THE CONTRAC f OR'S EXPENSE.
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BAKERSFIELD INDEED RECORDED MAY 12, 2006 AS INST. NO. 0206118908, O.R.
ELEVATION OF DESIGN ELEVATION PAD SHOULD BE FOUND TO BE MORE THAN i 0.1' OFF OF DESIGN
ELEVATION AFTER COMPLETION AND ACCEPTANCE OF GRADING, THE CONTRACTOR SHALL RETURN 36. ENGINEERED FILL SHALL B8 PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF THE
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CONSISTING OF 1 PARCEL CONTAINING 4.41 GROSS ACRES AND A DESIGNATED REMAINDER
AND CORRECT THE GRADING AT NO COST TO THE OWNER. PRELIMINARY SOILS REPORT PREPARED BY SALEM ENGINEERING GROUP, DATED SEPTEMBER,
MUST BE COMPACTED TO 90% MAXIMUM
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CONTAINING 26.90 ACRES.
2012 AND RELATIVE DENSITY.
10. ALL AREAS ON THE SITE ON WHICH STRUCTURES ARE TO BE PLACED MUST BE COMPACTED TO
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PLANNING NOTES
90% DENSITY, FOR A MINIMUM DISTANCE OF FIN ALL DIRECTIONS FROM THE FOUNDATIONS OF 37. THE GRADING CONTRACTOR IS RESPONSIBLE FOR PROVIDING A BALANCED EARTHWORK
THE STRUCTURE. ON RESIDENTIAL LOTS, THE REQUIRED AREA OF COMPACTION IS BOUNDED BY PROJECT. IF THE CONTRACTOR DURING THE PROCESS OF CONSTRUCTION, FINDS HE HAS A
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1. IF DURING CONSTRUCTION ACTIVITIES OR GROUND DISTURBANCE; CULTURAL
RESOURCES ARE UNCOVERED, THE SUBCONTRACTOR SHALL STOP WORK RETAIN A
THE PAD LIMIT LINE, SIDE LOT LINES AND WITHIN 10' OF THE REAR LOT LINE. DEFICIENCY OR EXCESS OF SOIL, HE SHALL IMMEDIATELY CONTACT THE ENGINEER, AND THE
FOLLOWING MEASURES SHALL BE IMPLEMENTED AT THE DIRECTION OF THE ENGINEER:
"ENGINEERED IN
SECTIO DETAIL4
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QUALIFIED ARCHAEOLOGIST FOR FURTHER STUDY. SUBCONTRACTOR SHALL NOTIFY
ORITIESAND .BESUBJECT TOANY MITIGATION MEASURES REQUIRED
11. ALL FILL SHALL CONFORM TO THE REQUIREMENTS FOR FILL" AS DESCRIBED
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OF THE ARCHAEOLOGIST
THE PRELIMINARY SOILS REPORT. DEFICIENCY: CONTACT ENGINEER WHO WILL DEFINE REMEDIATION.
EXCESS: CONTACT ENGINEER WHO WILL DEFINE REMEDIATION.
12. FILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING SIX (6) INCHES IN COMPACTED
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ESTIMATED EARTHWORK QUANTITIES
THICKNESS AND COMPACTED AT OPTIMUM MOISTURE CONTENT BY AN APPROVED METHOD. NO ADDITIONAL COMPENSATION WILL BE MADE FOR THE WORK AS DESCRIBED ABOVE,
SECTION DETAIL =`- > _
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UNADJUSTED QUANTITIES
CUT 25.999 C.Y. FILL 19,500 C.Y.
13. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING 38, DEVELOPMENT SHALL COMPLY WITH THE REQUIREMENTS OF THE SAN JOAQUIN VALLEY AIR
GRADING AND CONSTRUCTION TO ENSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, POLLUTION CONTROL DISTRICT.
S89° 29' 34"E- t
N89° 29'34"W-1
1325.19' SHE", 2
ADJUSTED QUANTITIES (ASSUME 25°% SHRINKAGE)
CUT 19,500 C.Y. FILL 19,500 C.Y.
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AND CODE WITHIN HIS PURVIEW.
39. DURING GRADING OPERATIONS, THE APPLICANT FOR A DEVELOPMENT PERMIT SHALL BE
14. COMPACTION IN PROPOSED PAVEMENT AREAS SHOULD BE TO A MINIMUM OF 90% OF MAXIMUM RESPONSIBLE FOR THE APPLICATIONS OF WATER TO DEVELOPMENT SITES TWICE DAILY TO
2650.33'
NOTE:
THE CUT AND FILL QUANTITIES SHOWN ON THIS PLAN ARE FOR PERMIT PURPOSES ONLY.
INDEX MAP/PLOT PLAN SCALE. 2OO
DENSITY AS OBTAINED BYA.S.7,M. TEST METHOD D1557.78, METHOD A, AND SHOULD EXTEND TO MITIGATE THE IMPACT OF DUST AND PM10 EMISSIONS. SPRAYING SHOULD SUFFICIENT TO
A MINIMUM DISTANCE OF 2' BEYOND THE OUTSIDE EDGES OF PAVEMENTS. ENSURE THAT SOILS REMAINDAMP WITH THE FREQUENCY OF SPRAYING DEPENDENT ON
WEATHER CONDITIONS.:
OF A FINAL SOILS
.
THE CONTRACTORS SHALL, AFTER EXAMINING THE PLAN, SOILS REPORT AND SITE
TERRAIN, PREPARE HIS ESTIMATED EARTHWORK INDEPENDENTLY OF THE ENGINEERS.
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15. UPON COMPLETION OF GRADING AND BEFORE THE START CONSTRUCTION,
REPORT COVERING THE SITE PREPARATION AND GRADING SHALL BE SUBMITTED BY THE SOILS 40. DURING GRADING OPERATIONS, ALL ACTIVITY SHALL BE RESTRICTED TO PERIODS OF LOW WIND
ENGINEER. TO REDUCE EMISSIONS.
CODE AND
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BASIS OF BEARING
THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 34, TOWNSHIP 29, RANGE 26,
MOUNT DIABLO BASE AND MEDIAN, AS SHOWN ON RECORD OF SURVEY, RECORDED IN
16. ALL GRADING SHALL CONFORM WITH APPENDIX CHAPTER 33 UNIFORM BUILDING 41. DURING GRADING AND CONSTRUCTION, LANDSCAPING AND/OR TEMPORARY SOIL STABILIZATION�
STANDARDS PERTAINING THERETO AND C.O.B. ORDINANCE N0.4472. TECHNIQUES Q.E, JUTE NE I LING OR SOIL STABILIZATION AGENTS) SHALL BE EMPLOYED TO
9
SEDA E HIGF WA
BOOK 10 OF RECORD OF SURVEYS, PAGES 197 & 198, OR KERN COUNTY RECORDS
REDUCE WIND EROSION AND DUST GRADING UNTIL THE SITE IS FULLY BUILT OUT.
17. ALL CUT SLOPES SHALL NOT BE GREATER THAN 2 HORIZONTAL TO 1 VERTICAL.
42. CONSTRUCTION SPEED LIMITS WILL BE POSTED AS TEN MILES PER HOUR. PREPARATION OF
18. ALL FILL SLOPES SHALL NOT BE GREATER THAN 2 HORIZONTAL TO 1 VERTICAL. ROADWAY SURFACES IN A PHASED MANNER (WHERE SEGMENTS OF THE ROUTE ARE GRADED IN
SUCCESSION) WILL GREATLY MINIMIZE THE AMOUNT OF TIME THE SURFACES ARE LEFT
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TAKEN AS: S 89° 29'34'E
BENCHMARK
BENCHMARK: TOP OF BRASS DISC LOCATED AT THE SOUTHEAST CORNER OF PROJECT
19. ALL FILL AREAS SHALL BE CLEARED OF ALL VEGETATION AND OTHER UNSUITABLE MATERIAL EXPOSED, THEREBY REDUCING VEHICLE -RELATED DUST EMISSION.
TO A MINIMUM DEPTH OF 12".
m m _
.� `s
SITE, AND THE 10' OFFSET LINE (WEST) FROM THE CENTERLINE OF CLAUDIA AUTUM DRIVE
(40' WEST OF THE EAST RAS AT THE INTERSECTION WITH STOCKDALE HIGHWAY.
FOR A STRUCTURAL FILL AND THE AREA SCARIFIED
43, DURING GRADING AND CONSTRUCTION, ALL ACTIVITIES ADJACENT TO RESIDENTIAL
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ELEVATION IS 356.69' (NAVD88)
SHALL BE PREPARED AN D MAINTAINED TO CONTROL
20. ALL SLOPES IN EXCESS OF TIN VERTICALDEVELOPMENTS SHALL BE LIMITED 70 7:00 AM. 70 7:00 P.M., MONDAY THROUGH FRIDAY.
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THE BENCHMARK DERIVED FOR THIS PROJECT LOCATION WAS DERIVED USING NGS'
AGAINST EROSION. CONSTRUCTION WILL NOT BE ALLOWED ON THE WEEKENDS OR FEDERAL HOLIDAYS.
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ONLINE POSITIONING USERS SERVICE (OPUS). THE ELEVATIONS PROVIDED ARE BASED ON
THE DATUM AND ARE DERIVED
21. SURFACE DRAINAGE SHALL BE 1% MINIMUM EXCEPT AS WAIVED BY BUILDING OFFICIALS. 44JF THE PROJECT IS SU13JECTTO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE
SYSTEM (NF9ES) A "NOTICE OF INTENT" (N01) TO COMPLY WITH THE TERMS OF THE
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Imm P r rrY:�ELIMINATION
FROM POST PROCESSED GPS SOLUTIONS. THE
STATIONS
STATIONS USED FOR THIS DERIVATION WERE PID-DM7566, PID•DM6180, PID-DM6177
(EPOCH 2002.. 000, GEOID09).
22. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY
APPENDIX CHAPTER 33 OF UNIFORM BUILDING CODE AND C.O.B. ORD.4472. (SWRCB ORDER NO.2009.009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER
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mumi +l ; 1 i
2012.0006-OWQ)MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN
23. ALL CUT AND FILL SLOPES GREATER THAN 3.0' HIGH SHALL BE HYDRAULICALLY PLANTED SACRAMENTO BEFORE THEE BEGINNING OF ANY CONSTRUCTIONACTMTY. COMPLIANCE WITH
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PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES
(HYDROSEEDED) IN A UNIFORM MANNER. TYPE OF SEED SHALL BE APPROVED BY THE COUNTY THE GENERAL PERMIT REQUIRES THATA STORM WATER POLLUTION PREVENTION PLAN (SWPP)
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SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS, TO
BUILDING DEPARTMENT. BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC
INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION
24.4CREEKS, INC. SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR NUMBER (WDID) NUMBER 5F15C374946 HAS BEEN ISSUED BY THE STATE WATER RECOURSES
USES OF, THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY BOARD.#HRCT
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THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON
711E MAP
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT
4CREEKS, INC.
