HomeMy WebLinkAbout1.7-7239GRADING NOTES
1. ALL GRADING SHALL CONFORM WITH APPENDIX J - CALIFORNIA BUILDING
CODE AND STANDARDS PERTAINING THEREOF AND PRELIMINARY SOILS
REPORT BY KRAZAN AND ASSOCIATES, DATED SEP 3, 2013, KA. PROJ.
NO. 022 - 13112.
2. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISOR CONTROL
DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH 7HE
PLANS, SOILS REPORT, SPECIFICATIONS, AND CODE W77HIN HIS PURVIEW.
3. CIVIL ENGINEER, GE07ECHNICAL ENGINEER, AND BUILDING OFFICIAL
WILL BE N077FIED FORTY EIGHT (48) HOURS PRIOR TO PLACING ANY FILL
MA TERIAL.
4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB S 17E COND177ONS DURING THE COURSE OF
CONSTRUCTON 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 CONNEC77ON W17H THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEP77NG FOR LIABILITY
ARISING FROM 7HE SOLE NEGLIGENCE OF THE OWNER, ARCHITECT, OR
7HE ENGINEER.
5. 774E GRADING CONTRACTOR SHALL CONTACT ALL COMPANIES W17H
UNDERGROUND FACILITIES PRIOR TO BEGINNING CONSTRUCTION AND
VERIFY 7HE LOCA77ON AND DEPTH OF ALL UNDERGROUND FACILITIES,
INCLUDING TELEPHONE, ELECTRIC, WATER, SEWER, OIL AND GAS
LINES. 774E ENGINEER ASSUMES NO RESPONSIBILITY FOR BURIED
LINES NOT INDICATED ON THE PLAN OR FOR INFORMA77ON 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 7HE OWNER.
7 7HE GRADING CONTRACTOR SHALL WATER AS REQUIRED DURING THE
GRADING OPERATIONS TO PREVENT 7HE OCCURRENCE OF A DUST
NUISANCE AND SHALL PROTECT CURBS AND OTHER OBJECTS WHICH ARE
TO REMAIN.
8. EXCA VA T 70N - EXCA VA 77ON SHALL CONSIST OF ALL EXCA VA 77ON
INVOLVED IN GRADING 7HE PROJECT AS SHOWN ON 7HE PLANS, EXCEPT
ANY EXCA VAT70N SEPARATELY DESIGNATED AND PAID FOR AS A
SEPARATE ITEM.
9. EMBANKMENTS - EMBANKMENT CONS7RUC77ON SHALL CONSIST OF
CONSTRUC77NG LOT EMBANKMENTS, INCLUDING 7HE PREPARA770N OF
AREAS FOR WHICH THEY ARE TO BE PLACED, THE CONSTRUC77ON OF
DIKES W77H1N OR OUTSIDE THE CONSTRUC77ON AREA, THE PLACING
AND COMPAC77NG OF APPROVED MATERIAL W77HIN THE CONSTRUC770N
AREA WHERE UNSUITABLE MATERIAL HAS BEEN REMOVED, AND THE
PLACING AND COMPAC77NG OF EMBANKMENT MATERIAL IN HOLES, FOR
THE CONS7RUC77ON EMBANKMENTS PREPARING SUB -GRADE AT 7HE
GRADING PLANE, CONFORMING TO THE GRADE TOLERANCE, DOING
NECESSARY PLOWING OR BENCHING, IMPORTING OR BORROW, PLACING
AND COMPAC77NG MATERIAL TO 7HE LINE AND GRADES SHOWN ON 7HE
PLANS AND AS DIRECTED BY THE ENGINEER SHALL BE CONSIDERED AS
INCLUDED IN THE CONTRACT PRICE PAID PER CUBIC YARD FOR
EXCAVATION, AND NO ADD17IONAL COMPENSA77ON WILL BE ALLOWED
FOR SUCH WORK.
