HomeMy WebLinkAbout1.7-6825 Ph 1GRADING NOTES
1. ALL GRADING SHALL CONFORM WITH APPENDIX J - CALIFORNIA BUILDING
CODE AND STANDARDS PERTAINING THEREOF AND PRELIMINARY SOILS
REPORT BY KRAZAN & ASSOCIATES, INC. DATED SEPTEMBER 6, 2013 AND
SOILS ABSORPTION EVALUATION BY KRAZAN & ASSOCIATES, INC. DATED
DECEMBER 2, 2013
2. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISOR CONTROL
DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE W17H THE
PLANS, SOILS REPORT, SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW.
J. CIVIL ENGINEER, GEOTECHNICAL ENGINEER, AND BUILDING OFFICIAL
WILL BE NO77FIED FORTY EIGHT (48) HOURS PRIOR TO PLACING ANY FILL
MA TER/AL.
4. 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 LIM17ED 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 CONNECTION WITH 7HE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY
ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, ARCHITECT, OR
7HE ENGINEER.
5. THE GRADING CONTRACTOR SHALL CONTACT ALL COMPANIES WITH
UNDERGROUND FACIL177ES PRIOR TO BEGINNING CONSTRUCT70N AND
VERIFY THE LOCATION AND DEP7H 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 COMPACTING AND
ACCEPTANCE OF GRADING, INE CONTRACTOR SHALL RETURN AND
CORRECT THE GRADING AT NO COST TO THE OWNER.
7. THE GRADING CONTRACTOR SHALL WATER AS REQUIRED DURING THE
GRADING OPERA TIONS TO PREVENT THE OCCURRENCE OF A DUST
NUISANCE AND SHALL PR07ECT CURBS AND 07HER OBJECTS WHICH ARE
TO REMAIN.
8. EXCA VA TION - EXCA VA TION SHALL CONSIST OF ALL EXCA VA TION
INVOLVED /N GRADING THE PROJECT AS SHOWN ON THE PLANS, EXCEPT
ANY EXCA VA TION SEPARA TEL Y DES/GNA TED AND PAID FOR AS A
SEPARATE /TEM.
9. THE WORK EMBRACED HEREIN SHALL BE IN ACCORDANCE WITH THE
STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT
OF TRANSPORTATION DATED JULY 1999, INSOFAR AS THE SAME MAY
APPLY /N ACCORDANCE WITH THE N07ES HEREON. IN CASE OF
CONFLICT WITH THE STANDARD SPECIFICATIONS AND ANY N07ES
HEREON, THE NOTES HEREON SHALL TAKE PRECEDENCE OVER AND BE
USED /N LIEU OF SUCH CONFLIC77NG PORTIONS. SAID
SPECIFfCA77ONS SHALL APPLY BUT NOT BE LIMITED TO THE
FOLLOWING:
A) ALL CONCRETE SHALL BE CLASS B" AS /N ACCORDANCE W17H
SECTION 90 AND SHALL HA VE A T LEAST 2500 PSI COMPRESSIVE
STRENGTH AT 28 DAYS.
B) ASPHAL 77C CONCRETE- SHALL BE TYPE B" MEDIUM GRADED,
1/2" MAXIMUM AGGREGATE AND INTIMATELY MIXED WITH 5-7%
ASPHALT.
10. IN THE EVENT CONSTRUCTION STAKING BASED ON MCINTOSH &
ASSOCIATES' PLANS, DRAWINGS, 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 07HER DOCUMENTS
11. 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 WRITING, BY
McINTOSH & ASSOCIATES.
12. ALL GRADING SHALL CONFORM WITH APPENDIX J - CALIFORNIA BUILDING
CODE AND STANDARDS PERTAINING THERE OF AND TO THE
RECOMMENDATIONS CONTAINED /N, AND MADE A PART HEREOF, THE
PRELIMINARY SOILS REPORT (NOTE 1), AND ALL ADDENDUMS THERETO. IN
CASE OF A CONFLICT BETWEEN THE PLANS AND SPECIFICATIONS 7HE
MORE STRINGENT REQUIREMENTS WILL TAKE PRECEDENCE.