45. THE LANDSCAPE AREAS ARE TO BE DESIGNED AND GRADED TO MINIMIZE EXCESS LANDSCAPE
25. PRIOR TO COMMENCEMENT OF ANY GRADING AND CONSTRUCTION ACTIVITIES. A DUST DRAINAGE ACROSS THE SIDEWALK FOR THOSE AREAS OVER 2%.
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THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON
Ills DRAWING.
CONTROL PLAN MUST BE APPROVED BY THE SAN JOAQUIN VALLEY AIR POLLUTIONS CONTROL
DISTRICT PER THE REGULATION VIII - FUGITIVE PM PROHIBITIONS DUST CONTROL PLAN:
to 46. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC
WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT
26. DURING GRADING, REASONABLE SEARCHING SHALL BE PERFORMED FOR CONCEALED OF WAY. UNLESS BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED
SUBSURFACE OBSTRUCTIONS, ALL ABANDONED SUBSURFACE OBSTRUCTIONS SHALL BE WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE
REMOVED. IF THE TERMINUS OF ANY ABANDONED PIPING IS OUTSIDE THE PROJECT LIMITS, THEOF A PERMIT.
PROPERLY CAPPED AT THE PROJECT
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ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY
SUCH INFORMATION OR DATA.
UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO
CONSTRUCTION. 1-800-227-2600
PIPING SHOULD BE REMOVED WITHIN THE PROJECT AND
BOUNDARY. 47. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISOR CONTROL DURING GRADING
AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SOILS REPORT,
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ENGINEER'S STATEMENT
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THE GRADING PLAN AS SHOWN ON THIS DRAWING IS HEREBY APPROVED, SUBJECT TO ANY INDICATED
NOTE TO OWNER AND CONTRACTOR SPECIFICATIONS, AND THE CODE WITHIN HIS PURVIEW.
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CORRECTIONS ADDITIONS. APPROVAL BY THE PUBLIC WORKS DEPARROVED, MUBJECT BUILDING
DEPARTMENT INDICATES APPROVAL ONLYAS TO DESIGN CRITERIA USED AND CONFORMANCE TO CITY
STANDARDS, CODES AND ORDINANCES. ENGINEER FOR THE SUBDIVIDER OR DEVELOPER SHALL BE
THIS PLAN HAS BEEN PREPARED WITH THE INTENT THAT 4CREEKS, INC. W ILL BE PERFORMING THE c
48. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH
CONSTRUCTION STAKING FOR THE COMPLETE PROJECT IF, HOWEVER ANOTHER ENGINEERING APPENDIXJOF THE CALIFORNIA BUILDING CODE.
AND/OR SURVEYING FIRM SHOULD BE EMPLOYED TO USE THESE PLANS FOR THE PURPOSE OF
AIOT'/'C
CONSTRUCTIONSTAKING, NOTICE IS HEREBYGIVEN THAT THE FIRM OF 4CREEKS, INC. WILL NOT 2A HOUR
ASSUME ANY RESPONSIBILITY FOR ERRORS OR OMISSIONS,JFANY, WHICH MIGHT OCCUR AND ``FF r' UR NOTICE
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RESPONSIBLE FOR ACCURACY OF CALCULATIONS FOR THIS PLAN SHALL SUBMIT A CERTIFIED
'AS-GRADED'PLAN AFTER COMPLETION OF GRADING.
WHICH COULD HA VE BEEN AVOIDED, CORRECTED OR MITIGATED IF4CREEKS HAD PERFORMED THE PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CI TY CONSTRUCTION INSPECTION
STAKING WORK. SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAYBENOTIFIEDAT
(661)326-3049
PROJECT A .r
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VICINITY MAP SCALE. 1.2000
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GENERALNOTES
STEVEN J.MACIAS RCE 83360 EXP. 03/31/17 DATE
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PLOT DATE: Jun 14, 2016 -11:45a
JOB NO.:
12041
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PLOT DATE: Jun 14, 2016 -11:45a
JOB NO.:
12041
FILE NAME:
12041-01-CV.dwg
SCALE:
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SHEET NO.:
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MENT
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BC
BEGINNING OF CURB
INV.
INVERT
W
WATER LINE
BCR
BEGIN CURB RETURN
OG
ORIGINAL GROUND
WV ►4
WATER VALVE
BSW
BACK OF SIDEWALK
P
PAVEMENT
G
GAS LINE
CR
CROWN OF ROAD
PCC
POINT OF COMPOUND CURVE
®
"R" VALUE
C&G
CURB & GUTTER
PRC
POINT OF REVERSE CURVE
- -
BARRICADE, B-1
DI
DRAINAGE INLET
PT
POINT OF TANGENT
A
STREETSIGN
EC
END OF CURVE
TC
TOP OF CURB
- ,
2" GRAVEL (DUST BINDER)
EP
EDGE OF PAVEMENT
000.00
PROPOSED ELEVATION
D
4" CONCRETE DRIVE AISLE
ECR
END CURB RETURN
$S
SANITARYSEWER
TC 356.38-
5"CONCRETE DRIVE AISLE
(000.00)
EXISTING ELEVATION
SSMH
SANITARY SEWER MANHOLE
2°
EXISTING PAVEMENT TO BE REMOVED
FH
FIRE HYDRANTASSEMBLY
S=0.0000
SLOPE, IN FOOT PER FOOT
5,000 s.f.
TEMPORARY PAVEMENT (2%C16"AB)
FL
FLDWLINE
STA.
STATION
®
EXISTING ASPHALT PAVEMENT
FTG
TOP OF FOOTING ELEVATION
SD
STORM DRAIN
-
PROPOSED SIDEWALK
GB
GRADE BREAK
SDMH
STORM DRAIN MANHOLE
mall
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STREET LIGHT (ARTERIAL)
TC 6.55
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m w ai pi LEL
STREETLIGHT(LOCAL)
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V
C 354.47
36 ' 6,400 s.f.
_,354.47
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o C354.89
CHAIN LINK FENCE
12041 -02 -GP
BLOCK WALL
1"=30'
MAJOR DRAINAGE INLET
2 of 6
SURVEYMONUMENT
WATER METER
1 1 1
MATCHLINE SEE SHEET
cn an inicrei !
RIAA 1497
So 18, SD 0�
PEW_S=0.Op53
N
1� O
C 354.87
�- BUILDING S=0.25% w
6p.4" C 354.87.
/' -- 354.51
--tQ:
C 355,14:)
�o
C 355.10
N N 31 5,207 s.f. ----BUILDING S=0.25% N
C 354 60 o C 354.61 260'-4" CC 355,27,
0.26% a l 354.97
K
GENERAL NOTES:
1. SEE STREET IMPROVEMENT PLANS FOR STOCKDALE HWY IMPROVEMENTS
2. SEE APPROVED UTILITY PLANS FOR SEWER AND WATER
3. SEE COVER SHEET FOR DIRT QUANTITIES
4. ALL RETAINING WALLS PER SEPARATE PERMIT
CONSTRUCTION NOTES:
Q INSTALL TYPE "S" CURB AND GUTTER PER C.O.B. STD -1
❑2 INSTALL TYPE "M" CURB AND GUTTER PER C.O.B. STD -2
n INSTALL HANDICAP RAMP
® INSTALL CONNECTING WALL PER DETAIL 9/4, SEE SHEET
355.25 C 355.66 e 'C 355.69 C356.10
I I
43 4s2 s.f. BUILDING S= 0.25%, �441 4, 1 25 s.f. BUILDING S= 025% N
355.25 C 355.68 C 355.69 '
' 5>o 185 4
1704
C 356:10
354.82 X o
r $� 025%
N
/1.86% C 355.59 C 355.98 \ C 355,99 C356:39
41 3,875 s.f. -BUILDINGS-025% N 42 4,000 s.f. --BUILDING S=025% N
/
C 355.97 S C 355 98
5 j C 355.58 155' 4 160 4 C 356.38
5.05 0.25% 355:26 5.31 I ° /
r- o h1 0.25/° ��-
C 35 9 0 0 /536
_ 1m <
C 355.99 C 356.19 4.1 ° 05 3. °/ C 356.
FL 356.02 C 356:53
Ice 3,200 s.f. 1i® 5,850 s.f. -BUILDINGS-025%e-p m'
O rn
„BUILDING S-025%
C 356.19 3.1 /0 C 346.04 1964" C 356.53
L-
C 355.99 05.98 "� 80' 4 C 356.19 5 6
O6 FL 1 FL 356.60 C 356.20 313 /° 23 `O
C 357.60 C 356.25
C 35620 C 356.73
42
592 .6 FL 0 39 3,900 s.f. ---BUILDING S= 0.25% o
N° C 356.24 195'-4" C 356:73
.357.60 a ... . e L. ...
FL 357 a rn 3 m __.-----------o�
0.25%
7 6.90
3!K 76
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56J4 .8 ° o N m o' o C 35649 C 356.97
wM 38
5,850 s.f.