10. THE WORK EMBRACED HEREIN SHALL BE IN ACCORDANCE WITH THE
STANDARD SPECIFICATIONS OF 7HE STATE OF CALIFORNIA DEPARTMENT
OF TRANSPORTA77ON DATED JULY 1992, INSOFAR AS THE SAME MAY
APPLY IN ACCORDANCE WITH THE NOTES HEREON. IN CASE OF
CONFLICT WITH THE STANDARD SPECIFICA7ONS AND ANY N07ES
HEREON, THE NOTES HEREON SHALL TAKE PRECEDENCE OVER AND BE
USED IN LIEU OF SUCH CONFLICTING PORTIONS SAID
SPECIFICATIONS SHALL APPLY BUT NOT BE LIMITED TO THE
FOLLOWING:
A) ALL CONCRETE SHALL BE CLASS B" AS IN ACCORDANCE WITH
SEC77ON 90 AND SHALL HAVE AT LEAST 2500 PSI COMPRESSIVE
STRENGTH AT 28 DAYS.
B) ASPHAL77C CONCRETE SHALL BE TYPE B" MEDIUM GRADED,
112" MAXIMUM AGGREGATE, AND IN77MATELY MIXED WI7H 5 -7%
ASPHALT.
11. IN THE EVENT CONSTRUCTION STAKING BASED ON McINTOSH &
ASSOCIATES' PLANS, DRAWINGS, OR OTHER DOCUMENTS IS PERFORMED
BY AN07HER FIRM, McINTOSH & ASSOCIATES SHALL BE HELD HARMLESS
AND RELEASED FROM ALL LIABILITY ARISING FROM 7HE USE OF SAID
PLANS, DRAWINGS, OR OTHER DOCUMENTS.
12. 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 WRI77NG, BY
McINTOSH & ASSOCIATES.
13. ALL GRADING SHALL CONFORM TO 7HE RECOMMENDA71ONS CONTAINED
IN, AND MADE A PART HEREOF, THE PRELIMINARY SOILS REPORT
PREPARED BY KRAZAN AND ASSOCIATES, DATED SEP 3, 2013, KA. PROJ.
NO. 022- 13112, AND ALL ADDENDUMS THERETO. IN CASE OF A CONFLICT
BETWEEN 7HE PLANS AND SPEC/F7CA770NS, THE MORE STRINGENT
REQUIREMENTS WILL TAKE PRECEDENCE,
14. UPON COMPLETION OF GRADING AND BEFORE THE START OF
CONSTRUCTION, A FINAL SOILS REPORT SHALL BE PREPARED BY 7HE SOIL
ENGINEER.
15. 7HE SOIL ENGINEER SHALL REVIEW ALL EXCA VA 71ONS PRIOR TO
BACKF7LLING AND SHALL BE NOTIFIED OF ANY ITEM ENCOUNTERED
DURING 7HE GRADING OPERA77ONS THAT MIGHT AFFECT FOUNDATION
STABILITY SO RECOMMENDA71ONS CAN BE MADE BY THE SOIL
ENGINEER.
16. CUT AND FILL SLOPES SHALL NOT BE STEEPER 7HAN 2: 1.
17. ALL SLOPES IN EXCESS OF 7HREE (3) FEET MIN /MUM WIDTH AND ONE (1)
FOOT MINIMUM DEPTH ARE REQUIRED AT TOP OF CUT SLOPES WHEN
EXIS77NG TERRAIN SLOPES TOWARD TOP OF CUT.
18. PER SOILS REPORT BY KRAZAN AND ASSOCIATES, DATED SEP 3, 2013,
KA. PROJ. NO. 022 - 13112, IMPORTED FILL MATERIAL SHOULD BE
PREDOMINANTLY NON - EXPANSIVE GRANULAR MATERIAL WITH A PLASTICITY
INDEX LESS THAN 10 AND A UBC EXPANSION INDEX LESS THAN 15.
IMPORTED FILL SHOULD BE SUBMITTED FOR APPROVAL TO THE SOILS
ENGINEER A T LEAST 48 HOURS PRIOR TO DELI VER Y DA 7E,
19. PER SOILS REPORT BY KRAZAN AND ASSOCIATES, DATED SEP 3, 2013,
KA. PROJ. NO. 022 - 13112, CLEARING AND GRUBBING - REMOVE
VEGETATION, EXIS77NG U77L177ES, STRUCURES INCLUDING FOUNDATIONS,
BASEMENT WALLS AND FLOORS, EXIS77NG STOCKPILED SOIL, TREES ANS
ASSOCIATED ROOT SYSTEMS, RUBBLE, RUBBISH, AND ANY LOOSE AND /OR
SATURATED MATERIALS S17E STRIPPING SHALL EXTEND TO A MINIMUM
OF 2" -4", OR UNTIL ALL ORGANICS IN EXCESS OF 3% BY VOLUME ARE
REMOVED.