13 UPON COMPLETION OF GRADING AND BEFORE 7HE START OF
CONSTRUCTION, A FINAL SOILS REPORT SHALL BE PREPARED BY 7HE SOIL
ENGINEER.
14. THE SOIL ENGINEER SHALL REVIEW ALL EXCAVATIONS PRIOR TO
BACKFILLING AND SHALL BE N077FIED OF ANY ITEM ENCOUNTERED
DURING THE GRADING OPERATIONS THAT MIGHT AFFECT FOUNDATION
STABILITY SO RECOMMENDATIONS CAN BE MADE BY THE SOIL
ENGINEER.
15. CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 2: 1.
16. ALL SLOPES GREATER THAN 77-IREE (3) FEET IN VER77CAL HEIGHT SHALL
BE PREPARED AND MAINTAINED TO PREVENT EROSION.
IMPORTED FILL MATERIAL SHALL BE IN CONFORMANCE WITH THE
RECOMMENDATIONS OF THE SOILS REPORT (NOTE 1) AND SHOULD
CONSIST OF ESSEN77ALLY GRANULAR, SILTY SANDS WITH LOW EXPANSION
POTENTIAL AND FREE OF GRASSES, WEEDS, ROCKS LARGER THAN FOUR
INCHES IN DIAMETER, DEBRIS, AND SOLUBLE SULFATES IN EXCESS OF
1000 PARTS PER MILLION.
17. CLEARING AND GRUBBING - REMOVE ALL DEBRIS, SUCH AS METAL,
TRASH, BROKEN CONCRETE, VEGETATION, OTHER BIODEGRADABLE
SUBSTANCES, AND UNSUITABLE SOIL FROM AREAS TO BE GRADED.
UNSUITABLE SOIL /S SOIL THAT, IN THE OPINION OF THE BUILDING
OFFICIAL, SOIL ENGINEER, OR CIVIL ENGINEER, IS NOT COMPETENT TO
SUPPORT OTHER SOIL OR STRUCTURES, OR TO SA 77SFACTORIL Y
PERFORM ANY OTHER FUNCTIONS FOR WHICH THE SOIL IS INTENDED.
18. 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 CERTIFIED BY TESTS
AND REPORT FROM SOILS ENGINEER.
19. ENGINEERED FILL SHALL BE PLACED IN LAYERS NOT EXCEEDING SIX (6)
INCHES IN COMPACTED THICKNESS BROUGHT TO NEAR THE OP77MUM
MOISTURE CONTENT OR TO A MOISTURE CONTENT COMMENSURATE WITH
EFFECTIVE COMPACTION AND SOIL STABILITY, AND COMPACTED TO 90% OF
THE MAXIMUM DENSITY PER ASTM D1557-78, UNLESS SPECIFIED
OTHERWISE, COMPACTION SHALL BE CERTIFIED BY TESTS AND REPORT
FROM THE SOILS ENGINEER.
20. FACES OF ALL CUT AND FILL SLOPES SHALL BE PLANTED WITH A
GROUND COVER INDIGENOUS TO THE AREA AND MAINTAINED AGAINST
EROSION.
21. EAR7HWORK QUANTITIES ARE BASED ON THE FREE FLOATING CONCRETE
SLAB IN GRADE PER THE SOILS REPORT (NOTE 1).
QUANTITIES FOR EARTHWORK
CUT - CU. YD. 51, 785
FILL - CU. YD. 25,120
SPOIL/STOCKPILE - CU. YD. 1J,719
SHRINKAGE FACTOR OF 25% WAS USED
EXPORT TO BE USED IN OTHER PHASES.
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 QUANTITIES TO BASE HIS BID ON.