BUILDING o
C 357.00
C 6. FF 357 10
FL 3 C 356.48 195'-4' C 356.97
BSW 357.00 °' . M 356
' 65 51°
136W357A0" - 02--
F 356.25 a
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C35s75C 356
' .71
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0 �
T TC 356.75 TC 57.02 _1 C 356.75 '
FL 356.25 FL 356.52
37 4,875 s.f.- BUILDING s=o25°i°
BS 57.10 �', C 356.70 195' 4' C:357.19
7 3 ° e
N o\�
6 0.25%
- - v
BSW357.10 4320�0� 3 .28/ �l-
TC 357.22 TC 357.3 C 356 J2
6.90 FL 356.72 FL 356.85
356.40 3 6,258 s.f. --BUILDING S=025%
C 356. 5.00' BSW 357.32
FL 3C 356.91
I 5.00' 260' 4"
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----------
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GENERAL NOTES:
1. SEE STREET IMPROVEMENT PLANS FOR STOCKDALE HWY IMPROVEMENTS
2. SEE APPROVED UTILITY PLANS FOR SEWER AND WATER
3. SEE COVER SHEET FOR DIRT QUANTITIES
4. ALL RETAINING WALLS PER SEPARATE PERMIT
CONSTRUCTION NOTES:
Q INSTALL TYPE "S" CURB AND GUTTER PER C.O.B. STD -1
❑2 INSTALL TYPE "M" CURB AND GUTTER PER C.O.B. STD -2
n INSTALL HANDICAP RAMP
® INSTALL CONNECTING WALL PER DETAIL 9/4, SEE SHEET
355.25 C 355.66 e 'C 355.69 C356.10
I I
43 4s2 s.f. BUILDING S= 0.25%, �441 4, 1 25 s.f. BUILDING S= 025% N
355.25 C 355.68 C 355.69 '
' 5>o 185 4
1704
C 356:10
354.82 X o
r $� 025%
N
/1.86% C 355.59 C 355.98 \ C 355,99 C356:39
41 3,875 s.f. -BUILDINGS-025% N 42 4,000 s.f. --BUILDING S=025% N
/
C 355.97 S C 355 98
5 j C 355.58 155' 4 160 4 C 356.38
5.05 0.25% 355:26 5.31 I ° /
r- o h1 0.25/° ��-
C 35 9 0 0 /536
_ 1m <
C 355.99 C 356.19 4.1 ° 05 3. °/ C 356.
FL 356.02 C 356:53
Ice 3,200 s.f. 1i® 5,850 s.f. -BUILDINGS-025%e-p m'
O rn
„BUILDING S-025%
C 356.19 3.1 /0 C 346.04 1964" C 356.53
L-
C 355.99 05.98 "� 80' 4 C 356.19 5 6
O6 FL 1 FL 356.60 C 356.20 313 /° 23 `O
C 357.60 C 356.25
C 35620 C 356.73
42
592 .6 FL 0 39 3,900 s.f. ---BUILDING S= 0.25% o
N° C 356.24 195'-4" C 356:73
.357.60 a ... . e L. ...
FL 357 a rn 3 m __.-----------o�
0.25%
7 6.90
3!K 76
n
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56J4 .8 ° o N m o' o C 35649 C 356.97
wM 38
5,850 s.f.
BUILDING o
C 357.00
C 6. FF 357 10
FL 3 C 356.48 195'-4' C 356.97
BSW 357.00 °' . M 356
' 65 51°
136W357A0" - 02--
F 356.25 a
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e
C35s75C 356
' .71
/ i° TEMP CONTROL`STO"GE _ C357.19/
0 �
T TC 356.75 TC 57.02 _1 C 356.75 '
FL 356.25 FL 356.52
37 4,875 s.f.- BUILDING s=o25°i°
BS 57.10 �', C 356.70 195' 4' C:357.19
7 3 ° e
N o\�
6 0.25%
- - v
BSW357.10 4320�0� 3 .28/ �l-
TC 357.22 TC 357.3 C 356 J2
6.90 FL 356.72 FL 356.85
356.40 3 6,258 s.f. --BUILDING S=025%
C 356. 5.00' BSW 357.32
FL 3C 356.91
I 5.00' 260' 4"
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JOB NO.:
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PLOT DATE: Jun 14, 2016 -11:45a
JOB NO.:
12041
FILE NAME:
12041 -02 -GP
SCALE:
1"=30'
SHEET NO.:
2 of 6
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PLOT DATE: Jun 14, 2016 -11:45a
JOB NO.:
12041
FILE NAME:
12041 -02 -GP
SCALE:
1"=30'
SHEET NO.:
2 of 6
LEGEND
BC
BEGINNING OF CURB
INV.
INVERT
BCR
BEGIN CURB RETURN
OG
ORIGINAL GROUND
BSW
BACK OF SIDEWALK
P
PAVEMENT
CR
CROWN OF ROAD
PCC
POINT OF COMPOUND CURVE
CBG
CURB &GUTTER
PRC-
POINT OF REVERSE CURVE
DI
DRAINAGE INLET
PT
POINT OF TANGENT
EC
END OF CURVE
TC
TOP OF CURB
EP
EDGE OF PAVEMENT
000.00
PROPOSED ELEVATION
ECR
END CURB RETURN
SS
SANITARY SEWER
(000.00)
EXISTING ELEVATION
SSMH
SANITARY SEWER MANHOLE
FH
FIRE HYDRANT ASSEMBLY
S=0.0000
SLOPE, IN FOOT PER FOOT
FL
FLOWLINE.
STA.
STATION
FTG
TOP OF FOOTING ELEVATION
SD
STORM DRAIN
GB
GRADE BREAK
SOMH
STORM DRAIN MANHOLE
GV
GATE VALVE
=z
STREET LIGHT (ARTERIAL)
HP
HINGE POINT
STREET LIGHT (LOCAL)
W
WATER LINE
WV
WATER VALVE
G
GAS LINE
®
"R"VALUE
9 O X
w
BARRICADE, B-1
A
STREETSIGN
2" GRAVEL (DUST BINDER)
O
4"CONCRETE DRIVE AISLE
5"CONCRETE DRIVE AISLE
z
EXISTING PAVEMENT TO BE REMOVED
i
TEMPORARY PAVEMENT (2"AC16"AB)
EXISTING ASPHALT PAVEMENT
PROPOSED SIDEWALK
i
C 355.70 � - -----.._
i
§t
r'
,r
4GB
r ��
GB /7
t
v PROPOSED GRADES IN RVAREA SHOWN 2"
BELOW FINAL CONCRETE ELEVATION. FOR
2" GRAVEL INSTALLATION ALLOWANCE.
i
0
o
352.21
352.41
12.00'
CONSTRUCT SUMP PER CITY
STD. D-11, 0-12, D-13
5❑ PROPOSED RETENTION BASIN
PROPOSED VOLUME: 8.00 AC.FT
REQ. VOLUME: 3.70AC.FT.
SUMP BOTTOM: 336.50
e
tV
12.00'
WAGE AND DRAINAGE EASEMENT
TO CITY OF BAKERSFIELD PER
DOCUMENT #0216074479
1NSTLL 88 LI, OF 12'0
SO IPE @ S 0.1505
ALL 18" CURB WfH 6'
CHAIN LINK FENCE
'ITY STD- D-12
INSTALL 14' DOUBLE GATE
PER CITY STD. D-13
(ADDITIONAL PERMIT
REQUIRED)
IT3
d 354.96
HUB &TACK
J,C7
CITY STANDARD RAMP
F� r✓1AS
CHAIN LINK FENCE
' o ^�
BLOCK WALL
U^U
MAJOR DRAINAGE INLET
9 O X
w
SURVEY MONUMENT
o�SN�011
WATER METER
•
30' 0' 30'
CONSTRUCTION NOTES:
1Q INSTALL TYPE "B" CURB AND GUTTER PER C.O.B. STD -1
�2 INSTALL TYPE 'M' CURB AND GUTTER PER C.O.B. STD -2
E3 INSTALL HANDICAP RAMP
® INSTALL CONNECTING WALL PER DETAIL 914, SEE SHEET 4
SUMP TO BE CONSTRUCTED PER COB STANDARDS D-11,
D-12, AND D-13
MATCHLINE SEE SHEET 4
-
- ,65-4"
bT�
X(p TF
+ 6$ 3,400
s.f. STOR. BLDG. 69 3,300 S.f. STOR. BLDG. N
N
_ 1
1
66 `, 6,800 s.f. S ORAGE BUILDING 67 6,60 s.f. STORAGE BUILDING a
t
Ilk
165-4" 150' 4" j
,
t
1
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64 5� 1 00 s.f" STORA E BUILDING I I 65 4,800 s.f` / STORAGE BUILDING
I I k
,70'4"
F�
I i
I p 62 3,400 Ssf• STOR. BLDG. N 63 3,300 s.f. STOR. B DG.
170'4" l
— _ — — — — J�L� _ —_ 1654" —
t
aAb-� 17
60 3,400 f. STOR. BLDG.
N61 3,300 s.f. �ro`Y�A STOR. BLDG.
170'4" _
— — � L� — — � 1654"
5$ 5,100 s. f.
STORAGE BUILDING m 4,800 s.f. STORAGE BUILDIN
170'-4" _J® ®L _
(j I ------._.._. ..-.. ...� 160-4"
i
i
_....._._ _.�..._ _-_•_ �4t
� 56 3,400 s.f. `�; STOR. BLDG. 57 3,300 s.f.
STOR. BLDG. N
do 170-0" IL —
54 3,400 s.f. STOR. BLDG. N 55 3,300 s.f. '`: STOR. BLDG. a °
t N
a t
i � t
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C 52 3,400 s.f. STOR. BLDG. 53 3,300 s.f. STdR. BLDG. N
t — 170'.4" L — _ — _
165'-4" 9
r
0.56%
/ • �q,9C' _ O
f 50 5,100 S,f" STORAGE BUILDING M)
r 5 4,800 s.f. STORAGE BUILDING
170'-4"
--_ ----- ----J°o�__ 160'4"
48 3,400 S.f. STOR. BLDG.I 49 3,300 s.f. STOR. BLDG. R
\ 170'x{"
o -- ---- — — — — — — 165'-0"
t
1 C 355.6
C354:� — —
46 4,50 .f. STORAGE BUILDING ( 47 4,125 s.f. STORAGE BUILDING
G
MATCHLINE SEE SHEET 2
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PLOT DATE: Jun 14, 2016 -11:46a
JOB NO.:
12041
FILE NAME:
12041 -03 -GP
SCALE:
1 "=30'
SHEET NO.:
3 of 6
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PLOT DATE: Jun 14, 2016 -11:46a
JOB NO.:
12041
FILE NAME:
12041 -03 -GP
SCALE:
1 "=30'
SHEET NO.:
3 of 6
LEGEND
BC
BEGINNING OF CURB
INV.