20. ALL FILL TO BE COMPACTED TO A MINIMUM OF NINETY (90%) PERCENT
MAXIMUM DENSITY AS DETERMINED BY APPROVAL METHOD PER APPENDIX
J OF THE CURRENT CALIFORNIA BUILDING CODE AND CER71FIED BY TESTS
AND REPORT FROM SOILS ENGINEER.
21. PER SOILS REPORT BY KRAZAN AND ASSOCIATES, DATED SEP 3, 2013,
KA. PROJ. NO. 022 - 13112, ENGINEERED FILL SHALL BE PLACED IN
LAYERS NOT EXCEEDING SIX (6) INCHES THICK, MOISTURE- COND177ONED
AS NECESSARY, AND COMPACTED TO ACHEIVE 90% MAXIMUM DENSITY
BASED ON AS7M TEST METHOD D1557
22. FACES OF ALL CUT AND FILL SLOPES SHALL BE PLANTED Wl7H A
GROUND COVER INDIGENOUS TO THE AREA AND MAINTAINED AGAINST
EROSION.
23. QUANTITIES FOR EARTHWORK
CUT - CU. YD. 40,659
FILL - CU. YD. 31,683
SHRINKAGE FACTOR OF 20% WAS USED
QUAN7177ES ARE FOR GRADING PERMIT ONLY. 7HE ENGINEER MAKES
NO WARRANTY OF 774E ANTICIPATED SHRINKAGE FACTOR. IN CASE OF
EXCESS OR SHORTAGE, 7HE CONTRACTOR SHALL CONTACT THE
ENGINEER SO THAT ADJUSTMENTS MAY BE MADE. 7HE CONTRACTOR
SHALL NOT USE THESE QUAN7777ES TO BASE HIS BID ON.
24. PER SOILS REPORT BY KRAZAN AND ASSOCIATES, DATED SEP 3, 2013,
KA. PROJ. NO. 022 - 13112, PAVEMENT PREPARA77ON - 7HE UPPER 12
INCHES OF SUBGRADE SOIL SHALL BE MOISTURE COND177ONED AS
NECESSARY AND RECOMPACTFD TO A MIN OF 90% MAX DENSITY BASED
ON ASTM TEST METHOD D 1557.
25. AN OSHA PERMIT IS REQUIRED WHEN WORKERS MUST ENTER TRENCHES
OR EXCA VA 77ON FIVE (5) FEET OR DEEPER,
26. SUFFICIENT ACCESS TO THE EXIS77NG AND ABANDONED WELLS SHALL
BE MAINTAINED IN ORDER FOR THE DIVISION OF GAS, OILS AND
GE07HERMAL RESOURCES (DIVISION) TO INVESTIGATE THE COND177ON OF
7HE WELL HEADS AND CHECK FOR LEAKAGE. IF ANY REABANDONMENTS
ARE REQUIRED, 7HE D114SION SHALL FURNISH THE NECESSARY
SPECIFICA77ONS TO THE PROPERTY OWNER.
27. AT THE INI77AL CONS7RUC77ON MEE77NG PRIOR TO GRADING AC771477ES,
ALL CONSTRUCTION WORKERS MUST BE INFORMED AS TO 7HE
SYMPTOMS OF VALLEY FEVER.
28. THE CONTRACTOR SHALL COMPLY K17H THE GUIDE FOR ASSESSING AND
M177GA77NG AIR QUALITY IMPACTS (GAMAQI), JANUARY 10, 2002
REVISION, GUIDANCE DOCUMENT WHICH LISTS THE FOLLOWING MEASURES
AS APPROVED AND RECOMMENDED FOR CONSTRUC7ON AC77Vl77ES
WITHIN THE SAN JOAQUIN VALLEY AS FOLLOWS:
A. MAINTAIN ALL CONSTRUC7ON EQUIPMENT AS RECOMMENDED BY
MANUFACTURER MANUALS
B. SHUT DOWN EQUIPMENT WHEN NOT IN USE FOR EXTENDED PERIODS
OF 7IME.
C. USE ELECTRIC EQUIPMENT FOR CONSTRUCTION WHENEVER POSSIBLE
IN LIEU OF DIESEL OR GASOLINE POWERED EQUIPMENT.