22. BUILDING PAD PREPARATION - REFER TO SOILS REPORT (NOTE 1).
23. PA VEMEN T PREPARA TION - REFER TO SOILS REPORT (NOTE 1).
24. AN OSHA PERMIT IS REQUIRED WHEN WORKERS MUST ENTER TRENCHES
OR EXCA VA TION FIVE (5) FEET OR DEEPER.
25. SUFFICIENT ACCESS TO THE EXIS77NG AND ABANDONED WELLS SHALL BE
MAINTAINED IN ORDER FOR THE DIVISION OF GAS, OILS AND
GEOTHERMAL RESOURCES (DI VISION) TO INVESTIGATE THE CONDI TION OF
THE WELL HEADS AND CHECK FOR LEAKAGE. IF ANY REABANDONMENTS
ARE REQUIRED, THE DIVISION SHALL FURNISH THE NECESSARY
SPECIFICATIONS TO THE PROPERTY OWNER.
26. AT THE INITIAL CONSTRUCTION MEETING PRIOR TO GRADING ACTIVITIES
ALL CONSTRUCTION WORKERS MUST BE INFORMED AS TO THE SYMPTOMS
OF VALLEY FEVER.
27. THE CONTRACTOR SHALL COMPLY WITH THE GUIDE FOR ASSESSING AND
MITIGATING AIR QUALITY IMPACTS (GAMAQI), JANUARY 10, 2002
REVISION, GUIDANCE DOCUMENT WHICH LISTS THE FOLLOWING MEASURES
AS APPROVED AND RECOMMENDED FOR CONSTRUCTION AC77077ES
WITHIN THE SAN JOAQUIN VALLEY AS FOLLOWS:
A. MAINTAIN ALL CONSTRUCTION EQUIPMENT AS RECOMMENDED BY
MANUFACTURER MANUALS
B. SHUT DOWN EQUIPMENT WHEN NOT IN USE FOR EXTENDED PERIODS
OF TIME
C. USE ELECTRIC EQUIPMENT FOR CONSTRUCTION WHENEVER POSSIBLE
IN LIEU OF DIESEL OR GASOLINE POWERED EQUIPMENT.
D. CURTAIL USE OF HIGH -EMITTING CONSTRUCTION EQUIPMENT DURING
PERIODS OF HIGH OR EXCESSIVE AMBIENT POLLUTANT
CONCENTRATIONS SUCH AS "SPARE -THE -AIR" DAYS AS DECLARED
BY THE SJVAPCD.
E. ENCOURAGE CONSTRUC77ON EMPLOYEES TO CARPOOL OR USE
SHUTTLE TO RETAIL ESTABLISHMENTS AT LUNCH.
28. PRIOR TO S/7E GRADING, SUBDIVIDER SHALL HAVE A PRECONSTRUCTION
SURVEY CONDUCTED TO SEARCH FOR NATIVE KIT FOX DENS SURVEY
SHALL BE SUBMITTED TO THE PLANNING DIRECTOR FOR REVIEW PRIOR
TO GRADING. THE APPLICANT MAY BE SUBJECT TO SPECIAL
NO77F7CATION REQUIREMENTS TO AGENCIES PRIOR TO GRADING LAND
CONTAINING DENS.
29. PRIOR TO THE APPROVAL OF A GRADING PLAN, SUBDIVIDER IS SUBJECT
TO THE MIGRATORY BIRD TREATY ACT. INCLUDING THE SWANSON HAWK
DURING THE RAPTOR NES77NG SEASON (FEBRUARY THROUGH
SEPTEMBER). IF CONSTRUCRON IS TO OCCUR DURING RAPTOR
NESTING/BREEDING SEASON (FEBRUARY THROUGH SEPTEMBER) NO
CONSTRUCTION AC77WTY SHALL TAKE PLACE WITHIN 500 FEET OF A
AC 77 VE NEST. TREES TO BE REMOVED THAT CONTAIN NESTS SHALL BE
REMOVED ONLY DURING NON -BREEDING SEASON (OCTOBER THROUGH
JANUAR Y)
30. THE PRESENCE OF ANY PREVIOUSLY UNIDENTIFIED PROTECTED SPECIES
WHICH ARE NOT ADDRESSED /N 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 (CDFG) SHOULD BE NOTIFIED
OF PREVIOUSLY UNREPORTED PROTECTED SPECIES. ANY
UNAN77CIPATED TAKE OF PR07ECTED WILDLIFE SHALL BE REPORTED
IMMEDIA TEL Y TO THE CDFG AND USFWS.
