HomeMy WebLinkAbout6.9-305GRADING NOTES:
1. ALL GRADING SHALL CONFORM TO THE CITY OF BAKERSFIELD ORDINANCES
AND STANDARDS PERTAINING THERETO (CALIFORNIA BUILDING CODE,
APPENDIX ✓) AND SHALL BE SUPERVISED AS ENGINEERED GRADING IN
ACCORDANCE WITH CITY OF BAKERSFIELD ORDINANCES.
2. ALL GRADING SHALL CONFORM TO THE RECOMMENDATIONS CONTAINED
IN, AND MADE A PART HEREOF, THE GEOTECHNICAL/GEOLOGIC STUDY
INVES77CATION REPORT PREPARED KRAZAN & ASSOCIATES INC.
PROJECT NO. 022-06088 DATED JUNE 27, 2006, AND
ALL ADDENDUMS THERETO. IN CASE OF A CONFLICT BETWEEN THE
PLANS AND SPECIFICATIONS, THE MORE STRINGENT REQUIREMENTS
WILL TAKE PRECEDENCE.
3 THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORY
CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE
WTH THE PLANS, SPECIFICATIONS AND CODE WITHIN HIS PURVIEW.
4. THE SOK ENGINEER, DESIGN ENGINEER, AND BUILDING OFFICIAL
SHALL BE NOTIFIED 48 HOURS PRIOR TO PLACING ANY MATER/AL.
5 THE GRADING CONTRACTOR SHALL CONTACT ALL COMPANIES NTH
UNDERGROUND FACILITIES PRIOR TO BEGINNING CONSTRUCTION AND
VERIFY THE LOCATION AND DEPTH OF ALL UNDERGROUND FACILITIES,
INCLUDING TELEPHONE, ELECTRIC, WATER, SEWER, OIL AND GAS
LINES THE ENGINEER ASSUMES NO RESPONSIBILITY FOR BURIED
LINES NOT INDICATED ON THE PLAN OR FOR INFORMATION OBTAINED
FROM OUTSIDE SOURCES. (USA 1-800-227-2600)
6. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING ALL
AREAS TO + OR - 0.10 FOOT. IF AN AREA SHOULD BE FOUND TO BE
MORE THAN 0.10 FOOT OUT OF LEVEL AFTER COMPAC77NG AND
ACCEPTANCE OF GRADING, THE CONTRACTOR SHALL RETURN AND
CORRECT THE GRADING AT NO COST TO THE OWNER.
Z THE GRADING CONTRACTOR SHALL WATER AS REQUIRED DURING THE
GRADING OPERATIONS TO PREVENT THE OCCURRENCE OF A DUST
NUISANCE AND SHALL PROTECT CURBS AND OTHER OBJECTS WHICH ARE
TO REMAIN. DUST CONTROL SHALL CONFORM TO THE SAN JOAQUIN
VALLEY UNIFIED AIR POLLUTION CONTROL DISTRICT REGULATIONS
8. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL
PERSONS AND PROPERTY,, THAT THIS REQUIREMENT SHALL APPLY
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND
THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE
OWNER, ARCHITECT, AND THE ENGINEER HARMLESS FROM ANY
LIABILITY, REAL OR ALLEGED, IN CONNECON NTH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY
ARISING IN RI FROM THE SOLE NEGLIGENCE OF THE OMER ARCHITECT OR
THE ENGINEER.
9. EXCA VA 77ON - EXCAVATION SHALL CONSIST OF ALL EXCA VA BON
INVOLVED IN GRADING THE PROJECT AS SHOWN ON THE PLANS, EXCEPT
ANY EXCAVATION SEPARATELY DESIGNATED AND PAID FOR AS A
SEPARATE ITEM.
10. EMBANKMENTS - EMBANKMENT CONS7RUCTION SHALL CONSIST OF
CONSTRUC77NG LOT EMBANKMENTS, INCLUDING THE PREPARATION OF
AREAS FOR WHICH THEY ARE TO BE PLACED, THE CONSTRUCTION OF
DIKES WTHIN OR OUTSIDE THE CONS7RUCTTON AREA, THE PLACING
AND COMPACTING OF APPROVED MA 7ERIAL MTHIN THE CONSTRUCTION
AREA WHERE UNSUITABLE MATERIAL HAS BEEN REMOVED, AND THE
F EMBANKMENT MATERIAL IN HOLES FOR
PLACING AND COMPACTINGM O EMB K
N 7R 77 N M ANKMEN PREPARING SUB -GRADE AT THE
THE COS UC 0 E B TS
GRADING PLANE, CONFORMING TO THE GRADE TOLERANCE, DOING
NECESSARY PLONNG OR BENCHING, IMPORTING OR BORROW, PLA[/NG
AND COMPACTING MATERIAL TO THE LINE AND GRADES SHOWN ON THE
PLANS AND AS DIRECTED BY THE ENGINEER SHALL BE CONSIDERED AS
INCLUDED IN THE CONTRACT PR/CE PAID PER CUBIC YARD FOR
EXCAVATION, AND NO ADDITIONAL COMPENSA 77ON WILL BE ALLOWED
FOR SUCH WORK.
17. THE WORK EMBRACED HEREIN SHALL BE IN ACCORDANCE NTH THE
STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT
OF TRANSPORTARON, CURRENT EDITION, INSOFAR AS THE SAME MAY
APPLY IN ACCORDANCE WTH THE NOTES HEREON. IN CASE OF
CONFLICT NTH THE STANDARD SPECIFICATIONS AND ANY NO 7255
HEREON, THE N07ES HEREON SHALL TAKE PRECEDENCE OVER AND BE
USED IN LIEU OF SUCH CONFLICTING PORTIONS. SAID
SPECIFICA77ONS SHALL APPLY BUT NOT BE LIMITED TO THE
FOLLOWNG:
A) ALL CONCRETE SHALL BE CLASS B" AS IN ACCORDANCE
NTH SECTION 90 AND SHALL HAVE AT LEAST
2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS,
12. IN THE EVENT CONSTRUCTION STAKING BASED ON MCINTOSH & ASSOCIATES'
PLANS, DRAWNGS, OR OTHER DOCUMENTS IS PERFORMED BY ANOTHER
FIRM, MCINTOSH & ASSOCIATES SHALL BE HELD HARMLESS AND RELEASED
FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS,
DRAWINGS, OR OTHER DOCUMENTS.
13. MCINTOSH & ASSOCIATES SHALL NOT BE RESPONSIBLE OR LIABLE FOR
UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS. ALL
CHANGES TO THESE PLANS MUST BE APPROVED, IN N?lTING, BY
McINTOSH & ASSOCIATES.
14. UPON COMPLETION OF GRADING AND BEFORE THE START OF
CONSTRUCTION, A FINAL SOILS REPORT SHALL BE PREPARED
BY THE SOIL ENGINEER.
15. THE SOIL ENGINEER SHALL REVIEW ALL EXCAVATIONS PRIOR TO
BACKFILLING AND SHALL BE NOTIFIED OF ANY ITEM ENCOUNTERED
DURING THE GRADING OPERA77ONS THAT MIGHT AFFECT FOUNDA770N
STABILITY SO RECOMMENDATIONS CAN BE MADE BY THE SOIL
ENGINEER.
16. CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 2: 1.
17 ALL SLOPES GREATER THAN THREE FEET IN VERTTCAL HEIGHT SHALL
BE PREPARED AND MAINTAINED TO PREVENT EROSIOfN.
I& IMPORTED FILL MATERIAL: REFER TO SPECIFIC EARTHWORK
RECOMMENDABON FOR IMPORTED FILL MATERIAL REQUIREMENTS
IN SOILS REPORT.
19. CLEARING AND GRUBBING: REFER TO SPECIFIC EARTHWORK
RECOMMENDA77ONS FOR CLEARING AND GRUBBING REQUIREMENTS
IN SOILS REPORT.
20. AREAS TO RECEIVE FILL REFER TO SPECIFIC EARTHWORK RECOMMENDATIONS
IN THE SOILS REPORT
21. FILL MATERIAL: REFER TO SPECIFIC EARTHWORK RECOMMENDATIONS FOR
FILL MA7ERIAL LAYERING AND REQUIREMENTS STATED IN THE SO/LS
REPORT
22. ALL FILL TO BE COMPACTED TO A MINIMUM OF NINETY (90X) PERCENT
MAXIMUM DENSITY AS DETERMINED BY APPROVAL METHOD PER APPENDIX
✓ OF THE CURRENT CALIFORNIA BUILDING CODE AND GER77FIED BY TESTS
AND REPORT FROM SOILS ENGINEER.
23. ENGINEERED PILL SHALL BE PLACED IN LAYERS NOT EXCEEDING SIX (6)
INCHES IN COMPACTED THICKNESS BROUGHT TO NEAR THE OPTIMUM
MOISTURE CONTENT OR TO A MOISTURE CONTENT COMMENSURATE NTH
EFFECTIVE COMPACTION AND SOIL STABILITY, AND COMPACTED TO BOX OF
THE MAXIMUM DENSITY PER ASTM D1557-7$ UNLESS SPECIFIED
OTHERWISE. COMPACTION SHALL BE CER77FIED BY TESTS AND REPORT
FROM THE SOILS ENGINEER.
24. FACES OF ALL CUT AND FILL SLOPES SHALL BE PLANTED NTH A
GROUND COVER INDIGENOUS TO THE AREA AND MAINTAINED AGAINST
EROSION.
25. QUAN77RES FOR EARTHWORK
CUT - 18,805 CY
FILL - 11,753 CY
EXCESS EXPORT TO BE STOCK PILED WTHIN LIMITS OF DISTURBED AREA.
QUANTITIES ARE FOR GRADING PERMIT ONLY. THE ENGINEER MAKES
NO WARRANTY OF THE ANTICIPATED SHRINKAGE FACTOR. IN CASE OF
EXCESS OR SHORTAGE, THE CONTRACTOR SHALL CONTACT THE ENGINEER
SO THAT ADJUSTMENTS MAY BE MADE. THE CONTRACTOR SHALL NOT
USE THESE QUANnnES TO BASE HIS BID ON.
26. BUILDING PAD PREPARATION: REFER TO SPECIFIC RECOMMENDATION
SHOWN IN SOLS REPORT.
2Z PA VEM£NT AREAS REFER TO SPECIFIC RECOMMENDATION ON
SHOWN IN SOILS REPORT.