D. CURTAIL USE OF HIGH- EMI777NG CONSTRUCTION EQUIPMENT DURING
PERIODS OF HIGH OR EXCESSIVE AMBIENT POLLUTANT
CONCENTRATIONS SUCH AS "SPARE-7HE-AIR" DAYS AS DECLARED
BY 7HE SJVAPCD.
E. ENCOURAGE CONSTRUC770N EMPLOYEES TO CARPOOL OR USE
SHUTTLE TO RETAIL ESTABLISHMENTS AT LUNCH.
29. PRIOR TO SITE GRADING, SUBDIVIDER SHALL HAVE A PRECONS7RUCTION
SURVEY CONDUCTED TO SEARCH FOR NA77VE KIT FOX DENS SURVEY
SHALL BE SUBMITTED TO 7HE PLANNING DIRECTOR FOR REVIEW PRIOR
TO GRADING. 7HE APPLICANT MAY BE SUBJECT TO SPECIAL
NOTIFICATION REQUIREMENTS TO AGENCIES PRIOR TO GRADING LAND
CONTAINING DENS.
30. PRIOR TO THE APPROVAL OF A GRADING PLAN, SUBDIVIDER IS SUBJECT
TO THE MIGRATORY BIRD TREATY ACT. INCLUDING THE SWANSON HAWK
DURING 7HE RAPTOR NESTING SEASON (FEBRUARY THROUGH
SEPTEMBER). IF CONS7RUC71ON IS TO OCCUR DURING RAPTOR
NES77NGIIBREEDING SEASON (FEBRUARY THROUGH SEPTEMBER) NO
CONSTRUCTION AC77WTY SHALL TAKE PLACE WITHIN 500 FEET OF A
ACTIVE NEST. TREES TO BE REMOVED THAT CONTAIN NESTS SHALL BE
REMOVED ONLY DURING NON - BREEDING SEASON (OCTOBER THROUGH
JANUARY)
31. 7HE PRESENCE OF ANY PREVIOUSLY UNIDENTIFIED PROTECTED SPECIES
WHICH ARE NOT ADDRESSED IN THE MBHCP, INCLUDING THOSE
PROTECTED UNDER 7HE 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 (COFG) SHOULD BE NO77F7ED
OF PREVIOUSLY UNREPORTED PROTECTED SPECIES. ANY
UNANTICIPATED TAKE OF PROTECTED WILDLIFE SHALL BE REPORTED
IMMEDIA TEL Y TO THE CDFG AND USFWS
32. IF ARCHEOLOGICAL OR PALEONTOLOGICAL RESOURCES ARE DISCOVERED
DURING EXCAVATION AND GRADING AC77147IES ON -SITE, 7HE
CONTRACTOR SHALL STOP ALL WORK AND THE DEVELOPER SHALL
RETAIN A QUALIFIED ARCHEOLOGIST TO EVALUATE 7HE SIGNIFICANCE OF
THE FINDING AND APPROPRIATE COURSE OF ACTION. SALVAGE
OPERA77ON REQUIREMENTS IN APPENDIX K OF THE CALIFORNIA
ENVIRONMENTAL QUALITY ACT GUIDELINES SHALL BE FOLLOWED AND
THE TREATMENT OF DISCOVERED NATIVE AMERICAN REMAINS SHALL
COMPLY WITH STATE CODES REGULA T70NS OF THE AMERICAN HERITAGE
COMMISSION.
33. SHOULD HUMAN REMAINS BE DISCOVERED AT ANY 77ME ON ANY
POR71ON OF THE PROJECT, WORK SHALL HALT AND THE CORONER BE
N077FIED IMMEDIA TEL Y (SEC77ON 7050 .5 OF THE HEAL TH AND SAFETY
CODE). IN 7HE ABSENCE OF AN ARCHAEOLOGICAL MONITOR, A
QUALIFIED ARCHAEOLOGIST AND THE LOCAL NATIVE AMERICAN
COMMUNITY SHALL ALSO BE NOTIFIED.