31. IF ARCHEOLOGICAL OR PALEONTOLOGICAL RESOURCES ARE DISCOVERED
DURING EXCAVATION AND GRADING ACTIVITIES ON-SITE THE
CONTRACTOR 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 TREATWENT OF DISCOVERED NATIVE AMERICAN REMAINS SHALL
COMPLY WITH STATE CODES REGULATIONS OF THE AMERICAN HERITAGE
COMMISSION.
32. SHOULD HUMAN REMAINS BE DISCOVERED AT ANY TIME ON ANY
PORTION 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 THE LOCAL NATIVE AMERICAN
COMMUNITY SHALL ALSO BE NOTIFIED.
33 THE CONTRACTOR SHALL COMPLY WITH SAN JOAQUIN VALLEY AIR
POLLUTION CONTROL DISTRICT (SJVAPCD) REGULATION VU/, DUST
CONTROL MEASURES TO ENSURE COMPLIANCE SPECIFICALLY DURING
GRADING AND CONSTRUCTION PHASES. THE MITIGATION MEASURES TO
BE TAKEN ARE AS FOLLOWS:
A. WATER EXPOSED SURFACES (SOIL) THREE- 77MES/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 AC77VEL Y U77LIZED FOR CONSTRUCTION PURPOSES
US/NG WATER OR BY COVERING W17H A TRAP, OTHER SUITABLE
COVER OR VEGETA77VE GROUND COVER.
E. CONTROL FUGITIVE DUST EMISSIONS DURING LAND CLEARING,
GRUBBING, SCRAPING, EXCAVATION, LEVELING, GRADING, OR CUT &
FILL OPERA TIONS WI TH APPL/CA TION OF WATER OR BY PRESOAKING.
F. WHEN TRANSPORTING MATER/ALS OFFSITE, 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 PROHIBITED EXCEPT WHEN
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 FOLLOWING THE
ADDIT70N OR REMOVAL OF MATERIALS USING WATER.
I. REMOVE TRACKOUT WHEN IT EXTENDS 50 OR MORE FEET FROM THE
SITE A T THE END OF EACH WORKDA Y.
J. CEASE GRADING AC77077ES DURING PERIODS OF HIGH WINDS
(GREATER THAN 20 MPH OVER A ONE-HOUR PERIOD).
K. ASPHAL I- CONCRETE PA WNG SHALL COMPLY WITH THE SJVAPCD
RULE 4641 AND RESTRICT USE OF OF CUTBACK, SLOW -CURE AND
EMULSIFIED ASPHALT PAVING MATERIALS.
34. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN
ACCORDANCE WITH APPENDIX J OF THE CALIFORNIA BUILDING CODE.
35. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL
POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A NOTICE OF
INTENT- (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT
TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION
ACTIVITY (WO ORDER NO. R5-2013-0153) MUST BE FILED WITH STATE
WATER RESOURCES CONTROL BOARD /N SACRAMENTO BEFORE THE
BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE
GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PLAN
(SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE
AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION
HOURS.
36. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF
BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED
WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED
BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED
ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT OF
WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO
ISSUANCE OF A PERMIT.