28. AN OSHA PERMIT IS REQUIRED WHEN WORKERS MUST ENTER TRENCHES
OR EXCAVA77ON FIVE (5) FEET OR DEEPER.
29. SUFFICIENT ACCESS TO THE EXIS77NG AND ABANDONED WELLS SHALL BE
MAINTAINED IN ORDER FOR THE DIVISION OF GAS, OILS AND GEOTHERMAL
RESOURCES (DIVISION) TO INVESTIGATE THE CONDITION OF THE WELL HEADS
AND CHECK FOR LEAKAGE. IF ANY REABANDONMENTS ARE REQUIRED,
THE DIVISION SHALL FURNISH THE NECESSARY SPECIFICATIONS TO
THE PROPERTY OWNER.
30. AT THE INITIAL CONSTRUCTION MEETING PRIOR TO GRADING ACTIWRES ALL
CONSTRUCTION WORKERS MUST BE INFORMED AS TO THE SYMPTOMS OF
VALLEY FEVER.
31. THE CONTRACTOR SHALL COMPLY WTH THE GUIDE FOR ASSESSING AND
MITIGATING AIR QUALITY IMPACTS (GAMAQI), JANUARY 10, 2002 REWS/ON,
GUIDANCE DOCUMENT WHICH LISTS THE FOLLOWING MEASURES AS APPROVED
AND RECOMMENDED FOR CONSTRUCTION AC77WTIES WTHIN THE SAN JOAQUIN
VALLEY AS FOLLOWS.
A. MAINTAIN ALL CONSTRUC77ON EQUIPMENT AS RECOMMENDED BY
MANUFACTURER MANUALS.
B. SHUT DOWN EQUIPMENT WHEN NOT IN USE FOR EXTENDED PERIODS OF
TIME.
C. USE ELECTRIC EQUIPMENT FOR CONSTRUC77ON WHENEVER POSSIBLE IN
LIEU OF DIESEL OR GASOLINE POWERED EQUIPMENT.
D. CURTAIL USE OF HIGH-EMIT77NG CONSTRUC770AI EQUIPMENT DURING
ODS F HIGH O EXCESSIVE AMBIENT POLLUTANT CONCENTRATIONS
EXXCC 0 H R X VE ESSIVE AMBIENT POLLUTANT CONCENTRATIONS SUCH AS SPARE -
THE -AIR' DAYS AS DECLARED BY THE SJVAPCD.
E ENCOURAGE CONS7RUCRON EMPLOYEES TO CARPOOL OR USE SHUTTLE
TO RETAIL ESTABLISHMENTS AT LUNCH.
32 PRIOR TO SITE GRADING, SUBDIVIDER SHALL HAVE A PRECONS7RUCTION
SURVEY CONDUCTED TO SEARCH FOR NA77VE KIT FOX DENS. SURVEY
SMALL BE SUBMITTED TO THE PLANNING DIRECTOR FOR REVIEW PRIOR
TO GRADING. THE APPLICANT MAY BE SUBJECT TO SPECIAL NOTIFICATION
REQUIREMENTS TO AGENCIESl TO GRADING LAND CONTAINING DENS.
PRIOR
33. PRIOR TO THE APPROVAL OF A GRADING PLAN, SUBDIVIDER IS SUBJECT TO
TO THE MIGRATORY BIRD NESTING
SEASON TY ACT.
INCLUDING THE SWANSON HAWK
DURING THE RAPTOR FEBRUARY THROUGH SEPTEMBER.
IF CONSTRUCTION IS TO OCCUR DURING RAPTOR NE57ING776REEDING SEASON
(FEBRUARY THROUGH SEPTEMBER) NO CONSTRUCTION ACTIVITY SHALL TAKE
PLACE WTHIN 500 FEET OF A NEST. TREES TO BE REMOVED THAT
CONTAIN NESTS SHALL BE REMOVED
ONLY DURING NON -BREEDING SEASON
(OCTOBER THROUGH JANUARY)
34. THE PRESENCE OF ANY PREVIOUSLY UNIDENTIFIED PROTECTED SPECIES WHICH
ARE NOT ADDRESSED IN THE MBHCP, INCLUDING THOSE PROTECTED UNDER
THE FEDERAL MIGRATORY BIRD TREATY ACT, SHOULD BE AVOIDED AND
EVALUATED BY A QUALIFIED BIOLOGIST PRIOR TO CONSTRUCTION. THE
FISH & WILDLIFE SERVICE (USFWS) AND CALIFORNIA DEPARTMENT OF
FISH & GAME (GDFG) SHOULD BE NOTIFIED OF PREVIOUSLY UNREPORTED
PROTECTED SPECIES. ANY UNANTICIPATED TAKE OF PROTECTED NLDUFE
SHALL BE REPORTED IMMEDIATELY TO THE CDFG AND USFWS.
35. IF ARCHEOLOGICAL OR PALEONTOLOGICAL RESOURCES ARE DISCOVERED
DURING EXCAVATION AND GRADING AC7774DES ON-SITE, THE CON7RACTOR
SHALL STOP ALL WORK AND THE DEVELOPER SHALL RETAIN A QUALIFIED
ARCHEOLOGIST TO EVALUATE THE SIGNIFICANCE OF THE FINDING AND
APPROPRIATE COURSE OF ACTION. SALVAGE OPERATION REQUIREMENTS
IN APPENDIX K OF THE CALIFORNIA ENVIRONMENTAL QUALITY ACT
GUIDELINES SHALL BE FOLLOWED AND THE TREATMENT OF DISCOVERED
NA77VE AMERICAN REMAINS SHALL COMPLY NTH STATE CODES
REGULATIONS OF THE AMERICAN HERITAGE COMMISSION.
36. SHOULD HUMAN REMAINS BE DISCOVERED AT ANY TIME ON ANY POR77ON
OF THE PROJECT, WORK SHALL HALT AND THE CORONER BE NOTIFIED
IMMEDIATELY (SECTION 7050.5 OF THE HEALTH AND SAFETY CODE).
IN THE ABSENCE OF AN ARCHAEOLOGICAL MONITOR, A QUALIFIED
ARCHAEOLOGIST AND 774E LOCAL NA 17VE AMERICAN COMMUNITY SHALL
ALSO BE NOTIFIED,
3Z THE CONTRACTOR SHALL COMPLY WITH SAN JOAQUIN VALLEY AIR
POLLUTION CONTROL DISTRICT (SJVAPCD) REGULATION VIII, DUST
CONTROL MEASURES TO ENSURE COMPLIANCE SPECIFICALLY DURING
GRADING AND CONSTRUCTION PHASES. THE U177GA77ON MEASURES
TO BE TAKEN ARE AS FOLLOWS
A. WATER EXPOSED SURFACES (SOIL) 7HREE-7744E5/DAY.
B. WATER ALL HAUL ROADS AT A MINIMUM OF THREE TIMES PER DAY.
C. REDUCE SPEED ON UNPAVED ROADS TO LESS THAN 15 MILES PER HOUR.
D. STABILIZE ALL DISTURBED AREAS INCLUDING STORAGE PILES, WHICH ARE
NOT BEING ACTIVELY UTILIZED FOR CONSTRUCTION PURPOSES USING WATER
WATER OR BY COVERING NTH A TARP, OTHER SUITABLE COVER OR
VEGETATIVE GROUND COVER.
E. CONTROL FUGITIVE DUST EMISSIONS DURING LAND CLEARING, GRUBBING,
LEVELING, GRADING, OR CUT & FILL OPERATIONS NTH APPLICATION OF
WATER OR BY PRESOAKING.
F. WHEN TRANSPORTING MATERIALS OFFSIDE, MAINTAIN A FREEBOARD LIMIT
OF AT LEAST SIX INCHES AND COVER OR EFFECTIVELY WET TO LIMIT
VISIBLE DUST EMISSIONS.
G. LIMIT AND REMOVE THE ACCUMULATION OF MUD AND/OR DIRT FROM
ADJACENT PUBLIC ROADWAYS AT THE END OF EACH WORKDAY.
(USE OF DRY ROTARY BRUSHES IS PROHIS17ED EXCEPT W4EN PRECEDED
OR ACCOMPANIED BY SUFFICIENT WETTING TO LIMIT VISIBLE DUST
EMISSIONS AND USE OF BLOWERS IS EXPRESSLY FORBIDDEN).
H. STABILIZE THE SURFACE OF STORAGE PILES FOLLOWNG THE ADDITION
OR REMOVAL OF MATERIALS USING WATER.
L REMOVE 7RACKOUT WHEN IT EXTENDS 50 OR MORE FEET FROM THE
SITE AT THE END OF EACH WORKDAY.
J. CEASE GRADING ACTIWRES DURING PERIODS OF HIGH NABS (GREATER
THAN 20 MPH OVER A ONE-HOUR PER/OD).
K. ASPHALT -CONCRETE PAWNG SHALL COMPLY WTH THE SJVAPCD ROLE
4641 AND RESTRICT USE OF CUTBACK, SLOW -CURE AND EMULSIFIED
ASPHALT PAWNG MA7ERIALS.
M. GRADING WORK MEL BE SUPERVISED AS ENGINEERED GRADING IN
ACCORDANCE NTH APPENDIX J OF THE C.B.C.
39. NO WORK SHALL BE PERFORMED INSIDE CURRENT CITY OF BAKERSFIELD
RICHT-OF-WAY UN77L AN ENCROACHMENT PERMIT IS OBTAINED.
40 DISUBJECT NT
SCHARGE ELIMINA77ONSYSTEM (NPDES), PROVISIONS NOTICE OF NTENT- (NOE)UTO
COMPLY NTH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM
WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-
0009-DWO AS AMENDED BY ORDER 2010-0014-DWO AND ORDER 2012-0006-
DWO) MUST BE FILED WTH STATE WATER RESOURCES CONTROL BOARD IN
BEFORE THE BEGINMNG OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH
THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION
PLAN (SW'RPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE
AVAILABLE FOR PUBLIC DURING NORMAL CONSTRUCTION HOURS. WASTE
DISCHARGER IDEN77RCA77ON (M)ID) NO. SF15C387002 HAS BEEN ISSUED BY
THE STATE WATER RESOURCES CONTROL BOARD FOR THIS PROJECT.
41, AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF
BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED
WTHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY UNLESS SECURED
BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED
ENGINEERS ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-
OF-WAY AND INSURANCE AS REQUIRED SHALL BE PROWDED PRIOR TO
ISSUANCE OF A PERMIT.