34. 7HE CONTRACTOR SHALL COMPLY K17H SAN JOAQUIN VALLEY AIR
POLLU77ON CONTROL DISTRICT (SJVAPCD) REGULA77ON VIII, DUST
CONTROL MEASURES TO ENSURE COMPLIANCE SPECIFICALLY DURING
GRADING AND CONSTRUCTION PHASES. THE M177GA77ON MEASURES TO
BE TAKEN ARE AS FOLLOWS.•
A. WATER EXPOSED SURFACES (SOIL) THREE- 71MES /DAY.
B. WATER ALL HAUL ROADS AT A MINIMUM OF THREE 77MES 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 U77LIZED FOR CONSTRUCTION PURPOSES
USING WATER OR BY COVERING WITH A TRAP, 07HER SUITABLE
COVER OR VEGETATIVE GROUND COVER.
E. CONTROL FUGITIVE DUST EMISSIONS DURING LAND CLEARING,
GRUBBING, SCRAPING, EXCA VA77ON, LEVELING, GRADING, OR CUT &
FILL OPERATIONS WITH APPLICA77ON OF WATER OR BY PRESOAKING.
F. WHEN 7RANSPOR77NG MATERIALS OFFS 17E, MAINTAIN A FREEBOARD
LIMIT OF AT LEAST SIX INCHES AND COVER OR EFFEC77VELY WET TO
LIMIT VISIBLE DUST EMISSIONS
G. LIMIT AND REMOVE THE ACCUMULA77ON OF MUD AND /OR DIRT FROM
ADJACENT PUBLIC ROAD WA YS A T THE END OF EACH WORKDA Y.
(USE OF DRY ROTARY BRUSHES IS PROHIBITED EXCEPT WHEN
PRECEDED OR ACCOMPANIED BY SUFFICIENT WET77NG TO LIMIT
VISIBLE DUST EMISSIONS AND USE OF BLOWERS IS EXPRESSLY
FORBIDDEN).
H. STABILIZE THE SURFACE OF STORAGE PILES FOLLOWING THE
ADD177ON OR REMOVAL OF MATERIALS USING WATER.
1. REMOVE TRACKOUT WHEN IT EXTENDS 50 OR MORE FEET FROM THE
St 7E A T THE END OF EACH WORKDA Y.
J. CEASE GRADING AC771477ES DURING PERIODS OF HIGH WINDS
(GREATER THAN 20 MPH OVER A ONE -HOUR PERIOD).
K. ASPHALT-CONCRETE PAVING SHALL COMPLY WITH 7HE SJVAPCD
RULE 4641 AND RESTRICT USE OF OF CUTBACK, SLOW -CURE AND
EMULSIFIED ASPHALT PAVING MATERIALS.
35. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN
ACCORDANCE WITH APPENDIX J OF 774E CALIFORNIA BUILDING CODE.
36. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NA77ONAL
POLLUTANT DISCHARGE ELIMINA77ON SYSTEM (NPDES), A NO77CE OF
INTENT" (NOI) TO COMPLY WI7H 774E TERMS OF 774E GENERAL PERMIT
TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION
ACTIVITY (WO ORDER NO. 92- 08 -DWQ) MUST BE FILED K17H STATE
WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE
BEGINNING OF ANY CONSTRUCTI0N AC77VITY. COMPLIANCE WIN THE
GENERAL PERMIT REQUIRES 774AT A STORM WATER POLLUTION PLAN
(SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT AND ALWAYS BE
AVAILABLE FOR PUBLIC INSPEC7701V DURING NORMAL CONSTRUCTION
HOURS.
37. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM 7HE CITY OF
BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED
WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED
BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED
ENGINEER'S ES77MA7E FOR 774E WORK PERFORMED K17HIN THE RIGHT OF
WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO
ISSUANCE OF A PERMIT.
38. ALL CONS7RUC770N EQUIPMENT SHALL BE TUNED AND MAINTAINED IN
ACCORDANCE WITH 7HE MANUFACTURE'S SPECInCA77ONS. THE WORK
CREWS SHALL SHUT OFF CONSTRUCTION EQUIPMENT WHEN NOT IN USE.
39. ALL ONSITE UNPAVED ROADS AND OFFSI7E UNPAVED ACCESS ROADS
SHALL BE EFFEC77VELY STABILIZED OF DUST EMISSIONS USING WATER
OR CHEMICAL STABILIZER /SUPPRESANT.
40. ANY S17E WITH 150 OR MORE VEHICLE TRIPS PER DAY SHALL PREVENT
CARRYOUT AND TRACKOUT.