37. ALL ONSITE UNPAVED ROADS AND OFFSITE UNPAVED ACCESS ROADS
SHALL BE EFFECTIVELY STABILIZED OF DUST EMISSIONS USING WATER
OR CHEMICAL STABILIZER/SUPPRESANT.
38. PAD IS GRADED FLAT AT ROUGH GRADING FINISHED GRADES WILL
INCORPORATE A 1% SWALE THAT WILL DIRECT DRAINAGE AWAY FROM
THE STRUCTURE AND TO THE STREET
SEE TYPICAL LOT SWALE GRADING ON SHEET 1.
39. WASH OFF CONSTRUCTION AND HAUL TRUCKS TO MINIMIZE THE
REMOVAL OF MUD AND DIRT FROM THE PROJECT SITE.
40. DUST CONTROL
CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN
(DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A
COPY ON SITE AT ALL TIMES. FOR THE DURAT70N OF CONTRACTOR'S
OCCUPANCY OF THE SITE CONTRACTOR IS REQUIRED TO COMPLY WITH
THE PROVISIONS OF SAID PLAN.
41. STORM WATER POLLU77ON PREVENTION
CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION
PREVENTION PLAN (SWPPP) FOR THIS PROJECT FROM THE DEVELOPER,
AND SHALL KEEP A COPY ON S17E AT ALL TIMES. FOR THE DURAT70N
OF CONTRACTORS OCCUPANCY OF THE SITE CONTRACTOR IS REQUIRED
TO COMPLY WITH THE PROVISIONS OF SAID PLAN.
42. LANDSCAPE AREAS ARE TO BE DESIGNED AND GRADED TO MINIMIZE
EXCESS LANDSCAPE DRAINAGE ACROSS THE SIDEWALK FOR THOSE
AREAS OVER 2%
43 PER THE RECOMMENDATIONS OF SOIL ABSORPTION REPORT
(SEE N07E 1) DRAINAGE BASIN SHALL BE OVEREXCAVA TED TO A DEPTH
OF 16 FEET BELOW EXISTING GRADE AND BACKFILL WITH CLEAN
COHESIONLESS SAND CLASSIFIED AS SP OR SW /N THE UNIFIED SOILS
CLASSIFICA77ON SYSTEM TO ENSURE ADEQUATE PERMEABILITY FOR
WATER TO DRAIN IN SEVEN DAYS OR LESS A SOILS ENGINEER IS
REQUIRED TO BE ON SITE DURING CONSTRUCTION OF THE SUMP.
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N.T.S.
PROJECT AREA: 20.26 ACRES
HCP AREA: 15.00 ACRES
TOTAL NO. OF LOTS = 55
VESTING TENTATIVE TRACT NO. 6536
310 32' S 99 06'17' E
70 I a l u i I I u 1 u l u l u l r to /
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KEY MAP
SCALE: 1" = 200'
NOTE:
ALL PHASES ARE OWNED BY THE SAME OWNER.
ALL PHASES TO BE CONSTRUCTED SIMULTANEOUSLY
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130.00' N 8906'48' W
NDEX OF SHEETS
SH .ET TITLE
1. COVER SHEET
GRADING PLAN
J. SECTIONS Sc DETAILS
SECTIONS Sc DETAILS
�. RETENTION BASIN DETAIL
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177.50 I II 89'06'48" W
-17.58 S 00'53'12' W
OWNER & SUBDIVIDER:
BLACK OPS REAL ESTATE IX, LLC
1400 EASTON DRIVE, SUITE 113
BAKERSFIELD, CA 93309
CONTACT PERSON - MATT WADE
(661) 864-7546
GEOTECHNICAL ENGINEER:
KRAZAN & ASSOCIATES, INC.
2205 COY AVENUE
BAKERSFIELD, CA 93307
CONTACT PERSON - DAVID R. JAROSZ
(661) 837-9200
PRELIMINARY SOILS REPORT:
FILE NO. 022-13108
DATED: SEPTEMBER 6, 2013
KRAZAN & ASSOCIATES, INC.