INVERT
BCR
BEGIN CURB RETURN
OG
ORIGINAL GROUND
BSW
BACK OF SIDEWALK
P
PAVEMENT
CR
CROWN OF ROAD
PCC
POINT OF COMPOUND CURVE
C&G
CURB & GUTTER
PRC
POINT OF REVERSE CURVE
DI
DRAINAGE INLET
PT
POINT OF TANGENT
EC
END OF CURVE
TC
TOP OF CURB
EP
EDGE OF PAVEMENT
000.00
PROPOSED ELEVATION
ECR
END CURB RETURN
SS
SANITARYSEWER
(000.00)
EXISTING ELEVATION
SSMH
SANITARY SEWER MANHOLE
FH
FIRE HYDRANT ASSEMBLY
S=0.0000
SLOPE, IN FOOT PER FOOT
FL
FLOW LINE
STA
STATION
FTG
TOP OF FOOTING ELEVATION
ED
STORM DRAIN
GS
GRADE BREAK
SDMH
STORM DRAIN MANHOLE
GV GATE VALVE STREET LIGHT (ARTERIAL)
HP HINGE POINT STREET LIGHT (LOCAL)
CONST. 4" THICK
CONC. MOW STRIP
PROVIDE 1/4" SLOPE
12"
.. MIN.
� uli
PROPOSED
FOUNDATION QDNDCONC, MOW STRIP
4
W
WATER LINE
WV D4
WATER VALVE
G
GAS LINE
00
"R"VALUE
N
BARRICADE, B-1
A
STREET SIGN
2" GRAVEL (DUST BINDER)
0
4" CONCRETE DRIVE AISLE
1. T f. If 1,-nS3 .`
5"CONCRETE DRIVE AISLE
Z
EXISTING PAVEMENT TO BE REMOVED
TEMPORARY PAVEMENT (2"AG6 AB)
W y NII W B IE m°IVea m a. eMll
EXISTING ASPHALT PAVEMENT
PROPOSED SIDEWALK
'ROPOSED BUILDING
�4.0' MIN.
L
�.V
CITY STANDARD RAMP
X.
Z
CHAIN LINK FENCE
°°.I.
.. c ' e le 1
BLOCK WALL
1"=30'
MAJOR DRAINAGE INLET
N
SURVEYMONUMENT
E IRm
A. FIAT.A.W
WATER METER
V)
VARIES �' VARIES
2�-�Of 2%-10%
TYPE SWALE CROSS SECTION
PROPOSED BUILDING
2" LB'I
� e
,CONC. CURB DETAIL
y (ON-SITE ONLY)
24"
6CONC. CURB & GUTTER
4 (ON-SITE ONLY)
I II
III
07 SLOPE � 111
X
:I IIN2
PROPOSED 6"
FOUNDATION MIN.
IIS
5 SECTION A -A
4
EXIST. CHAIN
LINK FENCE
UTO BE REMOVED
5" CONCRETE 4" CONCRETE MATCH EXIST. EXIST.
_o ROOF DRAI GE --► CLASS "B" CLASS "B" GROUND O P/L
L ~ T GROUND
Ll
N w VARIES, 4' MIN. 2y MIN. - -
V1 -
" J 11
P/L Y a PROP. FINISHED
z Q ELEVATIONS SHOWN ARE GRAD
0 6" MIN. 1.5„ ® TOP OF NOTCH
36"" MAX. 6" SUBGRADE ,_76- SUBGRADE
p TYP. SWALE, COMPACTED TO 90%COMPACTED TO 90% SECTION D -D
? ;SEE DETAIL THIS SHEET d� 6
3 P.C.C. PAVING SECTION 4 P.C.C. PAVING SECTION 4
3 FOR MAIN PERIMETER DRIVE AND 3 FOR ALL INTERIOR DRIVES AND
ENTRANCE. PARKING SPACES
TYP 15" NOTCH @ FRONT OF BLDG
HANDICAPPED PARKING SIGN, TYPE.
AT LEAST 70 IN. SQ., BLUE & WHITE
WALK OR PLANTING BEADED TEXT, ON PORCELAIN STEEL.
BOTTOM OF SIGN 80" ABOVE PAVEMENT
LANDINGS, RAMPS AND/OR
WALK CROSS SLOPES SHALL
NOT EXCEED
SURFACE OOT
SHALL BE SUP RESISTANT
CURB RAMP REQUIRED WHEN WALK
IS AT DIFFERENT LEVEL THAN PARKING
(1:12 SLOPE MAX. & 1:10 SIDE SLOPE MAX.)
MIN. 01 MIN.
EXIST.
GROUND HANDICAPPED PARKING SPACE
SCALE'. t• - S'
IRA FASEMPIR EE .., P lxo,II ARSEENE • I"'E I IL EAME 5rvG4, SE M9,E'I,-E°M•
Itt"ELi Ii rxf[ES"Y"r �EE �tES 3 ° 15 / E!P XIx4 MR
IE ,EESSN. � v .�
i"BNTERTIMOI E-� EE HSrE 5 RISE"LLC <.• IIILIMAuNE plu'MLLs Y A ! t
ills o1,sG4L Epi ,t s o Ya KxIES. SEE WIE a .f
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.s LIZ"E 'BWE °'WISE IRR RAR /` \ NDTES
SMEE BOIMOExS v/pEE ixih LILANAI
p°.1vng IF c 1 I.Oc
try MNXIxt 1 liE W TOLE LINE M 1 9+ 1 pa 1 O
5 REBSSTI LIMIT 1 �/ftLo��'.Y�� n 'STALL IpR y I I
MET, t i i o o SECULARLE P,RFIxp T �. 1 S I� e e m O
I E0. ♦ p ESS BEE MRINp Srill AL Jt,L. SEE .,y
A. E z itu z emAT RON LIMITS M $eat n ¢I
SINGLE PARKING STALL MEA MNR xp IT a n. 11 e1 g ni Yo g p . m
RES ISO,G.NB RAMASEE ROME z J` :niL r 1 r P g p ,
m11F ly r.1' -o Y BATSEE SEMAR s.. 101 FAIR ° m
EyLx tt0 NI°t11 "i"E PIOXi�M, A
ISA P RI1 SI° BI 9 1 ep 0
AIDE PNEASS 'AX
lIl /SEf Ip E IS E" VAX 1[LE ME L° i E or .ope ov
WR5 E h i/IS A,,., S A. liI.E. 1 m.
a DEP._. P g 1 y
nB[sziP1= V=7B 13
o[ (�� DIAGONAL DWBLE PARKING STALLS B T •"`Taeove avlra�mi ° FIRMS.
M 1 .?1 Me..l mcm"br _,.
B CRpIW' �E% Q,.
TERM
TA
AS B,NS T' >°sau...-,A'. '0 .Me ..... AFM., oR Ree .w1 F e ye RevlaeeA514"Pion RSP nNf "'clelpIn l'.°vN e"mL"mar V..u.e OR vLXI a mnMI le Mafl`J o SOFDETAIL AT . 9°wv A. A1NPR t. 1 Illi SIR,tA;FR 9
r
1 i� 9' tl Mln X
° L°cSMI"RLroiIll iEMIL ziu IS
LSFE WEEs o l L.YY�Lll�11VW 4 GUVYVUVMY,YI
DOUBLE PARKING STALL
TABLE A IJD a pp gy�gg
.,.I. Nfl OFREo 'I. A. Ic.l ppO pUgEy
CES IBE XC ®®i1AR@ j��Y$qfQQ$ASL
u¢Es M 441YL^ t1I5NBY
I��� IYPa
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C 357.33 -.
CONSTRUCTION NOTES: `, / C 357 7
/ 1, � O 5,758 s.f.BUILDINGSRIoto°rB
Q1INSTALL TYPE "B"CURB AND GUTTER PER C.O.B. STD -1 / � � � o C 357.33 P30141 C 357.79
s ✓o o
R2 INSTALL TYPE
AMR CURB AND GUTTER PER C.O.B. STD -2 m 24 M Ng 0.25%
V
F3 INSTALL HANDICAP RAMP357.07
® INSTALL CONNECTING WALL PER DETAIL 9/4. C 357.
V Lij
1600NG ok._- 357.10
/ ^ 35 .
C 356 82 0
C 356.76 �j 4 A\ ol, T 357.88
O oy5 ( f
4,400 s.. I I 41 `000 s.f. s
/ / \ c35s62 i$C S ORI BUILDINGI� $� STORt BUILDING\ "L
G 356 76 o PROPOSED GRADES IN RV AREA SHOWN 2" _ 110 I " - _ - - 100'4" '\I
,( BELOW FINAL CONCRETE ELEVATION. FOR 1 - -
$a 2" GRAVEL INSTALLATION ALLOWANCE.
356, \
5.74
356.57 o STOk. BLDG. NI��
h _ -OZ; h 79 3,300 s.f. STOR. BL ° Q
O
gh I O L�1 170`-4^_....�.,.-_, �ol�
' 000LLL--- _____ -
�,: � .�---�.--�_�- -._._- -SSI-0,,
�. _ t
,..- ' f--...�.. ��(:?
1� X
OF T"T
`T \
f� 76 5,100 S.f. STORAGE BUILDING mI ( 77 4,800.) f. STORAGE BUILDING
\1
/ e °�------ to 170T -0N®160'4"---
`t
3,400 s.f. - 170-0XSTOR. LDG. N 75 317
, 00 S. l`L,t STORM BLDG. - a
N
165'-0rvM"
_3.,400 s.f
STOR. BLDG. o
3,300 s.f.
56.16 _....__-`170'-4"__.. STOR. BLDG. N o°
165 4 t
357.0
5.98 z `.� - _. - - C 357.'4
t
t
57.01
-
301 Of 301 I TIME
o _ - - - -
7Q
5,100 s.f. STORAGE BUILDING ` 71 800 SYf.------STORAGE-, BUILDING o
M
MATCHLINE SEE SHEET 3
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h�
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Sry .-•"".._."'k+' ph..._ -� -_____ /
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m°Aw A.! 1RCT1°x rNEREff oIII IMIEF
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s
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C 357.33 -.
CONSTRUCTION NOTES: `, / C 357 7
/ 1, � O 5,758 s.f.BUILDINGSRIoto°rB
Q1INSTALL TYPE "B"CURB AND GUTTER PER C.O.B. STD -1 / � � � o C 357.33 P30141 C 357.79
s ✓o o
R2 INSTALL TYPE
AMR CURB AND GUTTER PER C.O.B. STD -2 m 24 M Ng 0.25%
V
F3 INSTALL HANDICAP RAMP357.07
® INSTALL CONNECTING WALL PER DETAIL 9/4. C 357.
V Lij
1600NG ok._- 357.10
/ ^ 35 .
C 356 82 0
C 356.76 �j 4 A\ ol, T 357.88
O oy5 ( f
4,400 s.. I I 41 `000 s.f. s
/ / \ c35s62 i$C S ORI BUILDINGI� $� STORt BUILDING\ "L
G 356 76 o PROPOSED GRADES IN RV AREA SHOWN 2" _ 110 I " - _ - - 100'4" '\I
,( BELOW FINAL CONCRETE ELEVATION. FOR 1 - -
$a 2" GRAVEL INSTALLATION ALLOWANCE.