42. ALL WORK WEE STOP IMMEDIATELY IF ANY UNKNOKN ODOROUS OR
DISCOLORED SOIL OR OTHER POSSIBLE HAZARDOUS MATERIALS ARISE
DURING ANY PART OF THE TESTING, GRADING, OR CONSTRUCTION ON
THE PROJECT SITE
43. THE HANDLING AND STORAGE OF HAZARDOUS AND ACUTELY
HAZARDOUS MATERIALS SHALL BE RESTRICTED TO LESS THAN
THRESHOLD PLANNING QUANTITIES WITHIN 1,000 FEET OF SENSITIVE
RECEPTORS WHICH INCLUDE RESIDENTIAL AREAS, SCHOOLS DAYCARE
CENTERS, HOSPITAL, CONVALESCENT HOMES AND OTHER LARGE
IMMOBILE POPULATIONS SENSITIVE RECEPTORS SHALL NOT BE
APPROVED WTHIN ZONES OF CANCER RISK IDENDFIED BY A HEALTH
RISK ASSESSMENT OF GREATER THAN 10 IN 1,000,000.
44. CONSTRUCTION ACTIVITIES ASSOCIATED NTH DEVELOPMENT OF THE
PROJECT SITE WOULD BE REQUIRED TO BE IN CONFORMANCE NTH
SECTION 9.22.050 OF THE CITY OF BAKERSFIELD MUNICIPAL CODE
WHICH LIMITS CONSTRUCTION TO THE HOURS OF 6 A.M. TO 9 P.M. ON
WEEKDAYS AND BETWEEN 8 A.M. AND 9 P.M. ON WEEKENDS, WHERE
CONSTRUCTION OCCURS LESS THAN 1,000 FEET FROM RESIDENCES.
45. EQUIPMENT SHALL BE EQUIPPED WTH MUFFLERS AND MAINTAINED IN
ACCORDANCE WTH THE EQUIPMENTS' FACTORY SPECIFICATIONS. DURING
CONSTRUCTION ACTIWTIES THE CONSTRUCBON EQUIPMENT MUFFLER
AND MAINTENANCE RECORDS SHALL BE ONS/TE
46. PALEONTOLOGICAL MONITORING SHALL TAKE PLACE DURING CONSTRUCTION
EXCAVATION ACTIVITIES THAT RESULT IN EXCAVA77ONS OF SIX FEET BELOW
GROUND SURFACE OR GREATER WTHIN THE PROJECT SITE FOLLOWNG
ARE THE SPECIFIC MEASURES:
A. ASSIGN A PALEONTOLOGICAL MONITOR, TRAINED AND EQUIPPED
TO ALLOW THE RAPID REMOVAL OF FOSSILS WITH MINIMAL
CONSTRUCTION DELAY, TO THE SITE FULL-TIME DURING THE
INTERVAL OF EARTH -DISTURBING ACTIVITIES.
B. SHOULD FOSSILS BE FOUND WTHIN AN AREA BEING CLEARED OR
GRADED, DIVERT EARTH -DISTURBING ACRWTIES ELSEWHERE UN77L
THE MONITOR HAS COMPLETED SALVAGE. IF CONSTRUCTION
PERSONNEL MAKE THE DISCOVERY, THE GRADING CONTRACTOR
SHOULD IMMEDIATELY DIVERT CONSTRUCTION AND NOTIFY THE
MONITOR OF THE FIND.
C. PREPARE IDENTIFY AND CURATE ALL RECOVERED FOSSILS FOR
DOCUMENTATION IN THE SUMMARY REPORT AND TRANSFER TO AN
APPROPRIATE DEPOSITORY.
D. SUBMIT A SUMMARY REPORT TO THE CITY OF BAKERSFIELD.
TRANSFER COLLE07EO SPECIMENS NTH A COPY OF REPORT TO
THE REPOSITORY.
PALEONTOLOGICAL MONITORING DURING CONSTRUC77ON ACTIVITIES THAT
INVOLVE EXCAVATION ACTIVITIES OF SIX FEET BELOW GROUND SURFACE
OR GREATER ON THE PROJECT SITE WOULD REDUCE THE POTENTIAL
IMPACTS ON PALEONTOLOGICAL RESOURCES TO LESS THAN SIGNIFICANT.
47. DUST CONTROL
CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DLP)
FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON
S17E AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY
OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WTH THE
PROWSIONS OF SAID PLAN.
48, STORM WATER PO TION PREVEN77ON
CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION
PREVENTION PLAN (SW'PP) FOR THIS PROJECT FROM THE DEVELOPER,
AND SHALL KEEP A COPY ON SITE AT ALL TIMES FOR THE DURATION
CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED
O COMPLY NTH THE PROVISIONS OF SAID PLAN.
49. ALL WATER IMPROVEMENTS SHALL BE APPROVED SEPARATELY BY
WATER RESOURCES DEPARTMENT.
50. ONSITE CATCH BASIN AND STORM DRAIN LINE TO BE PRIVATELY
MAINTAINED. C.O.B. SHALL NOT BE RESPONSIBLE FOR THE REPAIR
AND MAINTENANCE.
51. WASH OFF CONSTRUCTION AND HAUL TRUCKS TO MINIMIZE THE
REMOVAL OF MUD AND DIRT FROM THE PROJECT SITE.
52. MAXIMUM SLOPE RA770 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 29 ALTERNATIVELY,
THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK
OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK.
53 ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT
MEET CURRENT STANDARDS SET BY PUBLIC WORKS WLL REQUIRE REPAIRING
AND/OR UPGRADING AS PER CITY ENGINEER.
54. COMPACTION TEST NOTE - 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.
55. 24 HOUR NOTICE PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION,
THE CITY CONSTRUCTION INSPECTION SECDON SHALL BE GIVEN AT LEAST
24 HOUR NOTICE. THE SEC77ON MAY BE NOTIFIED AT (661) 326-3049.
56. UNDERGROUND SERWCE ALERT SHALL BE CONTACTED TWO (2) WORKING
DAYS PRIOR TO CONSTRUCTION. (1-800-612-2444)
CITY OF BAKERSFIELD
RECEIVED
GRADING AND DRAINAGE PLAN JUL I62019
CITY OF BAKERSFIELD
FOR PRASE 2 OF BUILDINGDEPARTMENI
ALL AMERICAN CITY SELF STORAGE
GPA/ZC 11-0383 & PCD 11-0385
G.P. NO. 19-40000026
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LEGAL., DESCRIPTION:
PARCEL "A" OF L.L.A. NO. 14-0427 PER CERTIFICATE OF COMPLIANCE
RECORDED JUNE 15, 2015 PER DOC. NO. 0215076484, O.R.
INDEX OF SHEETS
SHEET TITLE
C-1 COVER SHEET
C-2 ONSITE GRADING PLAN
C-3 OFFSITE GRADING PLAN
C-4 SOILS REPORT RECOMENDATIONS
C-5 EROSION CONTROL PLAN
C-6 BMP DETAILS
NOT ALL UNDERGROUND UTILITIES OR FACILITIES WERE LOCATED BY THIS
SURVEY AND THE SURVEYOR ASSUMES NO RESPONSIBILITY FOR UNDERGROUND
UTILITIES NOT SHOWN OR FOR INFORMATION DERIVED FROM ANY OUTSIDE
SOURCES.
AT&T UNDERGROUND LINES ARE NOT SHOWN SINCE MAPS WERE NOT PROVIDED.
ALL EASEMENT INFORMATION SHOWN HEREON IS BASED ON CHICAGO TITLE
COMPANY TITLE REPORT NO. FWHN-TO18000097, DATED JANUARY 10, 2018.
ANY PUBLIC FACIUTIES IN THE STREET RIGHT-OF-WAY WITHIN THE PROPERTY
FRONTAGE WHICH ARE SUBSTANDARD OR DAMAGED WILL REWIRE
RECONSTRUCTION OR REPAIR AS DETERMINED BY THE CITY ENGINEER.
BENCH MARK:
TOP OF CONCRETE MONUMENT IN LAMPHOLE
AT THE INTERSECTION OF OLD RIVER ROAD
AND BERKSHIRE ROAD.
ELEV. = 346.42' (USGS DATUM)
THE BEARING OF N 0021'13' E SHOWN FOR
THE WEST LINE OF THE SOUTHWEST QUARTER,
OF SEGOTN 20, T. 30 S., R. 27 E. ON PARCEL MAP.
NO. 12167, PHASE 1, P.M. BK. 60, PG. 105 WAS
USED AS THE BASIS OF BEARINGS SHOWN HEREON.
OWN-ER/DEVELOPER
NICHOLSON COMBS, LLC
2101 SAN GABRIEL AVE.
CLOVIS, CA, 93611
CONTACT: DAVID COMBS
PHONE; (559) 908-3711
ENGINEER
McINTOSH & ASSOCIATES
2001 WHEELAN COURT
BAKERSFIELD, CA 93309
CONTACT: ROGER A. MdNTOSH
PHONE: (661) 834-4814
APN
497-010-93
f b7fn
�JUL 1 9 2019
6.9-305
CITY RECORDS NO:
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_._._._._._._...------------------
._._.
VICINITY MAP
NOT TO SCALE
The GRADING PIAN a dawn on tlA ahmrltp Yflwaby aPPT•t*4
subledtowlyhltlbdedaonedlwwwaddNaw. AWwiWbythaPuhlfo
Works DeMrlmww■rd9Wk%gDapadnwfthdicMesappm 10*09
to deelgncritede used wd oodotmenaa dChySIwxtwd%Codesand
Oanenoea, Ergtrl fwthowbdMderwdavelapwahehbemspon
sible1wa=rwyofodwlabmsforthlsplananda Wfleubrntowr ifled
'a"mded' plan atter oomplaflan of the gmdh g.
APPROVED BY:
Qw*AQt WC.
bib Wortm Deparbnem Data
LEGAL., DESCRIPTION:
PARCEL "A" OF L.L.A. NO. 14-0427 PER CERTIFICATE OF COMPLIANCE
RECORDED JUNE 15, 2015 PER DOC. NO. 0215076484, O.R.
INDEX OF SHEETS
SHEET TITLE
C-1 COVER SHEET
C-2 ONSITE GRADING PLAN
C-3 OFFSITE GRADING PLAN
C-4 SOILS REPORT RECOMENDATIONS
C-5 EROSION CONTROL PLAN
C-6 BMP DETAILS
NOT ALL UNDERGROUND UTILITIES OR FACILITIES WERE LOCATED BY THIS
SURVEY AND THE SURVEYOR ASSUMES NO RESPONSIBILITY FOR UNDERGROUND
UTILITIES NOT SHOWN OR FOR INFORMATION DERIVED FROM ANY OUTSIDE
SOURCES.