41. PRIOR TO PLACEMENT OF BACKFILL GROUND SURFACE SHALL BE
PREPARED BASED ON 7HE RECOMMENDA77ON OF SOILS REPORT
PREPARED BY KRAZAN AND ASSOCIATES, DATED SEP 3, 2013, KA.
PROD. NO. 022 - 13112.
42. SURFACE DRAINAGE TO BE ONE (1%) PERCENT MINIMUM, EXCEPT AS
WAIVED BY 774E BUILDING OFFICIAL.
43. WASH OFF C0NS7RUC77ON AND HAUL TRUCKS TO M /NIMIZE THE
REMOVAL OF MUD AND DIRT FROM THE PROJECT SITE.
44. DUST CONTROL
CONTRACTOR SHALL OBTAIN A COPY OF 7HE DUST CONTROL PLAN
(DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A
COPY ON S17E AT ALL 77MES. FOR THE DURA77ON OF CONTRACTOR'S
OCCUPANCY OF 77-IE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH
THE PROVISIONS OF SAID PLAN.
45. STORM WATER POLLU7ION PREVEN77ON
CONTRACTOR SHALL OBTAIN A COPY OF 774E STORM WATER POLLU7ION
PREVEN77ON PLAN (SWPPP) FOR THIS PROJECT FROM THE DEVELOPER,
AND SHALL KEEP A COPY ON SITE AT ALL 71MES FOR 7HE DURA77ON
OF CONTRACTORS OCCUPANCY OF 774E SITE, CONTRACTOR IS REQUIRED
TO COMPLY K17H 7HE PROVISIONS OF SAID PLAN.
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MAP BOOK 47, PAGE 184 WAS USED AS THE BASIS
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BENCHMARK:
TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE
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AND ROARING RIVER AVENUE.
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VESTING TENTATIVE
TRACT NO. 7239
GRADING PLAN
GRADING PLAN PERMIT NO. 13-40000064
WDID # 5F15C368122
POVC POINT ON VERTICAL CURVE
PIVC POINT OF VERTICAL INTERSECTION
EXISTING GROUND CONTOUR
FP. 100.00 PROPOSED PAD ELEV.
x F3_5 -5. 11 ASBUILT /AS- GRADED PAD ELEV.
36.x-
LEGEND
EXIST. ELEV.
ABBREVIATIONS
PROPOSED LANDSCAPE ELEV.
36
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EDGE OF PAVEMENT
FS
FINISH SURFACE
TC
TOP OF CONCRETE
OE
OVER - EXCAVATION
FL
FLOWLINE
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FINISH FLOOR
CL
CENTERLINE
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ELEV
ELEVATION
GB
GRADE BREAK
DWS
DESIGN WATER SURFACE
FG
FINISH GRADE
BVC
BEGIN VERTICAL CURVE
EVC
END VERTICAL CURVE
HP
HIGH POINT
FG
FINISH GROUND
SF
SQUARE FEET
EG
EXISTING GROUND
POVC POINT ON VERTICAL CURVE
PIVC POINT OF VERTICAL INTERSECTION
EXISTING GROUND CONTOUR
FP. 100.00 PROPOSED PAD ELEV.
x F3_5 -5. 11 ASBUILT /AS- GRADED PAD ELEV.
36.x-
PROPOSED GUTTER FLOWLINE ELEV.
EXIST. ELEV.
36♦=
PROPOSED LANDSCAPE ELEV.