2205 COY AVENUE
BAKERSFIELD, CA 93307
CONTACT PERSON - DAVID R. JAROSZ
(661) 837-9200
CIVIL ENGINEER:
MCINTOSH & ASSOCIATES
2001 WHEELAN COURT
BAKERSFIELD, CA 93309
CONTACT PERSON - ROGER MCINTOSH
(661) 834-4814
GRADING PLAN
FOR
TRACT NO.
68::>_5
PHASE 1
AS"'ESSORS PARCEL NUMBER 541-010-29
GRADING PERMIT NUMBER: 13-4 0 0 0 0 071
PROPERTY UNE
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TYPICAL LOT SWALE GRADING
NO SCALE
POVC POINT ON VERTICAL CURIE
LEGEND.
■ ®.1
ASBUILT/AS-GRADED PAD ELEV.
ABBREVIATIONS
PROPOSED PAD ELEV.
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
G8
GRADE BREAK
ME
MATCH EXISTING GRADE
FP
FINISH PAD
HP
HIGH POINT
FG
FINISH GROUND
SF
SQUARE FEET
EG
EXISTING (MOUND
BVC
BEGIN VERTICAL CURVE
EVC
END VERTICAL CURVE
POVC POINT ON VERTICAL CURIE
SECTION LETTER
�\ 1 SECTION LINE
SHEET SECTION IS LOCATED
DIG ALERT
Call: TOLL FREE
1-800-227-2600
AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
OF SOUTHERN CALIFORNIA
BASIS OF BEARINGS:
THE BEARING OF N. 89'06'48" P. SHOWN FOR THE
NORTH LINE OF THE NORTHEAST QUARTER OF SECTION
30, T. 30S., R. 27E. ON K.C.S. =1LED MAP NO. 7-1 BK
6, PG. 26 IN THE OFFICE OF THE KERN COUNTY
SURVEYOR WAS USED AS THE BASIS OF BEARINGS
SHOWN HEREON.
BENCHMARK USED:
C
TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE
INTERSECTION OF OLD RIVER ROAD AND BERKSHIRE ROAD.
ELEVATION = 346.42' (USGS DATUM)
LEGAL DESCRIPTION:
LOTS 15 AND 16 OF SECTION 30, TOWNSHIP 30 SOUTH,
RANGE 27 EAST, M.D.M., CITY 0- BAKERSFIELD,
COUNTY OF KERN, STATE OF CALIFORNIA,
ACCORDING TO THE SALES MAP OF LANDS OF THE
KERN COUNTY LAND COMPANY FILED
JANUARY 22, 1892.
CITY RECORDS NO:
F
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N
0
CD
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CD
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CD
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EXISTING GROUND CONTOUR
■ ®.1
ASBUILT/AS-GRADED PAD ELEV.
FP.347.0
PROPOSED PAD ELEV.
Lo
~
PROPOSED GUTTER FLOWLINE ELEV.
36
PROPOSED LANDSCAPE ELEV.
i D Q
PROPOSED FINISHED GRADE
0.3152'
DIRECTION AND PERCENT OF SLOPE
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FOR DRAINAGE
X
CURB AND GUTTER
H
EXIST. CURB AND GUTTER
CENTERLINE OF STREET
- -
PROPERTY LINE / RIGHT-OF-WAY
- - - - - - - - - - -
- PAD COMPACTION LIMITS
18" DRAIN (TYP.)
Q
- - 0
STORM DRAIN
18" DRAIN (TYP.)
I..