AT&T UNDERGROUND LINES ARE NOT SHOWN SINCE MAPS WERE NOT PROVIDED.
ALL EASEMENT INFORMATION SHOWN HEREON IS BASED ON CHICAGO TITLE
COMPANY TITLE REPORT NO. FWHN-TO18000097, DATED JANUARY 10, 2018.
ANY PUBLIC FACIUTIES IN THE STREET RIGHT-OF-WAY WITHIN THE PROPERTY
FRONTAGE WHICH ARE SUBSTANDARD OR DAMAGED WILL REWIRE
RECONSTRUCTION OR REPAIR AS DETERMINED BY THE CITY ENGINEER.
BENCH MARK:
TOP OF CONCRETE MONUMENT IN LAMPHOLE
AT THE INTERSECTION OF OLD RIVER ROAD
AND BERKSHIRE ROAD.
ELEV. = 346.42' (USGS DATUM)
THE BEARING OF N 0021'13' E SHOWN FOR
THE WEST LINE OF THE SOUTHWEST QUARTER,
OF SEGOTN 20, T. 30 S., R. 27 E. ON PARCEL MAP.
NO. 12167, PHASE 1, P.M. BK. 60, PG. 105 WAS
USED AS THE BASIS OF BEARINGS SHOWN HEREON.
OWN-ER/DEVELOPER
NICHOLSON COMBS, LLC
2101 SAN GABRIEL AVE.
CLOVIS, CA, 93611
CONTACT: DAVID COMBS
PHONE; (559) 908-3711
ENGINEER
McINTOSH & ASSOCIATES
2001 WHEELAN COURT
BAKERSFIELD, CA 93309
CONTACT: ROGER A. MdNTOSH
PHONE: (661) 834-4814
APN
497-010-93
f b7fn
�JUL 1 9 2019
6.9-305
CITY RECORDS NO:
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OFFSITE CONSTRUCTION
of 1 i
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- x353.11 FL ,
'7/I SEE SHEET C-3
77
EX SOMH
RIM = 3526
NV 18 S 3464 (VIF)
Jr
INV i8 E 346.3 (NF)
S
352.66 FF_35310
5' I..V i<, 3 310 FF _-- 35282 FF > z -
�" - - 1 Pao 352.82 FF 352.8
376 FF
220
175 8 FF
19
o O,352 66 FF
oi
�°-"6 _n�-�-aI 4ji1 -,I 411II -I�Ij -t I j III 1 iII III °II ii -iL�I °�1 - Sc -- ,- o4a°.a- ° .Qa4 .VQ `E "x�� `✓ro_�s- —" —d _ nNV —I�� 4V. "�i Ud�G' N _ Q°Q°tII°VIT ° I I�1II
5
a„�_, _A I�a.°V � ��°-ai,ui_-•i' -�lV,'.G
2_
�IlI�I1
-
<z;
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1
<I
,Ia
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4353.10 FF -\ 35376 FF
353.03 C
wz�
8V
7
V i
-
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3 5_2.-83-2- 52'F_I F-�
3 -
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8
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"F"��
A35259 C "0 352.69 C35239 FL 4 3527C-o�.
0209 38 FL234 FLURLD 352.54 FL
352.64 FIL 52.73 FL/HP
FL 352,46 Fi 352.35 FL _ _ 0.20% 352.65 FL 352.55 FL020%/352.43 FL
200% 352 °
386% 3.75% 4 3.5% 280% 1 23002009352.54C :4
1 i
Q,56% 280% 3b59 28C9i 85% it 2809 3451 1
IT
°4 LJ a
° Q
4
° 4 4n
V b
d laa
° 4
(TYP°9
a 1 °1
° ° �°
°°
G 6L 1
2 0 1B 14
I!a ° v G °
°4 4
ll
IL ° L7,
Ll A
20 °i G
27 13. 0,1' V 2h A' 30' ° 2E 25 25 2U20 2
4 °
I
° 4 °
4
V11 4
I ai
I zi d 4
V
4
4 REMOVE EX Nl'
)�
°3.75%2$09 2
90na1I 28 'S
n
209 FF 59
X352.07 C 2 8C _ n 36m 1L .8-.0 y . -6,5'
u
'-_
l
:42-4-
10/%
w
_
7,T-
CONFORM
,CONFORM TO EX CONN. I �� ° 1
_ (TYP_ENTRE LENGTH) EX_ 18° RCP STORM DRAIN(S=00022) V 'V
FX. 3'x3' CATCH BASIN I --_
TG=JSIb O} -
INV 18” E = 348.3 (VIF) (CONFORM TO EX. CONC. (TYP. EX. 3'x3' CATCH BASIN'
p—,- ---I - --EXISTING STORAGE FACILITY (PHASE 1) ENTIRE LENGTH)
TG = 351.5
INV 18" W =347.5 (VIF)
INV 18" N =347.4 (VIF)
m
R
PROPOSED CMU
WALL (BY OTHERS)
1'
l+ '-- EX. 6'-0" WOOD FENCE
-- PROPOSED SITE -- I EX. RESIDENTIAL --
PROPOSED ".
BLDG F.F.
/.x// ✓ ! EX. S-13" CMU RETAINING WALL
(VERIFY FOOTING DIMENSION
4" C 4(. SL 0 �^ 'L, ?; PRIOR i0 CONSTRUCTION)7
OVER I' SAND
SECTION "A"
NO SCALE
VA2ILS 175 24j
EQUAL DIST EQUAL G_T.
11-1/2" (TYPO 1-1/2' ('YP)-
PROPOSED VARIES VARIES PROPOSED
BLDG. 61. 27 e% 2% 47 L G EF.
!//ice// /i, i/ .:/,F"TG, G
4" P.0 C. OVER i" SAND FL SWALE
REL. COMPacnoN) SECTION "B"
NO SCALE
MATCH EX.
AME ( SAME
OWNER I OWNER
_p ROPI
SED CMO
BLOCK WALL
(BY OTHERS)
1 PROPOSED
4" CONC. SLAB
EX. GROUND OVER 1" SAND
SECTION "C"
NO SCALE
R
SAME SAME
OWNER I OWNER'
---VACANT LAND - PROPOSED SITE
PROPOSED CMU-
'HALL (BY OTHERS)
i�
PROPOSED
BLDG. EF
MATCH EX.
Y .
EX GROUND � 4CONJ SIAII
SECTION "D" OVER 1 SAND
NO SCALE
20
0" 10' _
EX, SWALE
VARIES VARIES PROPOSED
E "i (ihAGk UNIT 2q 4% BLDG F.F.
i✓Gi ii�,r✓il,,;,"
,TV7/_ EL
/�//
�Ai ,fes;
EX. 5° AISLE CONFORM NEW ,.,.
DRIVE AISLE P.C.C. i0 EX. CONC
_T5' P.C.0 OVER 7" SAND
OVER 12" C.N.S. (90%
SECTION "E" REL. COMPACTOR)
NO SCALE
0
10 10'
GONG. SWALE 1-1/2" (TYPO .-
PROPOSED VARIES VARIES PROPOSED
BLDG FF.�� 27-4% 2% 4% 1\� BLDG FF
01
;RT
5 P.C.0 OVER 1" SAND
OVER 12° CALS_ (90% REL. COMPACTOR)
SECTION_ 'F"
NO SCALE
16,
Know what's below.
Call before you dig.
SCALE T" = 20'
20' 10' 0' 20' 40'
1
z.00w
� I
I
3
2 I
z
366
z
I I
I
I
i
364 M
I
I \ � 362
w
360 `' o
358
356
iI
f
354
--+---�-- i00, _ —--=3+°° 1 c 352
+DO
_�— _
2,007 l C-3 350
F Ii m , 348
6 m t+
346
n
344
Y � t
33900 BTMAATCH 342
340
/ 1 / 338
o
m
REMOVESALVAGE EX C.L.F. ' 336
I &
RE -INSTALL
TALL ALONG NEW SUMP LOT LINE /
0
340.30 BTM
BTM / � rL
u
�.�J'.
351 80 TOP/MATCH f d
^
x
µ& �
351 50 TOPS 351.85 TOP
7
ONSITE CONSTRUCTION SEE SHEET C-2
SECTION F
SCALE 1" = 20' HOR.
1" = 4' VERT.
_DWS ELEV 348.3
SUMP DATA
'.. '.. VOLUME REO'D = 11.72 ac.ft.
- VOLUME PROV ID = 15.33 act. - -
BTM ELEV. = 339.0
DWS DEPTH = 9.3 ft.
27 DWS ELEV =3483
2+00 3+00 4+00
SECTION G
SCALE 1" = 20' HOR.
1" = 4' VERT.
1"
8
M
30' 15' O'
m
ONSITE OFFSITE
60"
'
366
w
wR
366
360
;
N
'
384-
M
SUMP DATA
-
4
J
n
M
I
4
' 92.00"-----
1-- —�
357 22 TOP/MATCH-
362o.
350
n - - --- -
35224 IOP'
,,.
r_ - -
351.46 TOP/MATCH 2
346
a
`y
344
351.05 TOP,
351 25 70P � '`
, �
340
N
J362
_ _
�
360
6+75
a
VOLUME PROV'D = 15.33 ak
m
BTM ELEV. = 339.0
a�
3 60
DWS DEPTH 93ft.
-5
a+
36358
}w�,
o�
��
oT
IF
U
-
DWS ELEV. 348,3
owM
358
z.00w
� I
I
3
2 I
z
366
z
I I
I
I
i
364 M
I
I \ � 362
w
360 `' o
358
356
iI
f
354
--+---�-- i00, _ —--=3+°° 1 c 352
+DO
_�— _
2,007 l C-3 350
F Ii m , 348
6 m t+
346
n
344
Y � t
33900 BTMAATCH 342
340
/ 1 / 338
o
m
REMOVESALVAGE EX C.L.F. ' 336
I &
RE -INSTALL
TALL ALONG NEW SUMP LOT LINE /
0
340.30 BTM
BTM / � rL
u
�.�J'.
351 80 TOP/MATCH f d
^
x
µ& �
351 50 TOPS 351.85 TOP
7
ONSITE CONSTRUCTION SEE SHEET C-2
SECTION F
SCALE 1" = 20' HOR.