356, \
5.74
356.57 o STOk. BLDG. NI��
h _ -OZ; h 79 3,300 s.f. STOR. BL ° Q
O
gh I O L�1 170`-4^_....�.,.-_, �ol�
' 000LLL--- _____ -
�,: � .�---�.--�_�- -._._- -SSI-0,,
�. _ t
,..- ' f--...�.. ��(:?
1� X
OF T"T
`T \
f� 76 5,100 S.f. STORAGE BUILDING mI ( 77 4,800.) f. STORAGE BUILDING
\1
/ e °�------ to 170T -0N®160'4"---
`t
3,400 s.f. - 170-0XSTOR. LDG. N 75 317
, 00 S. l`L,t STORM BLDG. - a
N
165'-0rvM"
_3.,400 s.f
STOR. BLDG. o
3,300 s.f.
56.16 _....__-`170'-4"__.. STOR. BLDG. N o°
165 4 t
357.0
5.98 z `.� - _. - - C 357.'4
t
t
57.01
-
301 Of 301 I TIME
o _ - - - -
7Q
5,100 s.f. STORAGE BUILDING ` 71 800 SYf.------STORAGE-, BUILDING o
M
MATCHLINE SEE SHEET 3
?
h�
9 T4' C 358.14
Sry .-•"".._."'k+' ph..._ -� -_____ /
• 1854 � _
� I C 358 14 �h• R ory
g
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.. Wte M 5 e fe A. "o ., t mq 0 STITT of GLIPgiNiR
BfRRRTIENT aE TRANSPORTATION
B" "Al ACCESSIBLE PARKING
6°LC "99" IEAI
SIBN °M 1y9ee"1.1e
NRE AmLE
OFF-STREET PARKING SIGNS Rsv ABDy ^oSB Jou: St 1111 o swEEEpps A M". j'IN Ins a°w° o:Eo emo°
marxl S�°t ar 9...0.1 ° E° + PA°5 I IS ai E A e
XM,. B N -REVISED STANDARD EPLAN RSPB ASOA
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1"=30'
SHEET NO.:
ioi Toa -eOFF-STREET
Sol S 9
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1 z vmcmT of TOTE
IF ILL, I f°R EAa 1. M
m°Aw A.! 1RCT1°x rNEREff oIII IMIEF
r-
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C 357.33 -.
CONSTRUCTION NOTES: `, / C 357 7
/ 1, � O 5,758 s.f.BUILDINGSRIoto°rB
Q1INSTALL TYPE "B"CURB AND GUTTER PER C.O.B. STD -1 / � � � o C 357.33 P30141 C 357.79
s ✓o o
R2 INSTALL TYPE
AMR CURB AND GUTTER PER C.O.B. STD -2 m 24 M Ng 0.25%
V
F3 INSTALL HANDICAP RAMP357.07
® INSTALL CONNECTING WALL PER DETAIL 9/4. C 357.
V Lij
1600NG ok._- 357.10
/ ^ 35 .
C 356 82 0
C 356.76 �j 4 A\ ol, T 357.88
O oy5 ( f
4,400 s.. I I 41 `000 s.f. s
/ / \ c35s62 i$C S ORI BUILDINGI� $� STORt BUILDING\ "L
G 356 76 o PROPOSED GRADES IN RV AREA SHOWN 2" _ 110 I " - _ - - 100'4" '\I
,( BELOW FINAL CONCRETE ELEVATION. FOR 1 - -
$a 2" GRAVEL INSTALLATION ALLOWANCE.
356, \
5.74
356.57 o STOk. BLDG. NI��
h _ -OZ; h 79 3,300 s.f. STOR. BL ° Q
O
gh I O L�1 170`-4^_....�.,.-_, �ol�
' 000LLL--- _____ -
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�. _ t
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OF T"T
`T \
f� 76 5,100 S.f. STORAGE BUILDING mI ( 77 4,800.) f. STORAGE BUILDING
\1
/ e °�------ to 170T -0N®160'4"---
`t
3,400 s.f. - 170-0XSTOR. LDG. N 75 317
, 00 S. l`L,t STORM BLDG. - a
N
165'-0rvM"
_3.,400 s.f
STOR. BLDG. o
3,300 s.f.
56.16 _....__-`170'-4"__.. STOR. BLDG. N o°
165 4 t
357.0
5.98 z `.� - _. - - C 357.'4
t
t
57.01
-
301 Of 301 I TIME
o _ - - - -
7Q
5,100 s.f. STORAGE BUILDING ` 71 800 SYf.------STORAGE-, BUILDING o
M
MATCHLINE SEE SHEET 3
?
h�
9 T4' C 358.14
Sry .-•"".._."'k+' ph..._ -� -_____ /
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PLOT DATE: Jun 14, 2016 -11:46a
JOB NO.:
12041
J
12041 -04 -GP
SCALE:
1"=30'
SHEET NO.:
Q.
=
Z
o
w
Lu
071
z
co
Lu
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05
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ME2
PLOT DATE: Jun 14, 2016 -11:46a
JOB NO.:
12041
FILE NAME:
12041 -04 -GP
SCALE:
1"=30'
SHEET NO.:
4 of
6.9-gyr
ACCESS ROAD
L
HIGH WATER LINE 351.50 1.00'
ACCESSROAD
CONSTRUCTION NOTES:
BC
BEGINNING OF CURB
INV.
INVERT
INSTALL TYPE "M" CURB AND GUTTER PER C.O.B. STD -2
BCR
BEGIN CURB RETURN
OG
ORIGINAL GROUND
MATCH EXIST.
!r/ P
SSW
BACK OF SIDEWALK
P
PAVEMENT
N G �
CR
CROWN OF ROAD
PCC
POINTOF COMPOUND CURVE
2
C&G
CURB & GUTTER
PRC
POINT OF REVERSE CURVE
1
2 DI
DRAINAGE INLET
PT
POINT OF TANGENT
AYr, b
5.48 INV. 18" NE 349.30
A II 1
�I
It
N
1 EC
END OF CURVE
TC
TOP OF CURB
15.00'
EP
EDGE OF PAVEMENT
000.00
PROPOSED ELEVATION
ECR
END CURB RETURN
SS
SANITARY SEWER
}v �\
zTl I
}Oyu ° 6 p er mbar
(000.00)
EXISTING ELEVATION
SSMH
SANITARY SEWER MANHOLE
FH
FIRE HYDRANT ASSEMBLY
S=0.0000
SLOPE, IN FOOT PER FOOT
ACCESS RAMP
FL
FLOWLINE
STA.
STATION
10'.
FTG
TOP OF FOOTING ELEVATION
SO
STORM DRAIN
.rairlrmx or Cm9/and, andQO'
GB
GRADE BREAK
SDMH
STORM DRAIN MANHOLE
BOTTOM 336.50
GV
GATE VALVE
2A90'MAt r 11•Ade(RI2n, fisMJeaxrefe inti
STREET LIGHT (ARTERIAL)
5
HP
HINGE POINT
TYPICAL DETAIL AT
STREET LIGHT (LOCAL)
POND X -SECTION A -A
p to a' 'qh.
��mz
mathe bah, M" Md shWes
All ,i,farAT, steel mega ASiM speaif,.ofone
CONSTRUCTION NOTES:
N
c
:. 11
INSTALL TYPE "B" CURB AND GUTTER PER C.O.B. STD -1
ON ORT H 0
INSTALL TYPE "M" CURB AND GUTTER PER C.O.B. STD -2
3O' Q' 30, 73-1
INSTALL HANDICAP RAMP
EP(355.70) ®
INSTALL CONNECTING WALL PER DETAIL 914, SEE SHEET 4
MATCH EXIST.
!r/ P
SUMP TO BE CONSTRUCTED PER COB STANDARDS D-11, D-12 AND D-13
6 .. 44, t , ....__...... ._....._- - - _._-.
N
c
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i.
°D011d 275' a a0' Am nm (larvn , a2nJ
EASEMENT PER DD C.
TO 355.37
FL 354.87 DI
INV. 18D'NE 349.5011ISN 66 LF OF 18"0
ii
W
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6.6
�« K
i P, Y
@ 5=0.0030
SSW 35544 X0
ggoW b Mronm ben Me pfy En9yya, avweM
r
tl
N G �
c .P
I
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INSTALL SDMH 's
f
I
00
"
� "�,
x
URIM 354.54
ba _.�._..__fNV�18"SW3dJ:30��1---_.._------..".-_
b v
I
(sem,)
I
AYr, b
5.48 INV. 18" NE 349.30
A II 1
�I
It
N
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e
I I ,std.
shay
�'� (a
i
36"
KNOCK
OUT
�.
D-13
taro -A aarepMmces
I.�
L
35530
(a I*
}v �\
zTl I
}Oyu ° 6 p er mbar
k .
to ne T.1, stT
30y"J
6 .. 44, t , ....__...... ._....._- - - _._-.
c355,o:;
353.70
OCIT
N
c
WV Pq
�
N
°D011d 275' a a0' Am nm (larvn , a2nJ
GAS LINE
I,
W
�
m
6.6
%
STREET SIGN
ggoW b Mronm ben Me pfy En9yya, avweM
A
rkriza,
4"CONCRETE DRIVE AISLE
to mybe
N
I
i I'
4
2.04%
a0
apn
20'
00
tM a .post
20'
(RhmJMaD
a 8 .. 4
b v
I
(sem,)
I
AYr, b
n
p...
A II 1
�I
It
N
a
e
I I ,std.
shay
�'� (a
i
36"
KNOCK
OUT
CITY OF BAKSVN=ELD
CAIFOFNA
D-13
taro -A aarepMmces
I.�
L
_m
(a I*
}v �\
zTl I
}Oyu ° 6 p er mbar
PLAN SECTION
to ne T.1, stT
30y"J
e
NOTES: a 0 apsoe+20'(A8m)OJ)5•x 20'(I4nm x5AnmJ
gel r,c
rade t,
K Ok o is blo g' tle gs Ona coat.
re, S0' A9m M -'r a4♦
( n� oq
--
20'(SUm) Yh ZO'(StMmf Yh
I. AAs edam d fmfam ro ro' Azsn
awika4e 10'02
!
m1'�)'
10'.
z
eafans of Me
I arra! rpaihnlAAs nfiMd 'slndrd
1
(AfSnJ
NOTES
T
;
.rairlrmx or Cm9/and, andQO'
II .615' (limn 1
If yao-Yznfknx
I shah aGasMnh Nearbal d nmworor ;, mpmnd
Ai a bel
smss, Age l pryaTmnt a I syo-faGn;
jr.,`
1 omni a ql
rygoad nmml e4fM. .FIf 60 it
If 60 arse ac
bof ietY P tt tv OP- y -
2A90'MAt r 11•Ade(RI2n, fisMJeaxrefe inti
2 Sxk Mda no
drpes I excem?l.