36
PROPOSED FINISHED GRADE
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KERN LAND PARTNERS, LLC
4927 CALLOWAY DRIVE, SUITE 101
BAKERSFIELD, CA 93312
CONTACT: MARK WINDES
(661) 679 -6780
ENGINEER
McINTOSH & ASSOCIATES
2001 WHEELAN COURT
BAKERSFIELD, CA. 93309
CONTACT -ROGER McINTOSH
(661) 834 -4814
STATISIICS
APN: 522- 010 -77
ACREAGE: 11.98 GROSS ACRES / 8.16 NET ACRES
NUMBER OF LOTS: 53 BUILDABLE & 1 LANDSCAPE LOT
MINIMUM LOT AREA ALLOWED: 6,000 NET SF
EXISTING USE: VACANT
PROPOSED USE: RESIDENTIAL (<7.26DU /NET AC)
NET DENSITY: 6.5 D.U. /NET AC,
EXISTING GENERAL PLAN DESIGNATION: LR
EXISTING ZONING: R -1
PROPOSED GENERAL PLAN: LR
PROPOSED ZONING: R -1
WATER SOURCE: CITY OF BAKERSFIELD
SEWAGE DISPOSAL: CITY OF BAKERSFIELD
GAS CO. - PACIFIC GAS & ELECTRIC COMPANY
ELECTRICAL - PACIFIC GAS & ELECTRIC COMPANY
CABLE BRIGHTHOUSE
PHONE - AT &T
GEOTECMCAL ENGINEER
KRAZAN & ASSOCIATES, INC
GEOTECHNICAL ENGINEERING DIVISION
2205 COY AVENUE
BAKERSFIELD, CA. 93307
CONTACT -DAVID JAROSC, II
(661) 837 -9200
PRELIMINARY GEOTECHNICAL
ENGINEERING INVESTIGATION
TENTATIVE TRACT 7239
KA PROJECT NO. 022 -13112
SEPTEMBER 3, 2013
SHEET INDEX
SHEET 1 - TITLE SHEET
SHEET 2 - GRADING PLAN
SHEET 3 - CROSS SECTIONS
NET DISTURBED AREA
11.14 ACRES
DIG ALERT
Call: TOLL FREE
1- 800 - 227 -2600
AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
OF SOUTHERN CALIFORNIA
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CITY OF BAKERSFIELD
FLOWAGE AND DRAINAGE EASEMENT
PER DOC. No. 0200146645 O.R.
TRACT No. 5957
UNIT 2
M. BK. 46, PG. 196
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R=550.00'
L= 93.97'
T= 47.10'
0=9'47'20"
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VESTING TENTATIVE
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CONTRACTOR TO
COORDINATE WITH
ADJACENT HOMEOWNER
FOR FENCE REMOVAL
AND RECONSTRUCTION
TRACT NO. 7239
GRADING PLAN
POVC POINT ON VERTICAL CURVE
PIVC POINT OF VERTICAL INTERSECTION
EXISTING GROUND CONTOUR
FP. 100.00 PROPOSED PAD ELEV.
x 355.1 ASBUILT /AS- GRADED PAD ELEV.
36 .61 PROPOSED GUTTER FLOWLINE ELEV.
EXIST. ELEV.
367 —ILS PROPOSED LANDSCAPE ELEV.
36 PROPOSED FINISHED GRADE
0.315%
18" DRAIN (TYP )
DIRECTION AND PERCENT OF SLOPE
FOR DRAINAGE
CURB AND GUTTER
EXIST. CURB AND GUTTER
CENTERLINE OF STREET
PROPERTY LINE / RIGHT -OF -WAY
PAD COMPACTION LIMITS
- -o STORM DRAIN
18" DRAIN (TYP.) p� TYPE "A" CATCH BASIN WITH 3.5' WIDE
OPENING UNLESS OTHERWISE NOTED
TRACT BOUNDARY
SECTION LETTER SCALE: 1 " = 50'
- - - - - A
SECTION LINE 50 25 0 50 100
SECTION LETTER SHEET SECTION IS LOCATED
A SECTION
Z DESCRIPTION SECTION DETAIL
HEET SECTION IS CALLED OUT
-`7 3
LEGEND
0
ABBREVIATIONS
M
EP
EDGE OF PAVEMENT
FS
FINISH SURFACE
TC
TOP OF CONCRETE
OE
OVER - EXCAVATION
FL
FLOWLINE
FF
FINISH FLOOR
CL
CENTERLINE
FC
FINISH CONCRETE
ELEV
ELEVATION
GB
GRADE BREAK
DWS
DESIGN WATER SURFACE
FG
FINISH GRADE
BVC
BEGIN VERTICAL CURVE
EVC
END VERTICAL CURVE
HP
HIGH POINT
FG
FINISH GROUND
SF
SQUARE FEET
EG
EXISTING GROUND
POVC POINT ON VERTICAL CURVE
PIVC POINT OF VERTICAL INTERSECTION
EXISTING GROUND CONTOUR
FP. 100.00 PROPOSED PAD ELEV.
x 355.1 ASBUILT /AS- GRADED PAD ELEV.
36 .61 PROPOSED GUTTER FLOWLINE ELEV.
EXIST. ELEV.
367 —ILS PROPOSED LANDSCAPE ELEV.