1" = 4' VERT.
_DWS ELEV 348.3
SUMP DATA
'.. '.. VOLUME REO'D = 11.72 ac.ft.
- VOLUME PROV ID = 15.33 act. - -
BTM ELEV. = 339.0
DWS DEPTH = 9.3 ft.
27 DWS ELEV =3483
2+00 3+00 4+00
SECTION G
SCALE 1" = 20' HOR.
1" = 4' VERT.
5+00
NOTES:
0 BE DON
1. SUMP EXPANSION 7 - WITONSITE GRADING SO THAT EXCAVATED
E H
MATERIAL CAN BE CLEANED AND USED AS FILL MATERIAL FOR ONSITE
GRADING. ANY EXCESS Q F MATERIALTHEREOF SHALL BE STOCK PILED WITHIN
THE PHASE 1 LIMITS OF DISTURBANCE AS SHOWN ON PERMIT N0.
14-40000082 AND SHALL BE USED AS RLL MATERIAL FOR FUTURE
ADJACENT DEVELOPMENTS.
2 THE EXPANDED SUMP BOTTOM IS TO BE OVER -EXCAVATED PER SOILS
RECOMMENDATIONS.
SCALE:
1"
8
M
30' 15' O'
m
30'
60"
M
366
w
wR
w
360
;
N
'
a
M
SUMP DATA
x
4
n
n
M
364
- N
354
o
350
IND PRORLE
'
2
348
E
VOLUME REO'D = 11.72 ac.ft.
346
344
342
340
N
J362
336
6+75
a
VOLUME PROV'D = 15.33 ak
m
BTM ELEV. = 339.0
a�
3 60
DWS DEPTH 93ft.
a+
o+
-
o�
��
oT
-
DWS ELEV. 348,3
owM
358
ON
P
a
O
N O
Fes-
mN
a Jm
IQ-
mN
O
F-tTl
o
m
356
- -
- 354
EX. GROUND PROFILE
- — —
352
350
--------------
------------------
348
XN
DWS ELEV 3483
-
_
--
- ...
?AF
5+00
NOTES:
0 BE DON
1. SUMP EXPANSION 7 - WITONSITE GRADING SO THAT EXCAVATED
E H
MATERIAL CAN BE CLEANED AND USED AS FILL MATERIAL FOR ONSITE
GRADING. ANY EXCESS Q F MATERIALTHEREOF SHALL BE STOCK PILED WITHIN
THE PHASE 1 LIMITS OF DISTURBANCE AS SHOWN ON PERMIT N0.
14-40000082 AND SHALL BE USED AS RLL MATERIAL FOR FUTURE
ADJACENT DEVELOPMENTS.
2 THE EXPANDED SUMP BOTTOM IS TO BE OVER -EXCAVATED PER SOILS
RECOMMENDATIONS.
SCALE:
1"
8
M
30' 15' O'
m
30'
60"
M
w
w
w
wR
w
360
;
N
'
a
3
x
- 356
w
- N
354
- 352
350
IND PRORLE
348
I FINISH GROUND PROFILE
346
5+00
NOTES:
0 BE DON
1. SUMP EXPANSION 7 - WITONSITE GRADING SO THAT EXCAVATED
E H
MATERIAL CAN BE CLEANED AND USED AS FILL MATERIAL FOR ONSITE
GRADING. ANY EXCESS Q F MATERIALTHEREOF SHALL BE STOCK PILED WITHIN
THE PHASE 1 LIMITS OF DISTURBANCE AS SHOWN ON PERMIT N0.
14-40000082 AND SHALL BE USED AS RLL MATERIAL FOR FUTURE
ADJACENT DEVELOPMENTS.
2 THE EXPANDED SUMP BOTTOM IS TO BE OVER -EXCAVATED PER SOILS
RECOMMENDATIONS.
SCALE:
1"
= 30'
M
30' 15' O'
364
30'
60"
6+00
EASEMENT LEGEND:
AN EASEMENT EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR
Oi FLOWAGE AND DRAINAGE PURPOSES RECORDED JUNE 10, 2015 AS DOC, NVi,
0215074113 OF OFFICIAL RECORDS.
AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR FLOWAGE AND
DRAINAGE PURPOSES RECORDED SEPTEMBER 16, 2015 AS DOC. NXic
0215129232 OF OFFICIAL RECORDS.
AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR FLOWAGE AND
O3 DRAINAGE PURPOSES RECORDED JUNE 21, 2019 AS DOG NEI, 219073022 OF
OFFICIAL RECORDS.
Know what's beim.
0111 before you dig.
366
M
364
M M
362
w
w
wR
360
;
8
358
a
3
x
- 356
w
- N
354
- 352
350
348
- _
346
344
342
340
338
336
6+75
EASEMENT LEGEND:
AN EASEMENT EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR
Oi FLOWAGE AND DRAINAGE PURPOSES RECORDED JUNE 10, 2015 AS DOC, NVi,
0215074113 OF OFFICIAL RECORDS.
AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR FLOWAGE AND
DRAINAGE PURPOSES RECORDED SEPTEMBER 16, 2015 AS DOC. NXic
0215129232 OF OFFICIAL RECORDS.
AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR FLOWAGE AND
O3 DRAINAGE PURPOSES RECORDED JUNE 21, 2019 AS DOG NEI, 219073022 OF
OFFICIAL RECORDS.
Know what's beim.
0111 before you dig.
XaZan & ASSOCIATES, INC.
nVVtAONMEN?Ad. ENGiNEERIP;G
"O TbC'rt NI CAI TRUCDER t • F.
tk f
- rN
� i'T V TESTING 4 I^n 5PE�71>
CC Ne TRIC 10,
June 27, 2006
sis Site Lafferty
Fuels Land Development, tile.
643 North Westwood Street
Potteri! vaCalifornia 93257
J , C a
RE: PreliminaryCxeo[eclwicalLrnginnering Hnvestigation
Antongiovmmi Residential t)ovelopment
Old River Road and Panama Lane
Balcerstield, California
Dear Ms. Lafferty:
KA Project No. 022-06088
In accordance with your earnest, we have completed a Preliminary Geotcclu ieal F�ghieerfng
Investigation for the above- referenced site. The results after investigation mu presented in Tore attached
report.
If you have any practical, or if we Wray be of further assistance, please do not hesitate lit contact our
office at (661) 837-9200.
DKJ:ch
= es ectfull submitted,
ti vs LAN & ASS
}O IA
�^ 3t
i� 2
1
K
P
David R. Sarosz -
�J.:;:D
:3FGR'�1if' '}i
-.-.�..-•' Managing Bou rice
RG6 No. 2f
,RCE N0.
Willi Of lona Seeving'lhe Wev7ern United States
2205 Coy Avatas • I akerefold CA 93an • {661} 837 -WW •Pax: {finis 337 9201
9 0Vtl1t 0.rt1en pub.•. cod ,e Dwaeprv" DDr
KA No. 022-0ra088
Page No. 9
'labs should be compacted to at.
Utility trench backfill placed in or adjacent to buildings and exteriors i o p
least 90 percent of nnaxiamnu density based on ASTM Test Method DI557. Utility neaon badkSll
placed in pavement areas should be compacted to at ;east 90 percent of maximerm density based nn
ASTM Tat Method D557. sa
pe beddng should be in accordance with
pipe mFnuiaaturer 5
recommendations.
The Contractor is urponsibde for removing all water -sensitive soils frena the trench regaidiass of the
backfill location and compaction requirements. The Contractor should use appropriate equipment and
,methods to avoid damage to the utilities and/or structures during fill placement coil compaction.
Foundations
Tire proposed structures may rte supported out a shallow foundation system hearing on undisturbed
native soils or Engineered Fill. Spread and continuous footings can be designed for the 'following
maximum atlowabfo son beating pressures:
.`Le"n`d'G •-'`'3LT;t; "'tYlldntai6iir:+t7A(71Y`i ".;.
$ id of
Dead [,(aid Only P
Dead -Plus -Live Load 2,6(16 psi
Total Load, including wind or seismic loads 2,650 psi
Footings should have a minimum embedment depth of 72 inches measured from rough grade or exterior
grade, whichever is lower,. Footings should have a mininnnn with of 12 taches, regardless of load.
ovensent
The total soil movement is not expected to exceed 7 innh
Differential coil m should be less
than V inch. Most of the sett duan is expected to occur during construntion as fate loads are applied.
However, additional post -construction settlement naey, occur if rite foundation soils are flooded or
saturated.
Resistance to lateral tooting dispincemein con he computed using an allowable fiction factor of 0.+4
acting between the base of foundations and the supporting subgrade. Laterad resistance for footings can
thernattal be dev f oped using an oliawabie equivalent fluid passive Process of 3513 pounds per cubic
foot acting againstainsT the appropriate Pr1fltG VeR'cal Footing
faces, Tlto
trezional and passive resistance of the
SOIi may be
combinewithout Yedieta5 in r
enomining
the anal l"u2
1a1 ieStSatC
A ca fact case no the
above value and, be used for shot t duration, utnd, or seismic loads.
Floor Slabs 1
i s mud Lxtet for plate to t
•a-11
Concrete slab-on-grachl floor should be underlain by a water vapor retarder. The water vapor retarder
-should be installed m accordance with ASTM Specification F, 1643A8. According to ASTM
Guidelines, the water vapor retarder ap
should consist of a robot retarder alnczting underlain by a minimum
of 3 inches of compacted, clean, gravel of/cinch maximum size. To aid in concrete curing an optional
Krazan & Assucitha s, Inc.
Who Offices Serving "Phe W"arin Latest Stares
tuY011l88.ee ¢„(j. agr+nn,_4eCMl.p..o }lone
KA No, 022-06088
e
PaB Nu. 6
Atter completion of the rcwmmeded site 1nepatellar, the site should he suitable for shallow turning
supports. "Fite proposed structure footings may be designed utilizing an allowable (searing pressure of
2,000 psffor dead -plus -five toads. Footings should have a minimum ion editr nt of 12 inches.
Groundwater !Yuan a on Strneturiedconstruetmt
Based on out findings and historical records, it is not anticipated that groundwater will rise within die
tions and pavements for the project.
act the construction of founds.
unite of structural influence or off ! J
P
However, ifmmd work is performed during or soon after periods of precipitation, the subgrade sons may
become, saturated "pump," ear not respond to thnisification techniques, Typical cal remedial nteamens
ntcinda: dsnmo and
assinfirby the sari during wonther mixing the soilii with dr}`
er materials;
't raising the soil wish an approved lime
id replacing the son al an approved till niatena(' m mix!