5
a leaemR
(A
d
TYPICAL DETAIL AT
S Sx sfneod 0-1J M of notes
a'p'es gd,mw sea/d.xose, 3any'(rin�) cawAm
p to a' 'qh.
��mz
mathe bah, M" Md shWes
All ,i,farAT, steel mega ASiM speaif,.ofone
e-wj 5
-
U),o�
Aif(n mpam' b Mroe,m /ran Me my fngi,em
l E
Arte bosse bRef
U43 CATCH BASIN U43 CATCH BASIN
OldCaSAle Pr2C8S1 3' x 3' w/ 6" WALLS
Ad fxmn,IS
It 1, Irrd Miln
x aamrefe Nae be ern he a 0411 prymnlm Dsa of resand dellen
0
Nw.
el ro mer s0 -)ore e1
\puss
i
AM I rendurk4s a buss ff ma usmmfmSLInm4"x\1.1
VI
n,m,Daa
e.
6nb,N
vre WMMPammhthe al+vrtwo ELEVAT70N
SECTION A -A
a P°519 Mot W t° port Posb a tela
to le a til
w
a7VI
p.l AN ATS• r AIS' (Sinn r lean) sbeMa DP darts
.Maws o-,a¢v
a ao" (aan) m rmra
STANDARD
�
HEIGHT 1
DRAINAGE BASIN
7. Tahk sffd 6e last b
dm Ahs f. kap swine- e,0 Dayan
M°'
OUTLET STRUCTURE
6' t.e ar
CITY or BAK D D-10
OL
O
it EeM: sig .1bob or AS& A -M2, a.1.
mrwrans
.76 m
9 90rsee pgraarM Mm be rmadu<des A,L to greet and
iu n.
e: ala
gess ser rdir del a m to o Ispm of 45' (a INA
i:S:YNN..'-..'T
4"b"
nW
-..
e
CHAIN-LINK FENCE
QFC
n:":xi'i
m^
CITY OF BAKEAffBD
CNJF<)FM
D-12
,r
ern Z
N
r
yr
I
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C 365.36
I
.
mIf
C 355,36.
20'
I
8% 0
0
0
�
�
Y
C 365
38
I
O H
J 0
) •
C
e
N
N
y
c355,o:;
353.70
OCIT
11' (Sam) e, m ayreAH by the Gfy Enghsa -
f a.0'Gall ghsa tf hue i/hNa Use 15, (94W
4-- rb(1.sn) by " rS ".J uh
5(mead.Met l}IOn SA NefaA.G srob
m rppraaN dY G(G ' mTnAe by Me pry
1e'
11'I,
AR, }- -- ---
11' (5h^) 1z'(aanl Yh
(vunl r¢ ,ma.
�pafM Afrin
H' ((an) Aar
PLAN w�
tasixem and I mba or ala and a i% Sot.
n Aeae Is & delamerM by the GYy & wrest
NOTES
I. M eesr Mom Md rnl Is Me gViNihe satins 9 Prkr Is kv,.nm( pea a ppeex Me
a Me cmnI aepawrs ahrbe$fmrbd $&shin; 'Alma"
Slofe If Whbas &chess me Amspafar Aff, (1) burr nee y ROAgr /bn'r nAe emannlr
Aer OoPaM,m rsa,.VaMtk oesf .1 esror.
DoQ �lyaM�f Y laikks fa De mah'e,es
� opal mob mMesf
gam
Z At by Ime or pl Mat AAWII4 Me mtllMa and IT) Ertl, his m ejuse of ees Me Nfy, art
isaske o/ I"'PsI reAs Ae miles Mat m seeslAl (A) NO sel beat to gnmt. an-
i,Smfed M reAer and ¢pos' by Me Gfy tI refse 'h'Abe If are Alinas Arwage mr l art
the mil sNf atm' e' e
uM.I a; a
/MreiYaa agyal f dein.
Alem off ' iNu Wf
0ex .f na.mi B
( b Mre may r t6iq r (1 Port o fn» dyes. ro ¢amt. md,fmmn
r () fwmMba ro wrr a Me rarycray r vrAx m Me az,rmte me
'f me 1 N , 1.1, 11 axaue the safe ea
el fy ()Para' fo sml eihrA m iye dY 11 Gfy fas, Is
droh teaw',Y me sMlm h rM �reen.(i aufi fine m
fns Wrevefe Al ae fmNrvrtm
J ( a badts ,rYW De eifh n
arts' erten (e M
Y Y mMa C 4onfah IroSdb M as t mcA'froe
(J r
A^poraY
OI Me Gtr Emp,ea. - m4 mM Use Is be Wfbna< /adifks m
msW fa
Tnppvy WINn M.I be ail a es Wlass, (J) Nadee Me „a.rmy mmmmis /a Me WfAwfe
a Iffe ee a 6tes JOa' (91d q a Me by ft dash pMr and ttfmfm dam.
a °Mame m kfamhes me ggowd by Me Q'(y
Ergmw. la Me wAriee- /, is , Net pmt e, It 30 rw °
AfoS dam sbeR how o (:12 m me a rife NM o IV . b ssI e, 25'1 sl
oA4 to Is, city &,9 . rhe me rofbrm oagf- (TS1 apnre metes), 1rq fp rqt m mmmnm of Me mart
Pear.
a Sib M ssev m
eA.ea rr
We !!OaSa hum sem bear, Mm I,I
(1
sAKre
metas Md sea0.0:0
Y r a not eesw:-m,r dm;, h 1. 5' (AIsnJ afp 1 h 'tr00.4
or het 12 poen her be but" 159' mh bin, .mat sevens,
a Gan-Ak Mm and�1be Ad martin 1I 111 IS N not ko fe ball n prymmd amx rot--
u.aAamr Mam n r araRgasadd Nmead
skle A r1 tr o -u taste mm and seseam
dols
INV. 24" N 347.56 "mss
INV. 18" SW 347.56
354.50 C 354.51
}. 4 \ HNSTALL 52 LF OF 24"0 SD PIPE @
o
0 353=92
/
353.40 ^ o i
re, Ui ati / °, 3.09
4` CO 576% ° C35381 01STo "
O :15% �� p
O C353.81AY X
fi.
3
t O�
oO 353.21 C
ro z -1e
6.97% `- C 353.72 'C 353.72
0 0 - 7.'
'�IIIfJ/ 1. I Chl
i1 e
o A
m C
0 I
0
0 C355.15
C_355.15
zh
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INV. 18"E 348.43
INV, 24" N 347.43
INV. 24"S 347.43
INSTALL 18" CURB WITH W HIGH CHAIN
LINK FENCE PER CITY STD. D-12
INSTALL 108 LF OF 24" 6 SD PIPE @ S=0.0025
CONSTRUCT SUMP PER CITY \
STD. D-11, D-12, D-13
12.00' 336.50
336.50
- - 158.99'
83,00'
f �5 PROPOSED RETENTION BASIN
PROPOSED VOLUME: 8.0AC.FT.
REO. VOLUME: 3.70 AC.FT
SUMP BOTTOM: 336.50
MATCHLINE SEE SHEET 3
' UNeu oMmnm
WV Pq
WATER VALVE
°D011d 275' a a0' Am nm (larvn , a2nJ
GAS LINE
00
01s', 10'r 10' Arg'e Both laded (o myle 60' (RlSn) hen mrS
invert
art b,et Al
oa, gallein ppe 7.779IR OIk,,bm) X
/s+m ,lroan r ra>anJ
STREET SIGN
ggoW b Mronm ben Me pfy En9yya, avweM
X6N bk,%0'.
rkriza,
4"CONCRETE DRIVE AISLE
to mybe
5" CONCRETE DRIVE AISLE
I
Wb es,dngond
sore Nfn 9as raa tr. PON
4
TEMPORARY PAVEMENT (2"AC16"AB)
a0
apn
20'
EXISTING ASPHALT PAVEMENT
tM a .post
20'
(RhmJMaD
a 8 .. 4
b v
I
(sem,)
I
AYr, b
n
p...
A II 1
�I
It
Is
a
e
I I ,std.
"m.
�'� (a
i
36"
KNOCK
OUT
CITY OF BAKSVN=ELD
CAIFOFNA
D-13
taro -A aarepMmces
I.�
L
(a I*
}v �\
zTl I
}Oyu ° 6 p er mbar
PLAN SECTION
to ne T.1, stT
30y"J
al
job I t ,.
A r M1, erbd M1gOE
NOTES: a 0 apsoe+20'(A8m)OJ)5•x 20'(I4nm x5AnmJ
gel r,c
rade t,
K Ok o is blo g' tle gs Ona coat.
re, S0' A9m M -'r a4♦
( n� oq
--
20'(SUm) Yh ZO'(StMmf Yh
I. AAs edam d fmfam ro ro' Azsn
awika4e 10'02
!
m1'�)'
10'.
z
eafans of Me
I arra! rpaihnlAAs nfiMd 'slndrd
1
(AfSnJ
NOTES
T
;
.rairlrmx or Cm9/and, andQO'
II .615' (limn 1
If yao-Yznfknx
I shah aGasMnh Nearbal d nmworor ;, mpmnd
Ai a bel
smss, Age l pryaTmnt a I syo-faGn;
jr.,`
1 omni a ql
rygoad nmml e4fM. .FIf 60 it
If 60 arse ac
bof ietY P tt tv OP- y -
2A90'MAt r 11•Ade(RI2n, fisMJeaxrefe inti
2 Sxk Mda no
drpes I excem?l.
a1°9 U abberse1w uske A ream, a 13'(I0an)
a leaemR
S Ag .pries meld n IAL m0ef shvelere fief he MI y{
TYPICAL DETAIL AT
S Sx sfneod 0-1J M of notes
a'p'es gd,mw sea/d.xose, 3any'(rin�) cawAm
p to a' 'qh.