36 PROPOSED FINISHED GRADE
0.315%
18" DRAIN (TYP )
DIRECTION AND PERCENT OF SLOPE
FOR DRAINAGE
CURB AND GUTTER
EXIST. CURB AND GUTTER
CENTERLINE OF STREET
PROPERTY LINE / RIGHT -OF -WAY
PAD COMPACTION LIMITS
- -o STORM DRAIN
18" DRAIN (TYP.) p� TYPE "A" CATCH BASIN WITH 3.5' WIDE
OPENING UNLESS OTHERWISE NOTED
TRACT BOUNDARY
SECTION LETTER SCALE: 1 " = 50'
- - - - - A
SECTION LINE 50 25 0 50 100
SECTION LETTER SHEET SECTION IS LOCATED
A SECTION
Z DESCRIPTION SECTION DETAIL
HEET SECTION IS CALLED OUT
-`7 3
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FINISHED PAD
pW CL
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J 2.0% I
PROPOSED 4.5' COMBINATION SIDEWALK --/
PROPOSED CURB GUTTER
SET BACK
2.0%
PROPOSED 4.5' COMBINATION SIDEWALK --/
PROPOSED CURB do GUTTER
LIMITS
PAD LIMITS
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FINISHED PAD 21
FlNMSHED PAD
ROUGH GRADE LINE
a
A SECTION
3 ONT TO FRONT LOTS ROUGH GRADING
SCALE 1 " =10'
t
W
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2.0% I -- 2.0%
ROUGH GRADE LINE
C SECTION
3 BACK AND SIDES OF LOTS ROUGH GRADING
WHEN DIFFERENCE IS > 0.3'
SCALE 1"=10'
LIMITS
x
I
L I EX WALL
W
KERN RIVER CANAL
FINISHED PAO �i _3.Y ABOVE PADS
EX GROUND
E SECTION
3 SOUTHEAST SIDE OF TRACT
WHEN LOT IS IN CUT
SCALE 1"=10'
B SECTION
3 SIDE TO FRONT LOTS ROUGH GRADING
SCALE 1 " =10'
0%
PL
pW
VESTING TENTATIVE
I
i
IEX WALL
I
KERN RIVER CANAL
FINISHED PAD = 3.7 ABOVE PADS
EX GROUND J —
D SECTION
3 SOUTHEAST SIDE OF TRACT
WHEN LOT IS IN FILL
SCALE 1"=10'
PL
I
4' MAX RETAINING WALL I
W/ 6' TALL FENCE I
PER SEPARATE PERMIT LOT 1
TRACT 5999
FINISHED PAD I
EX GROUND
F SECTION
3 EAST SIDE OF TRACT
AT ADJACENT LOT
SCALE 1"=10'
TRACT N0.7239
GRADING PLAN
tliPIINC PLAN PERMIT NO 13- 40000064
FINISHED PAD
FINISHED PAD
PAD LIMITS
FINISHED PAD
`I
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I
2.0%
PROPOSED 4.5' COMBINATION SIDEWALK —1
EbSTING CURB & GUTTER
G SECTION
3 ONT TO FRONT LOTS ROUGH GRADING
SCALE 10=10'
I
3
�I
2_0%
PAD
SET BACK
' wl 2;0%
= r - - - --
PROPOSED 4.5' COMBINATION SIDEWALK
EXISTING CURB & GUTTER
H SECTION
3 ONT TO FRONT LOTS ROUGH GRADING
SCALE 1"=10'
PL CL
PAD LIMITS 2'- 1131 10.00' 45.00'
LANDSCAPE
PROPOSED WALL I �I
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c°T5I 200'
FNSHEn PAD I
4:1 MM,11t
2.0% 2.0%
PROPOSED 4.5' COMBINATION SIDEWALK
E70STING CURB & GUTTER
J SECTION
3 LOTS AGAINST RIVER RUN BLVD
SCALE 1"=10'
PL
I
PAD LIMITS
NEW CHAINLINK FENCE
—6m MAX RETAINING
FINISHED PAD
SUMP ROAD
i
K SECTION
3 WEST SIDE OF LOTS AGAINST SUMP
SCALE 1"=10'
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PAD
I
FINISHED PAD I 4,A
PAD LIMN
FINISHED PAD
STORM DRAIN
L SECTION
3 STORM DRIAN EASEMENT SECTION
SCALE 1"=10'
CL
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