• inti at PP
removing g
g P
pp
or western product. Oar firm should be maintained prior to implementing extraction measures to observe
the unstable cabgrade conditions and provide appropriate recommendations,
site piepmation
(ameral site clearing should include removal of vegetation; existing utilities; StRaLb res including
Inundations, basement walls and floors; trees and associated toot systems; rubble; nebbish; and any
loose andwr saturated materials. Site stripping should extend to a minimum depth of 2 to 4 inches, or
rand all organics in excess of 3 percent by volume are removed. Deeper• stripping may be required in
localized areas. These materials will not be suitable for use as Engerwaed Fill. Howevor; stripped
topsoil may be stockpiled and reused in landscape or non-structural areas.
P Y p P
Numerous piles of tires, wood clippings, 55 -gallon drums, faun equipment, fund, and other donestc
debris are scattered around the residence. This debris should be comilkne dY removed trot,, the site.
Approximately 12 inches of fill material was encountered in Daring 139 within the vicinity of the
existing residential dwelling. The fill material pt'edamhaatedy consisted n, silty santk. `Cha thickness and
extenof tll national w rs determined based on limited test burin .
and visual observation. Thickerfill
le rill soils during the time of our field
present e site Limited son was eMatmed mt II
may be t . Cas the Lnm fe to b
Y P g P
and laboratory nves' 'aons. The limited estis. b mdruates that the fill soils were loosely P1 tr arid
Il soils be excavated and stockpiled
' recommended that ihesr, Cs
not nm>erd compacted. Therefore,it is t c
P
properly 7 p
ill be suitable for roman as Engineered
ggineered
Car that the native sol) can be prepared properly. `("hese soils w
Fill, provided iris ce
sad oexcessive m' arias and debris. Prior to backfileh
ICrazan Se Associates,
Enc. should ins cat he bottom OStte axe
nation to verify no additional inseavation
is re
rated.
The site oras utilized for agidculf nal prepones, urian a residential dwelling arid associated sheds near the
southeast corner of the site. Associated with these developments are baled structures such as utilities,
irrigation lines, water wells, and septic systems that extend into the project site, Any surface or buried
structures encountered during construction should he property removed and/or relocated and tin
resulting excavations backfilled with Euginccred pill. Disturbed areas caused by demolition activities
should he re errand and/or recomp,vctud. Excavations, depressecone or soft and pliant mons, extending
betow planned finish sublerade level should be cleaned to holy undisturbed soil, and ba li ifled with
Komar & Associates, Ino.
With O€fires Serving The Warrant Dniwit States
evow ,( "nota,.,: t.-, ,vw_,we
KA No. 022.06088
t age No. 16
> - r [miler. The granular till should consist
_ to 4 inches of granular tai may be placers mt top of the vapor e g
of damp ocean sand with at least 10 to 30 pereent of the sand passing the t00 sieve. brassard sbnuld bo
free of day, silt, or organic material. Rock dust which is manufacamed sand horn tock cashing
' tilt material should be com acted-
operntious is typically suitable for the granular fill. This gmnutol p
The exterior floors should be poured separately in order to act mdepcodently of the walls and
t anyvai ion system. Ail fills required to bring the building pads tornado should be Lips n wised Fills.
Moisture within file structure may be derived Cocoa water vapors, which were transformed Tram Clio
Inaisnne within the soils- This moisture vapor can travel through die vapor promote site and penetrate the
slahon-grade. This moisture vapor penetration can affect floor coverings and produce mold and
mildew in the stretctttre. To minimenc moisture vapor intrusion, it is recommended that a vapor retarder
be installed in accordance with ASTM guidelines, it is recommended that the utility reaches within tiro
shundare be compacted, as specified in our report, to minimization nunstuisslon of moisnlre ihrrongh the
utility trench baokfili. Spacial attention to the immediate do ahnagealid irrigation around the building is
rextrnieaded. Positive (haintly, should be ona inta1d away from tine structure and should be
maintained tiu•ougirmi: the lift, of the structure, loading of water shou id not be allowed adjacent to fine
sn3uctnre. Ova' -irrigation within landscaped areas adjacent ro the structure Should not be perfo recit In
a kliiinn, ventilation a the structure tiox ventilation fans) is reeonnne leo d to reduce ate anctumdation
of interior moisture,
Lateral Korth Pressures and Retuning SYafls
Walls retaining menzonttd backfill and capable of deflecting a mdndmutrn of 0.1 percent of its height at
the top may be designed using mt equivalent fluid active pressure of 35 pounds per square foot per foot
ordstem, Wails that are incapable coffins deflection or wails that tire fully constrained against deflection
may be designed for air equivalent fluid at -rest pressure of'55 pounds per square foot per foot per depth.
Expaasiv, soils should not be used for backfill against walls. '1`Ire wedge of mar -expansive backfill
Inaterial should extend from the journal of each retaining wall wovaid and upward at a slope of 2:1
fharizmrtal to vertical) in T3attm'. The stated laterad earth pressures do not include the effects of
hydrostatic water pressures generated by infiltrating seethes water that may Connotation behind the
retaining walls; or toads imposed by continental equipment, foundations, or roadways.
Doming gmdfng and backfilling operations adjacent to any wails, heavy, equipment should not be
allowed to Operate within a noncar distance of S foot from (fie road, or within a lateral distance
equalual to
_tile Willi )teeht, which- . is g1Cstr kavoid developing
ekCCSitVe lowest p
r000rea Within ths coast
only band operated equipment i"Whaokers," vibratory plates., or pneumatic compactors) should be used
to compact the bar.lcir{i sorts,
R Value lest l2e.>ndxy iced Pr.ement l)esden
Eight sublerade soil samples were Obtained train the project site Por ItValue testing at the locations
lan. 'rhe sem iles were tested in accordance with the State Of California
shown on the attached site p I
Matelots raboual'Test Designation 301. Results oftlic tests are as follows:
Krazan & Associates, Inc.
Willi Offs s Solving The Western United States
u a)v�xx a.n o �'xrx.m t,ti moor
K -A No. 122-0608a
Page No. 1
Engineered illi. Lt general, any sc tic tans, debris tits cesspools,Dols•
or sooner structures should to
f at least 3 fit below
r Id be removed h) in acorea depth undergo, removed. Concrete footings shat q t o
proposed footing elevations or as recommended by the Soils lmguncrer- It not militant for the new
devernenant the water well should beabandoned ill accordance with
Inc cat nty
ornate its. An
eher
buried structures should be removed in aecoldtnce with the reconunendaun rs rabble Soils linginecr.
The resulting auavations should be backfilled e th Engineered Fill.
le expos"! sabotade within
°-tit s and demolition activities tl
Following stripping, Pill ionone! Opus. (no
building pad areas should be excavated to it depth of at toast 24 inches inoisturvcondihcned as
t based an AS L1 "lest
Olt )0 percent of ma mune density AST
IM a minimum o xt
neecSSdr and i'2„Olti acted t Y
Y= P
P
Method Fit 557. Following stripping operations and demolition activities
the exposed sed sub rade within
t t
pavotnentand exterior flunuark areas should be cs' evened to a minimum depth rd l'. o hes , moisture-
sandblas ed as necessary, and n,compenaed to it initiation n of 90 percent of maximum density based on
ASTM 'rest Method DI557. Limits of rectrolea tion should extend S feet beyond structural elements.
The on-site, native soils will lie suitable for reuse as Engineered Fill, provided they are cleansed of
excessivo organics and debris. Prior to backfilling, the bottom arms excavation s!' -aid he proof rolled
to verify stability. f iris compaction effort should stabilize thesurface soils and locate any unsuitable or
pliant areas not barred during out field investigation. Fill material should be compacted to a minimum
of 90 percent of maxinxum density based on ASTM "forst Method 731557.
ones rgreater than 1 inch in
eons should include rc .ts
site, `free removal o eras ou d
'Drees are located at Yates P
tut ter. Tec resulting excavations should be bnck60od mitt Engineered eFill, comprenod to a
diameter. e 6
minimum of90 perceltrofntaxhnum density based on A$'t'M Test Method 111577.
The upper soils, during coot winter months, become very most due to ate absorptive c oollarcrisocs of
the soil Ine rinwark contiguous performed during winter months may encounter very onset unstable
soils, which may require removal to grade a stable building foundation. Prnjeet site vvhaniza[ion
consisting of lacmern. of aKgrebate base and protectina exposed soils d n i ng the constrction phase
should bep erformod,
a ton operations io test and
• t-er during all site clears tg*acrd t u t
ur lira should be . us t t i t i
A representativeof o 6
I 6
's internal part of oar service as
testing : r observation I_ an
' rthwor construction. Ibis laid _
observe us. kL i
acceptance of aartnvorls construction is dependent upon coat aion oithe material andtinestability
of
the material. The soils Engineer rally reject any= material that does mot meet compaction and stability
1'e r
tilCenrgtta
Furher recommendations o fthis report are predicated upon the assumptiontint Card
' p - Borah in this section arid the Engineered
'r will conform [o recarnmendaht n.> self
eardtwrork construction 6
Pill section.
Engineered Rill
The majority afthe upper soils within the project site areidcnul u s.s silty entrustts, sands st� and sands,
These soils will be suitable as Engineered Fill, provided they are cteanscd of excessive orgmouse and
debris.
Korean & .Associates, Inc,
li al oit ells go ving The winstan United States
o%r+��avV'gefb�4.,g ". Mxa.]miro++en,DOf'.
It No. 022-u6488
pope No. I 1
---
Soup 1. e tit
Sdii C D
- -
llescrt /inn
P
�
T 2 -Value at F,u rnitbrium
1
3 1 2-25"
ill. Sand Saodv SiIY sit+Mt.
S v
9
2 12-24"
_( _7
Silty Band,yandy Silt (SM/ML)
25
3 f2-24"
Silt}' Sand (SM)
54 ��-
A 12-24"
Bury Snnd/Semn�Silt(SMIh4L)
32
T.29
5 12-24"
Silty Sand (SM)
4.5"
2 0" -
12.41'
43"
6 12-24'
Silty Sand (S\h)
6
? 1224"
Silty Saud (Slut!
63
8 1334°
Silty SandlSmnly Spt CSMt l4
34
These test results are modei:ate and indicate good Subgrade support char-aetarisii e, under dynamic traffic
loads. The following table shows the reoonnlanded fo veined sections ter various n'atTnc indices based
on au R -Value of 25.