��mz
mathe bah, M" Md shWes
All ,i,farAT, steel mega ASiM speaif,.ofone
I. GnaeM dM nnf h res vy
an . pv
nxem ono:S
bIge
C/)
Aif(n mpam' b Mroe,m /ran Me my fngi,em
l E
Arte bosse bRef
U43 CATCH BASIN U43 CATCH BASIN
OldCaSAle Pr2C8S1 3' x 3' w/ 6" WALLS
Ad fxmn,IS
It 1, Irrd Miln
x aamrefe Nae be ern he a 0411 prymnlm Dsa of resand dellen
Enclosure Solutions p 3 9°
Nw.
el ro mer s0 -)ore e1
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i
AM I rendurk4s a buss ff ma usmmfmSLInm4"x\1.1
VI
n,m,Daa
e.
6nb,N
vre WMMPammhthe al+vrtwo ELEVAT70N
SECTION A -A
a P°519 Mot W t° port Posb a tela
to le a til
See sfmamd 0-9 kr eselow binrb sterol OUTLET STRUCTURE
a7VI
p.l AN ATS• r AIS' (Sinn r lean) sbeMa DP darts
.Maws o-,a¢v
a ao" (aan) m rmra
STANDARD
HEIGHT 1
DRAINAGE BASIN
7. Tahk sffd 6e last b
dm Ahs f. kap swine- e,0 Dayan
M°'
OUTLET STRUCTURE
6' t.e ar
CITY or BAK D D-10
OL
CALFOl
it EeM: sig .1bob or AS& A -M2, a.1.
mrwrans
.76 m
11' (Sam) e, m ayreAH by the Gfy Enghsa -
f a.0'Gall ghsa tf hue i/hNa Use 15, (94W
4-- rb(1.sn) by " rS ".J uh
5(mead.Met l}IOn SA NefaA.G srob
m rppraaN dY G(G ' mTnAe by Me pry
1e'
11'I,
AR, }- -- ---
11' (5h^) 1z'(aanl Yh
(vunl r¢ ,ma.
�pafM Afrin
H' ((an) Aar
PLAN w�
tasixem and I mba or ala and a i% Sot.
n Aeae Is & delamerM by the GYy & wrest
NOTES
I. M eesr Mom Md rnl Is Me gViNihe satins 9 Prkr Is kv,.nm( pea a ppeex Me
a Me cmnI aepawrs ahrbe$fmrbd $&shin; 'Alma"
Slofe If Whbas &chess me Amspafar Aff, (1) burr nee y ROAgr /bn'r nAe emannlr
Aer OoPaM,m rsa,.VaMtk oesf .1 esror.
DoQ �lyaM�f Y laikks fa De mah'e,es
� opal mob mMesf
gam
Z At by Ime or pl Mat AAWII4 Me mtllMa and IT) Ertl, his m ejuse of ees Me Nfy, art
isaske o/ I"'PsI reAs Ae miles Mat m seeslAl (A) NO sel beat to gnmt. an-
i,Smfed M reAer and ¢pos' by Me Gfy tI refse 'h'Abe If are Alinas Arwage mr l art
the mil sNf atm' e' e
uM.I a; a
/MreiYaa agyal f dein.
Alem off ' iNu Wf
0ex .f na.mi B
( b Mre may r t6iq r (1 Port o fn» dyes. ro ¢amt. md,fmmn
r () fwmMba ro wrr a Me rarycray r vrAx m Me az,rmte me
'f me 1 N , 1.1, 11 axaue the safe ea
el fy ()Para' fo sml eihrA m iye dY 11 Gfy fas, Is
droh teaw',Y me sMlm h rM �reen.(i aufi fine m
fns Wrevefe Al ae fmNrvrtm
J ( a badts ,rYW De eifh n
arts' erten (e M
Y Y mMa C 4onfah IroSdb M as t mcA'froe
(J r
A^poraY
OI Me Gtr Emp,ea. - m4 mM Use Is be Wfbna< /adifks m
msW fa
Tnppvy WINn M.I be ail a es Wlass, (J) Nadee Me „a.rmy mmmmis /a Me WfAwfe
a Iffe ee a 6tes JOa' (91d q a Me by ft dash pMr and ttfmfm dam.
a °Mame m kfamhes me ggowd by Me Q'(y
Ergmw. la Me wAriee- /, is , Net pmt e, It 30 rw °
AfoS dam sbeR how o (:12 m me a rife NM o IV . b ssI e, 25'1 sl
oA4 to Is, city &,9 . rhe me rofbrm oagf- (TS1 apnre metes), 1rq fp rqt m mmmnm of Me mart
Pear.
a Sib M ssev m
eA.ea rr
We !!OaSa hum sem bear, Mm I,I
(1
sAKre
metas Md sea0.0:0
Y r a not eesw:-m,r dm;, h 1. 5' (AIsnJ afp 1 h 'tr00.4
or het 12 poen her be but" 159' mh bin, .mat sevens,
a Gan-Ak Mm and�1be Ad martin 1I 111 IS N not ko fe ball n prymmd amx rot--
u.aAamr Mam n r araRgasadd Nmead
skle A r1 tr o -u taste mm and seseam
dols
INV. 24" N 347.56 "mss
INV. 18" SW 347.56
354.50 C 354.51
}. 4 \ HNSTALL 52 LF OF 24"0 SD PIPE @
o
0 353=92
/
353.40 ^ o i
re, Ui ati / °, 3.09
4` CO 576% ° C35381 01STo "
O :15% �� p
O C353.81AY X
fi.
3
t O�
oO 353.21 C
ro z -1e
6.97% `- C 353.72 'C 353.72
0 0 - 7.'
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0 I
0
0 C355.15
C_355.15
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INV. 18"E 348.43
INV, 24" N 347.43
INV. 24"S 347.43
INSTALL 18" CURB WITH W HIGH CHAIN
LINK FENCE PER CITY STD. D-12
INSTALL 108 LF OF 24" 6 SD PIPE @ S=0.0025
CONSTRUCT SUMP PER CITY \
STD. D-11, D-12, D-13
12.00' 336.50
336.50
- - 158.99'
83,00'
f �5 PROPOSED RETENTION BASIN
PROPOSED VOLUME: 8.0AC.FT.
REO. VOLUME: 3.70 AC.FT
SUMP BOTTOM: 336.50
MATCHLINE SEE SHEET 3
10.67'
0.67' FLAT 0.67'
1.50'
k.
2.00'
r---- 1200'.�
CHANNEL INLET
5
X0
�p
/ L
060
O
W
r0'(Jml ----------
WV Pq
WATER VALVE
Bore n r��Laas•!*mmJ e
GAS LINE
00
"R"VALUE
invert
art b,et Al
oa, gallein ppe 7.779IR OIk,,bm) X
a,web dor fmtan. eae. ahA am mme
STREET SIGN
ggoW b Mronm ben Me pfy En9yya, avweM
2" GRAVEL (DUST BINDER)
rkriza,
4"CONCRETE DRIVE AISLE
..0)h9 b mebe, W -2M8 a be, slmmd aAa9kafhtt
5" CONCRETE DRIVE AISLE
I
Wb es,dngond
sore Nfn 9as raa tr. PON
4
TEMPORARY PAVEMENT (2"AC16"AB)
STANDARD
EXISTING ASPHALT PAVEMENT
tM a .post
PROPOSED SIDEWALK
a 8 .. 4
b v
I
P r
I
AYr, b
n
p...
A II 1
�I
ee
Is
a
e
I I ,std.
"m.
a r Ma a eselt NM mine a.w4d ,kn .ue,
i
36"
KNOCK
OUT
CITY OF BAKSVN=ELD
CAIFOFNA
D-13
taro -A aarepMmces
I.�
L
}v �\
zTl I
}Oyu ° 6 p er mbar
to ne T.1, stT
30y"J
al
job I t ,.
A r M1, erbd M1gOE
LU
gel r,c
rade t,
K Ok o is blo g' tle gs Ona coat.
j
--
20'(SUm) Yh ZO'(StMmf Yh
10'.
z
to -( )MA
NOTES
T
;
1. hetd°IM It" int Sof. dao de h aandere nM
N OY seymane+h or Sl W-4 Me YM✓ad
II .615' (limn 1
If yao-Yznfknx
I shah aGasMnh Nearbal d nmworor ;, mpmnd
N
1 omni a ql
bof ietY P tt tv OP- y -
2A90'MAt r 11•Ade(RI2n, fisMJeaxrefe inti
P.GG rA9 ,M
a1°9 U abberse1w uske A ream, a 13'(I0an)
a leaemR
Neon. detmn Me aaD mA rmrc Mar x mm
TYPICAL DETAIL AT
S Sx sfneod 0-1J M of notes
CULVERT ENDWALLS
p to a' 'qh.
��mz
I. pmh da Ee hrrMes of tll mgks h hos kne
All ,i,farAT, steel mega ASiM speaif,.ofone
nxem ono:S
bIge
C/)
U43 CATCH BASIN U43 CATCH BASIN
OldCaSAle Pr2C8S1 3' x 3' w/ 6" WALLS
Ad fxmn,IS
(Tamm
Enclosure Solutions p 3 9°
Nw.
the pbf NM 9dm4m angina a baYmfe' Axre uses
\puss
i
AM I rendurk4s a buss ff ma usmmfmSLInm4"x\1.1
68 CoD),sgIo 0 2009 b,v Oldcasfie Precart Inc.
n,m,Daa
e.
SECTION A -A
a P°519 Mot W t° port Posb a tela
to le a til
a7VI
p.l AN ATS• r AIS' (Sinn r lean) sbeMa DP darts
FENCING TABLE
a ao" (aan) m rmra
HEIGHT 1
7. Tahk sffd 6e last b
dm Ahs f. kap swine- e,0 Dayan
M°'
H
6' t.e ar
Isnot er. AM bDrx dart es /P AJm,
Wr NF+ox ( ),qdf
OL
m
7-6"
it EeM: sig .1bob or AS& A -M2, a.1.
.76 m
9 90rsee pgraarM Mm be rmadu<des A,L to greet and
iu n.
e: ala
gess ser rdir del a m to o Ispm of 45' (a INA
i:S:YNN..'-..'T
4"b"
_,effSTANDARD
CHAIN-LINK FENCE
QFC
n:":xi'i
CITY OF BAKEAffBD
CNJF<)FM
D-12
10.67'
0.67' FLAT 0.67'
1.50'
k.