TYPE "A' CATCH BASIN WITH 3.5' WIDE
N-
OPENING UNLESS OTHERWISE NOTED
- - - - - - -
TRACT BOUNDARY
«;
PHASE BOUNDARY
SECTION LETTER
�\ 1 SECTION LINE
SHEET SECTION IS LOCATED
DIG ALERT
Call: TOLL FREE
1-800-227-2600
AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
OF SOUTHERN CALIFORNIA
BASIS OF BEARINGS:
THE BEARING OF N. 89'06'48" P. SHOWN FOR THE
NORTH LINE OF THE NORTHEAST QUARTER OF SECTION
30, T. 30S., R. 27E. ON K.C.S. =1LED MAP NO. 7-1 BK
6, PG. 26 IN THE OFFICE OF THE KERN COUNTY
SURVEYOR WAS USED AS THE BASIS OF BEARINGS
SHOWN HEREON.
BENCHMARK USED:
C
TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE
INTERSECTION OF OLD RIVER ROAD AND BERKSHIRE ROAD.
ELEVATION = 346.42' (USGS DATUM)
LEGAL DESCRIPTION:
LOTS 15 AND 16 OF SECTION 30, TOWNSHIP 30 SOUTH,
RANGE 27 EAST, M.D.M., CITY 0- BAKERSFIELD,
COUNTY OF KERN, STATE OF CALIFORNIA,
ACCORDING TO THE SALES MAP OF LANDS OF THE
KERN COUNTY LAND COMPANY FILED
JANUARY 22, 1892.
CITY RECORDS NO:
F
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ABBREVIATIONS FP 347. 1 I �' ' 1sh� -X348.70- - - - - 34882 - - - -® , h� - 1349.41 BCR 34 i�9 348'6S.3S9 26
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DWS DESIGN WATER SURFACE FG FINISH GRADE 3 I L I
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PIVC POINT OF VERTICAL INTERSECTION I 9 5 3�'
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341.%
CONSTRUCT 6' CHAINLINK FENCE
WITH AIOW CURB AND REDWOOD SLATS
PER C.O.B. STD. S-10
x x x x -x x
--------r----------------------------
14.23'
I I N
I I
S 89'06'17" E 99.61'
I I � s
I I
I N N
I iV I O v+Y —
01
DRAINAGE RETENTION BASIN
I 2:1 W I VOLUME REQUIRED: 2.49 AC -FT
I a VOLUME PROVIDED: 2.58 AC -FT
I i D.W.L.: 342.00'
I H.G.L.: 337.50'
I Z I BOTTOM ELEV: 333.00'
I I
I I
N 89'06'33" W 180.45'
------
k
LEGEND I
ABBREVIATIONS �
EP EDGE OF PAVEMENT FS FINISH SURFACE TRACT BOUNDARY
TC TOP OF CONCRETE OE OVER -EXCAVATION
FL FLOWLINE FF FINISH FLOOR
CL CENTERLINE FC FINISH CONCRETE I
ELEV ELEVATION GB GRADE BREAK
DWS DESIGN WATER SURFACE FG FINISH GRADE i
BVC BEGIN VERTICAL CURVE EVC END VERTICAL CURVE I
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 I
x F3-4-77.1 ASBUILT/AS-GRADED PAD ELEV.
FP 347.0 PROPOSED PAD ELEV. I
365.61 FL PROPOSED GUTTER FLOWLINE ELEV.
EXIST. TOP OF CURB ELEV.
18" DRAIN_(TYP)
18' DRAIN (TYP.) p
EXIST. GUTTER FLOWLINE ELEV.
36.- 8� PROPOSED LANDSCAPE ELEV.
36 PROPOSED FINISHED GRADE
0.315% 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
STORM DRAIN
TYPE "A" CATCH BASIN WITH 3.5' WIDE
OPENING UNLESS OTHERWISE NOTED
TRACT BOUNDARY
SECTION LETTER
SECTION LINE
SHEET SECTION IS LOCATED
-------------- L------------
23
PARK DEDI
FOR TRAC'
DRAINAGE RETENTION BASIN
SCALE: 1" = 20' HORIZONTAL.
A SECTION
5 SCALE: 1" = 50' HORIZ.
1" = 5' VERT.
SCALE: 1"=150'
25 0 50 100
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