Traffic
Asphaltic
Chas It
Class Ill.
Compacted
Index
C:oncaete
A Tgre Tr Buse"
_ _�,ito
•+Tic Sat
A ate ' chase
k g
Soh •railer'
To"
To"
2.0"
6.s.'
-_
I2. 0"
�.
4.0"
2.0"
4.5"
2 0" -
12.41'
43"
2.3°
6.6"
12A„
6,5
�5"
2.5"
4.0"
2o"
12.0"
5,01*
2.5"
75'
4.0"
L01, "
0
5A"
2.5"�
5.0"
2.5"
12.0°
5,5"
7.0"
w m
o o
e
12.0"
o to
3.0"
5.0"
3.0"
12.0"
6.0"
3.0"
9.?"_
W..._.
y
12.0" -
6.0"
3.0"
6 Y'
3.0"
12.0"
6-5"
3.5••
{l.5"
--
t:.9..
G.i'
3 c" -
. "
fd
t
4.0"
7.0"
4.0"
n0 5"
a
I �.0
z
6.5"
4,5"
12.0"
7.5"
4.0„
Y' 0"
0
..5'
4.0"
...
0"
" YY%otlaminanavare ,cal", I'll sIon", LllJt Ar CIrLL)O
•� 90% entaP.Wran boost ns. AS is Rin N11aPmd 2)1557 or CIL 216
Krnnut A Asauc vacs Inc
w tar ofttces Serialist by wesreur Usito S`utcs
KA No 022-6G088
once No. 8
Trio pencilled mat to ssPuc
!fed for La i cored PiII Is suitable for no'ta
)bG.t1Cr s. with the exceptiontion
Of exposure to erosion Pro act site vvinterizatiwa and protection of expOsnd soils during Inc
ut'lete, control at,
construction phase should be the sole responsibility of the Contrncutr, since he has eot p
the project site at that tittle.
7mpmCed Nh material should be predoreinmidy nomextollas +o granular material with a plasticity index
Jess than to and a IiBC Expansion fares less than 15. imported Fill should be free front tracks and
lumps greater than 4 inches in diameter. All Imported Fill material siwuld be submitted int approval to
the Soils Engineer at least 48 hours prior to delivery to tine site,
.ccs 1n„
a
tilhili soils should be placed it lifts approximately 6 inches fork, Its one
i
competed w achlachieve at least 40 prison uaximun density based an ASTM fear Nie
thud D15J7.
Additional hits should not be placed n'the previous illi old not aril the required dry density o, if soil
conditions are not startle.
Dr'alllAEb and aterheanira,
'Che ground surface should „lope away from building pad and pavement areas row and appropriate drop
filters or other surface obabo ,devices. it is recommended that adjacent exi ei for grades be sloped it
ge
mindmmn of 2 percent for a minimum distance of S feet away from structures. Subgrade soils in
pavement areas should he sloped a minimum of I percent and drainage gradients maintainn;d to carry all
stations water to collection facilities and off-site. These grades should be maintained for the life of tine
project Roof drains should be installed with appropriate downspout extension, rill falling on splash
blocks so as to direct water it minimum of 5 feet away frons the structures or be connected to the storm
drain system fertile development.
Utility Trench Bacicidl
Utility trenches should be excavated reloading to accepted engineering practice, following (1 11
t n ration standards
b atom-afhOY -spin
Ieneed to tiueit Work.
e[ ' and 19ealth Admu I i
Occrt #Tonal Saf m ) Y
a
C 1
P
.. the Conuae
ul- '1h'alfic mita
' t ranches slratlid be burn b
e stfety of Open i
r .. Oi sibi(it � for tile Y
Tile os t P
V >
irritation adjacent to uunuh walls shnitbe inImixeds cyclic owning and dlying
of etcavuto
n id,
tutdrr 6 upon oo [he location ad depthtl at ,inne artiln}
tn h.
es,
ernnt+ter
s!oP sshoutd iL^avoided. Dot
(low into otnn excavations could be expelicnced, especially during or short4y following periods of
pr;aripitafron.
ito cave in
Sandy so t conditions were encountered at dill sitc. These cohesiontL > soils hat a raid.,°nc }
tituch wall excavations. Storing or falling back ouncfu sidewrifls mit, he onpired within flies+sandy
and gravelly soils-
Krazan as Associates, Inc.
yeah otfrees calving The Western Uatted Stares
KA No, 022-0608&
Penn No. 12
"Clic fntiowirg table shows the recommended pavement sections for various tonfi,, indices based oil an
R -Value of 5d.
Families 3miex
Asphaltic Concrete
Class '71 Ate+ K%!!! 33ase^'�
Corn corned Ruff radc'•r'
4.0
2.t1"
d.u"
I?.0„
-------------
4.5
o
To"
To"
1..0"
5.0
2.5"
4.0"
12.0"�
_
5.5
3.0"
4t)"
72.6^
h.0
3.Olt
A 0"
12A„
6,5
3.5"1
410"
12.0"
Z.0
4.s.°
4.0,+
.-
7.5
4.0"
L01, "
0
t,
G
„y,,,
ns. sits cwaroneton based anAS1'M Two Method M557 ear (7dL 210
If nothe indices are not available, an estimated {typical value) noire of 4.5 may be use([ Erol ligln
automobile uafflc and in index of 7.0 may be used for light truck traJiic.
']'lue fallowing recommendations are far light -defy anty
d heavy-du'Pentiand Cement Coneretc pavement
sociiens baked an nil It -Value o'46.
PORTLAND CEMENT PAVK.MENT
^=911""/o cruspowro haiwalan ASTM fest MaJbol Ll557or CIL 216
--tri m..... onrIn owhi a vaerrgth efWini p i
As indicated previously, 5J1 material is located on the site, it is ban ally Lucedbled fill
material enmunteted ofthin pavement areas, be ramoved and/or recaepacod. The til materials should
be moisture conditioned to RCt apllrnatt tn0aiuh aorrewoupeoned to a minimum of 90 percent of
9 n A' an alt<u r t ue, file owlen nor) elect not to
Inaxinnirr dense based on 4of,
. lest Muhod DJ s i i
tY
recompact the existing rill t Whin pay'd areas. lioavyier,flat owlet becand be aryare that fine paved
areas may cede which may require annual maintenance At a audivan, it is aewnnnended that the
Of sub lac{e sail be may Lure-contlnloned as trecessa, and rn,;om act,d to a marrnaum
upper 12 inches g } p
of 90 percent of maximum density based on ASTM lost Method 1)1557.
ht azan at Associates, Ina,
th up Offices solving the wcamrn called Meer
p_aus,no- Dom,: pito, v. ,.", zeta
6.9-305
CITY RECORDS NO:
■
rea'
b
= to o
UJ
g4
0
V -
21
V =
::EZ
0
M
r
O
w
\
Or <
on v
w
ov le
M
o
z
a �
g
� ¢ v
WHYU
-6s
h
o
w m
o o
e
o to
N to
w
Y
as
g
E R it 0
d
go
_ a
aez > U
v
a
S
P
5
tz
z
0
>z
cow
00
0w.
ss
F�
Z
ea
�i F-
< Q
a �
Z
Ina LLJ
J d
¢O
O V
W
Z
W r H
UO
Z
2!
8 ITL
rr W
Q
J CO
V/
J
a J_
O
in
(0
W
W
= U
IL
N 039'07' E 555.05'
a
L r.
LEGEND
MATERIAL LAY -DOWN AND STOCKPILE AREA & EQUIPMENT PARKING
HATH PROTECTIVE OIL PANS UNDER EQUIPMENT
K„
50' LONG GRAVEL PAD AT CONSTRUCTION ENTRANCE
STORMWATER POLLUTION PREVENTION NOTES:
DUST CONTROL NOTES:
1. O SION CONTROL DEVICES
CONSTRUCTION OF THE PROJECT REQUIRES THE IMPLEMENTATION OF
SILT FENCE, DETAIL 'C', SHEET C-6
WHEN APPROVED BY QUALIFIED SWEEP DEVELOPER (Q$ ) OR THIE
CONTROL MEASURES RECOMMENDED BY THE SAN JOAQUIN VALLEY AIR
—
FIBER ROLLS
QUALIFIED SWPPP PRACTITIONER (OSP).POLLUTION
CONTROL DISTRICT THAT CAN REDUCE FUGITIVE DUST
EXISTING GROUND CONTOUR
-= EMISSIONS ASSOCIATED WITH THIS PROJECT:
2. GRADED AREAS ADJACENT TO FILL SLOPES LOCATED AT THE SITE
A. ALL DISTURBED AREAS, INCLUDING STORAGE PILES, WHICH ARE NOT
I ,
PERIMETER MUST DRAIN AWAY FROM THE TOP OF SLOPE AT THE
BEING ACTIVELY UTILIZED FOR CONSTRUCTION PURPOSES, SHALL -
COMPLETION OF EACH WORKING DAY OR EROSION CONTROL BMP'S MUST BE
EFFECTIVELY STABILIZEDCOVERED'.
IN PLACE. (ECI-EC13)
VEGETATIVE GROUND
WITH P OTHER SUITABLE COVER, VI
COVER.
'..
3. THE USE OF A GRAVEL BLANKET AT CONSTRUCTION ENTRANCES WITH
I
PUBLIC ROADS IS REQUIRED AT ALL TIMES DURING CONSTRUCTION. (TC -1)
B. ALL ONSITE UNPAVED ROADS AND OFFSITE UNPAVED ACCESS
ROADS SHALL BE EFFECTIVELY STABILIZED OF DUST EMISSIONS USING
'
4. THE CONTRACTOR SHAH RESTRICT TRAFFIC AND POST 75 MPH SPEED
WATER.
LIMITS ON THE SITE TO REDUCE DUST. (WE -1)
C. ALL LAND CLEARING, GRUBBING, SCRAPING, EXCAVATION, LAND
Ii
5. THE CONTRACTOR SHALL WATER THE SITE AS NEEDED TO ELIMINATE
LEVELING, GRADING, CUT & FILL, AND DEMOLITION ACTIVITIES SHALL
DUST. (MINIMUM OF 650 GALLONS/AC, AND ONCE DAILY, WE -1)
BE EFFECTIVELY CONTROLLED OF FUGITIVE DUST EMISSIONS UTILIZING -
APPLICATION OF WATER OR BY PRESOAKING.