2.00'
r---- 1200'.�
CHANNEL INLET
5
X0
�p
/ L
060
O
W
WATER LINE
WV Pq
WATER VALVE
G
GAS LINE
00
"R"VALUE
invert
art b,et Al
BARRICADE, B-1
a,web dor fmtan. eae. ahA am mme
STREET SIGN
ggoW b Mronm ben Me pfy En9yya, avweM
2" GRAVEL (DUST BINDER)
D
4"CONCRETE DRIVE AISLE
..0)h9 b mebe, W -2M8 a be, slmmd aAa9kafhtt
5" CONCRETE DRIVE AISLE
I
EXISTING PAVEMENT TO BE REMOVED
D
TEMPORARY PAVEMENT (2"AC16"AB)
STANDARD
EXISTING ASPHALT PAVEMENT
PROPOSED SIDEWALK
yeess, - 9 P
(ef l wA
ena,A,A
lm <tolfm,
1. MM are, tat
=ft
1 q 15.
(Am n)
T JO' 30' aaA Tea ax
(aan lase,
al PAb - 2875'
i7ses) Is
10 Ne
X11 /w"*1T 1(al�Jl (5y9�1 sn°/rt
eon - PW. 20' I_ '1 Yh I-
(56mp eq bM PEDESTRIAN GA IF
A, ease eesft,wmn .
CITY STANDARD RAMP
fm rM, mt4aYA a abf ro a aetM a
CHAIN LINK FENCE
ao' seam
BLOCK WALL
2. Wnnm Ma. Ness Thad MdI F(An 2S (6Dmm/
b SS' (QINN Nem a eb M N IrvMa1
MAJOR DRAINAGE INLET
invert
art b,et Al
SURVEYMONUMENT
a,web dor fmtan. eae. ahA am mme
WATER METER
yeess, - 9 P
(ef l wA
ena,A,A
lm <tolfm,
1. MM are, tat
=ft
1 q 15.
(Am n)
T JO' 30' aaA Tea ax
(aan lase,
al PAb - 2875'
i7ses) Is
10 Ne
X11 /w"*1T 1(al�Jl (5y9�1 sn°/rt
eon - PW. 20' I_ '1 Yh I-
(56mp eq bM PEDESTRIAN GA IF
A, ease eesft,wmn .
NOTES. 4e,
I. smaam p.p ands mubeefes em ro gw4 me
JOB NO.:
fm rM, mt4aYA a abf ro a aetM a
l man-ak IdfmMn y
rk tA"I b the eti8f"!ms NASN
ao' seam
-XZ
del2
2. Wnnm Ma. Ness Thad MdI F(An 2S (6Dmm/
b SS' (QINN Nem a eb M N IrvMa1
e.
invert
art b,et Al
�I
a,web dor fmtan. eae. ahA am mme
9 a44 Aamrm by rte a?, of mebelral be OoeM
ggoW b Mronm ben Me pfy En9yya, avweM
0-11 fwY to rmanmd arts -yore
es, be osve" a*l pgxnief d'earyame
'b
..0)h9 b mebe, W -2M8 a be, slmmd aAa9kafhtt
I.
I
'esb. o-,mE
me pa eM gds akl er beribe ltl somas bees Is
dsa saw naI,,; mA
STANDARD
(,
s'
a 8 .. 4
b v
I
P r
I
F
I I
n
p...
A II 1
�I
ee
Is
a
NOTES. 4e,
I. smaam p.p ands mubeefes em ro gw4 me
JOB NO.:
fm rM, mt4aYA a abf ro a aetM a
l man-ak IdfmMn y
rk tA"I b the eti8f"!ms NASN
ao' seam
-XZ
del2
2. Wnnm Ma. Ness Thad MdI F(An 2S (6Dmm/
b SS' (QINN Nem a eb M N IrvMa1
BMlaealw el Anxit9 art gots da Mn mmM. mM bH
invert
art b,et Al
fgWenbeh N mean, as A If EM YrwbJ Ilesseswes,
201 a Ldl( ks Aev lmnf N pwyaris m. wwl elle eEfm
a,web dor fmtan. eae. ahA am mme
9 a44 Aamrm by rte a?, of mebelral be OoeM
ggoW b Mronm ben Me pfy En9yya, avweM
0-11 fwY to rmanmd arts -yore
es, be osve" a*l pgxnief d'earyame
'b
..0)h9 b mebe, W -2M8 a be, slmmd aAa9kafhtt
,,i ,pie
Note A /' � fh deehe, Ob011s
I. DOI rami eM bale perp Nay N bel m Alseb of
'esb. o-,mE
me pa eM gds akl er beribe ltl somas bees Is
dsa saw naI,,; mA
STANDARD
m..,ea,
J
sea®
It Alm eshesel vaadm seen hrtpues, a el be win
CHAIN-LINK GATES
n
p...
Ah i, 5 - 9 faa. AAi m anaburfn AN Me dab.
Is
kNM hlo'omen andw.abbe.ee NM lays
e
I I ,std.
"m.
a r Ma a eselt NM mine a.w4d ,kn .ue,
i
36"
KNOCK
OUT
CITY OF BAKSVN=ELD
CAIFOFNA
D-13
taro -A aarepMmces
I.�
L
Back to Table of Contents
JOB NO.:
U43 CATCH BASIN
FILE NAME:
*
6"
CATCH BASIN
1"=30'
�? Pp\PS
U43 BOX
0 CIL ce)
3
\' y St 'ata ffpme
9
O�n,A0 w
dog ,'LJJ''A1�_31S
_,•
l tem lit,
'b
��SN3all
,,i ,pie
Note A /' � fh deehe, Ob011s
2
V
J
QLU
Coo a to
U
e
I I ,std.
i
36"
KNOCK
OUT
i
1 t
o
I.�
L
}v �\
zTl I
}Oyu ° 6 p er mbar
to ne T.1, stT
30y"J
al
job I t ,.
A r M1, erbd M1gOE
LU
gel r,c
rade t,
K Ok o is blo g' tle gs Ona coat.
b
J
n. t d t jab
z
.. qn
z
W bgtt
w
[]
F. gr bbd k1 k t
bof ietY P tt tv OP- y -
t be try kly q t t, b
z�
St d grade r' nt qs available6' i. smee lts
p to a' 'qh.
��mz
All ,i,farAT, steel mega ASiM speaif,.ofone
,Is req;rea
C/)
U43 CATCH BASIN U43 CATCH BASIN
OldCaSAle Pr2C8S1 3' x 3' w/ 6" WALLS
LU
Enclosure Solutions p 3 9°
a'
sod IA -r J It. -
) urs 600,
SmmN
w
68 CoD),sgIo 0 2009 b,v Oldcasfie Precart Inc.
C 355.70
/ 4 \C 355.76
355.69
al
W
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W
H
U
W
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JOB NO.:
e
FILE NAME:
*
b/AY J
yo
1"=30'
�? Pp\PS
5 of6
0 CIL ce)
Cs
9
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5�4
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PLOT DATE: Jun 14, 2016 - 11:46,
JOB NO.:
12041
FILE NAME:
12041 -05 -GP
SCALE:
1"=30'
SHEET NO.:
5 of6
2
o
J
QLU
U
LU^
LU
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w
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W
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PLOT DATE: Jun 14, 2016 - 11:46,
JOB NO.:
12041
FILE NAME:
12041 -05 -GP
SCALE:
1"=30'
SHEET NO.:
5 of6
Know what's below.
0111 before you dig.
I I�
�I II
II 1� 1
I I t 1
IIS
f
777-7-1-11
VISUAL BMP'S
® WASTE MANAGEMENT
WM-1 MATERIAL DELIVERY AND STORAGE
WM-2 MATERIAL USE
WM-3 STOCKPILE MANAGEMENT
WM4 SPILL PREVENTION AND CONTROL
WM-5 SOLID WASTE MANAGEMENT
WM-6 HAZARDOUS WASTE MANAGEMENT
WM-7 CONTAMINATED WASTE MANAGEMENT
WM-8 CONCRETE WASTE MANAGEMENT
WM-9 SANITARY/SEPTIC WASTE MANAGEMENT
WM-10 LIQUID WASTE MANAGEMENT
VISUAL BMP'S
WIND EROSION CONTROL
WE -1 WIND EROSION CONTROL
SEDIMENT EROSION CONTROL
® SE -1 SILT FENCE
--T--- SE -4 CHECK DAMS
SE -5 FIBER ROLLS
SE -7 STREETVACUUMING
d OR O SE -10 STORM DRAIN INLET PROTECTION
TRACKING CONTROL
TC -1 STABILIZED CONSTRUCTION ENTRANCE
NON -VISUAL BMP'S
EROSION CONTROL
EC -1
SCHEDULING
Z� EC -2
PRESERVE EXISTING VEGETATION
EC4
HYDROSEEDING
NON -STORM WATER MANAGEMENT
NS -1
WATER CONSERVATION PRACTICES
NS -3
PAVING AND GRINDING OPERATIONS
NS -8
VEHICLE AND EQUIPMENT CLEANING
NS -9
VEHICLE AND EQUIPMENT FUELING
NS -10
VEHICLE AND EQUIPMENT MAINTENANCE
NS -12
CONCRETE CURING
NS -13
CONCRETE FINISHING
OTHER WPCP ELEMENTS
I.I..I
Q
Q
*i+J- DISCHARGE POINTS FROM PROJECT
4-�— DRAINAGE PATTERN
® CONSTRUCTION PERIMETER
DISTURBED SOIL AREA
W
0-
EXISTING VEGETATION TO BE UNDISTURBED
NONE
KNOWN HAZARDOUS SOILS
NONE
PROTECT DRAIN INLET
PROTECT DRAIN INLET
ai
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U W
od W
o�SN3Dn
0
ai
NORTH
80 80
NOTES:
1. NOTE APPENDIX H FOR SPECIFICATIONS OF ALL BMP'S
2. NOTE, BMP'S TO BE DEPLOYED ON AN AS NEEDED BASIS DEPENDENT UPON
PHASE OF CONSTRUCTION AND AT DISCRETION ON QSD/QSP.
3. PRIOR TO A RAIN EVENT, QSP SHALL INSURE SITE IS IN COMPLIANCE BASES
UPON CURRENT PHASE OF CONSTRUCTION.
`SWEEPING AND VACUUMING MAY NOT BE EFFECTIVE WHEN SEDIMENT IS WET
OR TRACKED SOIL IS CAKED. CAKED SOIL MAY NEED TO BE SCRAPED LOOSE
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