6. CONSTRUCTION EQUIPMENT SHALL BE PARKED, WHEN NOT IN USE AND
FOR MAINTENANCE, IN DESIGNATED AREA (NS -8,10) .
0. WHEN MATERIALS ARE TRANSPORTED OFFSITE, ALL MATERIAL SHALL
BE COVERED, OR EFFECTIVELY WETTED TO LIMIT VISIBLE DUST
' T FG ��>• '.� �r: _.. .v_ n:_ ,v- _ ,__. �� _ �.-
n.- - 7. SILT FENCING, STRAW BALES AND SANDBAGS WILL BE INSTALLED AS
EMISSIONS, AND AT LEAST SIX INCHES OF FREEBOARD SPACE FROM
----
DIRECTED 8Y THE QSD/QSP, AS NEEDED. (SE-7,SE-5,SE-6,SE-8,SE-9)
TOP OF THE CONTAINER SHALL BE MAINTAINED.
J
--'-
B. EXCEPT AS OTHERWISE APPROVED BY THE QSD/QSP, ALL REMOVABLE
E. ALL OPERATIONS SHALL LIMIT OR EXPEDITIOUSLY REMOVE THE
o SIT f„E
PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
ACCUMULATION OF MUD OR TRACKOUT FROM ADJACENT PUBLIC
- _'- - '1
WORKING DAY OR ON WEEKENDS WHEN THE 48-HOUR RAIN PROBABILITY
STREETS AT THE END OF EACH WORKDAY. (USING A PMIO-EFFICIENT
FORECAST EXCEEDS 507
METHOD, SE -7).
EX.TEMP. SUMP
9. ALL LOOSE SOIL AND DEBRIS, WHICH MAY CREATE A POTENTIAL HAZARD
F. FOLLOWING THE ADDITION OF MATERIALS TO, OR THE REMOVAL OF
F 4
TO OFFSITE PROPERTY, SHALL BE REMOVED FROM THE SITE AS DIRECTED
MATERIALS FROM, THE SURFACE OF OUTDOOR STORAGE PILES, SAID
BY THE QSP.
PILES SHALL BE EFFECTIVELY STABILIZED OF FUGITIVE OUST
EMISSIONS UTILIZING SUFFICIENT WATER AND COVERING.
- -.-- -- _ _ °
10. THE PLACEMENT OF ADDITIONAL DEVICES TO REDUCE EROSION DAMAGE
-•, �' ; ” -- --..
\ /
WITHIN THE SITE IS AT THE DISCRETION OF THE OSP.
G. ASPHALT -CONCRETE PAVING SHALL COMPLY WITH BMP THAT
PREVENT INFILTRATION OF PAVING MATERIALS AND RUNOFF INTO STORM
;'
N 039'07" E 764.92'
11. EROSION CONTROL DEVICES WILL BE MODIFIED AS NEEDED AS THE
DRAIN SYSTEMS (NS -3).
PROJECT PROGRESSES AND PLANS OF THESE CHANGES SUBMITTED FOR
APPROVAL AS REQUIRED.
H . CEASE GRADING ACTIVITIES DURING PERIODS OF HIGH WINDS
(GREATER THAN 20 MPH OVER A ONE-HOUR PERIOD).
ALL SILT AND DEBRIS SHALL BE REMOVED FROM ALL DEVICES WITHIN 24
612.
i `T ',
HOURS AFTER EACH RAINSTORM.
i. LMIT CONSTRUCTION RELATED VEHICLE SPEEDS TO 15 MPH ON ALL
UNPAVED AREAS AT THE CONSTRUCTION SITE.
I
13. THIS PLAN HAS BEEN CREATED AS A BEGINNING CONCEPT ONLY. IF
I
OMPSSHOWN ARE DEEMED INEFFECTIVE OR UNNECESSARY, QSP IS TO
ALL DUST CONTROL MEASURES ARE NOT NECESSARILY LISTED HERE
f
t
.n.
REMOVE
REMOVE OR SELECT ALTERNATIVE BMP'S FROM CASOA'S HANDBOOK AND
'. O ON THIS PLAN, THE CONTRACTOR IS REFERRED TO THE DUST CONTROL
REDLINE THIS PLAN AS NEEDED.
PLAN FOR THIS PROJECT AND/OR SAN N VALLEY AIR POLLUTION
CONTROL DISTRICT RULES TO CHECK COMPLIANCE. LANCE.
j
14. WHILE NOT ALL THE LISTED BMP'S ARE NOT INCLUDED IN THE SPECIFIC
TEXTTHE EROSION CONTROL PLAN, MANY 1ITEMS ARE STILL
CI
NECESSARY TO ADDRESS SPECIFIC CONSTRUCTIONN PROCEDURES THE
I DISTURBED AREA:
! s..
CONTRACTOR PLANS TO IMPLEMENT. THESE ITEMS SUCH AS REFUELING
/ AREA DISTURBED: 4.80 ACRES
•
^
STATORS, BATCH PLANTS, WASTE FACILITIES AND THE LIKE ARE NOT
SPECIFICALLY SITED ON THE PLAN BUT STILL ARE REQUIRED TO BE
'
ADDRESSED BY THE CONTRACTOR BASED ON THE CONTRACTORS PLANNED
_
LOCATIONS.
i
N 039'07' E 555.05'
a
L r.
LEGEND
MATERIAL LAY -DOWN AND STOCKPILE AREA & EQUIPMENT PARKING
HATH PROTECTIVE OIL PANS UNDER EQUIPMENT
CONSTRUCTION NOTES:
(D POST "NO TRESPASSING" SIGN AT PROJECT ENTRANCES)
OPOST "CONSTRUCTION TRAFFIC 15 MPH" SIGN AT PROJECT ENTRANCE(S)
OMATERIAL LAY -DOWN AND STOCKPILE AREA, DETAIL 'A', SHEET C-6 (WM-1, WM-3)
O4 EQUIPMENT PARKING WITH PROTECTIVE OIL PANS UNDER EQUIPMENT, (NS -9, NS -10)
QGRAVEL PAD AT CONSTRUCTION ENTRANCE MIN. 50' LONG, SEE DETAIL 'B' SHEET C-6 (TC -1)
OINLET PROTECTION WITH GRAVEL BAGS, DETAIL b', SHEET C-6 (SE -10)
QCONSTRUCT CONCRETE WASHOUT, DETAIL 'E', SHEET C-6 (WM-8)
GENERAL CONTRACTOR:
________________________
K„
50' LONG GRAVEL PAD AT CONSTRUCTION ENTRANCE
CONSTRUCT CONCRETE WASHOUT
?if
SILT FENCE, DETAIL 'C', SHEET C-6
.. ®.. a SITE BOUNDARY
FIBER ROLLS
o— PROPOSED STORM DRAIN LINE
EXISTING GROUND CONTOUR
SCALE: 1" = 50'
50' 25' O' 50'
100'
CONSTRUCTION NOTES:
(D POST "NO TRESPASSING" SIGN AT PROJECT ENTRANCES)
OPOST "CONSTRUCTION TRAFFIC 15 MPH" SIGN AT PROJECT ENTRANCE(S)
OMATERIAL LAY -DOWN AND STOCKPILE AREA, DETAIL 'A', SHEET C-6 (WM-1, WM-3)
O4 EQUIPMENT PARKING WITH PROTECTIVE OIL PANS UNDER EQUIPMENT, (NS -9, NS -10)
QGRAVEL PAD AT CONSTRUCTION ENTRANCE MIN. 50' LONG, SEE DETAIL 'B' SHEET C-6 (TC -1)
OINLET PROTECTION WITH GRAVEL BAGS, DETAIL b', SHEET C-6 (SE -10)
QCONSTRUCT CONCRETE WASHOUT, DETAIL 'E', SHEET C-6 (WM-8)
GENERAL CONTRACTOR:
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MAX C SPACING
SECTION A -A
DETAIL A
STOCKPILE WITH FIBER ROLLS
NOT TO SCALE
'CONTRACTOR SHALL REFERENCE CASOA DETAIL WM-3 & SE -5
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SILT FENCE, DETAIL 'C, SHEET C-6
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PLYWOOD 48" x
50 MIN
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D PROPOSED STORM DRAIN LINE
24" PAINTED
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GRAVEL APRON AT CONSTRUCTION ENTRANCE
NOT TO SCALE
'CONTRACTOR SHALL REFERENCE CASOA DETAIL TC -I IN SITE
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.
re— FIBER ROLLS
PLYWOOD 48" x
---
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24" PAINTED
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EXISTING GROUND CONTOUR
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SECTION A-1
NOT TO SCALE
NOTES
1. CONCRETE WASH MUST BE 10' BY 10' MINIMUM
Z CONCRETE WASHOUT SIGN MUST BE
INSTALLED WITHIN 30 FEET OF THE CONCRETE
WASHOUT.
3. TO BE CONSTRUCTED BELOW GRADE.
4. A ROLL -OFF DUMPSTER WITH 10. MIL (MIN)
PLASTIC LINING MAY BE USED UPON QSP
APPROVAL.
CONCRETE WASHOUT
VON DETAIL
OR EQUIVALENT
CONCRETE
DETAILGETAIL HoEut
NOT TO SCALE
`CONTRACTOR SHALL REFERENCE CASQA DETAIL WM-8
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DETAIL C
SILT FENCE
NOT TO SCALE
'CONTRACTOR SHALL REFERENCE CASOA DETAIL SE -1
CONSTRUCTION NOTES:
X71 POST "NO TRESPASSING" SIGN AT PROJECT ENTRANCE(S)
POST "CONSTRUCTION TRAFFIC 15 MPH" SIGN AT PROJECT ENTRANCE(S)
3) MATERIAL LAY -DOWN AND STOCKPILE AREA, DETAIL 'A', SHEET 0-6 (WM-1, WM-3)
14�I EQUIPMENT PARKING WITH PROTECTIVE OIL PANS UNDER EQUIPMENT, (NS -9, NS -10)
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`5 GRAVEL PAD AT CONSTRUCTION ENTRANCE MIN. 50' LONG, SEE DETAIL 'B SHEET C-6 (TC -1)
"6) INLET PROTECTION WITH GRAVEL BAGS, DETAIL V, SHEET C-6 (SE -10)
JCONSTRUCT CONCRETE WASHOUT, DETAIL 'E', SHEET C-6 (WM-8)
GRATE INLET PROTECTION
NOT TO SCALE
'CONTRACTOR SHALL REFERENCE CASQA DETAIL SE -10
6.9-305
CITY RECORDS NO:
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