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STRIPPING AND GRUBBING*
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WATER, CHEMICAL STABLIZER/SUPRESSANT, COVERED WffH A TARP OR- OTHER SUITABLE COVER,' OR
PRIOR TO GENERAL SITE GRADING, EXISTING VEGETATION, SURFACE OBSTRUC110INS AND ANY
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VEGETATIVE GROUND COVER6
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DEBRIS SHOULD BE STRIPPED'AND DISPOSED OF OUTSIDE THE CONSTRUCTION LIMffS. WE
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FSTIMATF THF OF-PTH OF IPPING TO BE APPROXIMATELY 1 TO 3 INCHES., STRIPPED TOPSOILf
34*
CONSTRUCTION SPEED LIMITS WILL BE POSTED. AS 15 MPH ON ALL UNPAVED AREAS AT THE
LESS ANY DEBRIS, MAY BE. STOCKPILED AND REUSED FOR LANDSCAPE PURPOSES, HOWUM THIS
CONSTRUCTION SITE,
MATERIAL SHOULD NOT BE INCORPORATED INTO ENGINEERED FILL UNLESS IT IS POSSIBLE TO
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SUFFICIENTLY MIX MATERIAL TO PRODUCE AN ORGANIC CONTENT LESS 0.1 PERCENT BY WEIGHT.
35.
PREMATURE REMOVAL OF GROUND COVER IN ADVANCE OF ' DEVELOPMENT SHALL -BE PROHIBITED,
W
01
EXISTING VEGETATION SHALL NOT BE CLEARED UNTIL REOUIRED-BY CONSTRUCTION* MEASURES TO
EXIS*nNG, UTILITIES, WELLS, AND SUBSURFACE OBSTRUC11ONS:
PREVENT EROSION DURING AND IMMEDIATELY AFTER CONSTRUCTION SHALL BE
DURING SITE DEMOLITION AND PRIOR TO ACTUAL SITE GRADING, A REASONABLE SEARCH SHOULD
ESTABUSHED PRIOR TO THE START OF CLEARING,
BE CONDUCTED TO LOCATE ANY ABMDONED UNDERGROUND STRUCTURES (E.G., IRRIGATION
LINES), OR EXISTING UTIUTIES WHICH MAY BE PRESENT WnIN THE AREA OF CONSTRUCTION*
36.
IF DURING THE CONSTRUnON ACTI\ATIES OR GROUND DISTURBANCE, CUI-TURAL RESOURCES ARE
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THESE OBSTRUCTIONS- SHOULD BE PROPERLY ABANDONED ACCORDING TO REGULATORY
UNCOVERED, THE SUBDIVIDER SHALL STOP WORK AND. RETA ' IN -A QUALIFIED ARCHEOLOGIST FOR FURTHER
REQUIREMENT AND/OR REMOVED FROM THE PROJECT AREA. IF ANY AREAS OR POCKETS OF SOFT
STUDY. SUBDIVIDER SHALL NOTIFY THE PROPER AUTHORITIES MD BE SUBJECT TO:ANY MITIGATION
OR SATURATED SOILS, VOID SPACES MADE BY BURROWING ANIMALS OR SOIL DISTURBED 13Y
MEASURES REQUIRED OF THE ARCHEOLOGIST.
AGRICULTURAL ACTIVITIE5 ARE.- ENCOUNTERED, THEY SHOULD BE OVER-EXCAVATED TO FIRM
APPROVED NATIVE MATERIAL AND REPLACED AS ENGINEERED FILL EXCAVATIONS FOR REMOVAL OF
37.
M OPEN STREET PERMIT SHALL BE OBTAINED FROM THE.. CITY OF. BAKERSFIELD PUBUC WORKS
THE ABOVE ITEMS. SHOULD BE. DISH-SHAPED (WITH SIDES SLOPED 1 .-3, VERTICAL TO HORIZONTAL
DEPARTMENT FOR AW WORK PERFORMED WITHIN EXIS*nNG :ACCEPTE'D STREET RIGHT OF WAY. UNLESS
OR FlATTF-R) AND BACKFILLEDATH ENGINEERED FILL. EXIS11NG WELLS WHICH MIGHT BE
SECURED BY A SUBDIVISION AGREEMENT, SURETY BASED . ON AN APPROVED ENGINEER'S ESTIMATE FOR
ASSOCIATED WITH PREVIOUS AGRICULTURAL USAGE OR DMLOPMENT SHOULD BE PROPERLY
THE WORKED PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED
ABANDONED IN ACCORDANCE WITH THE REQUIREMENTS OF THE KERN COUNTY ENVIRONMENTAL
PRIOR TO ISSUANCE OF A PERMIT.
HEALTH DEPARTMENT.
38..
THE CONTRACTOR AG'RES THAT IN ACCORDANCE WfTH 'GENERALLY -ACCEPTED CONSTRUCTION
OVEREXCAVATION MD COMPACTION.
PRACTICES, THE CONSTRUCTION CONTRACTOR -MLL BE REQUIRED- TO ' ASSUME SOLE AND COMPLETE
NATIVE SOIL SHOULD BE CUT TO A MINIMUM OF 2 FEET BELOW ORIGINAL GRADE FILL
RESPONSIBILITY OF JOB SITE CONDITIONS DURING THE COURSE'OF -CONSTRUCTION OF THE PROJECT,
'REQUIREMENT
NECESSARY TO BRING THE SITE TO GRADE SHOULD BE PLACED IN THIN UNIFORM LIFTS AT OR
INCLUDING SAFETY OF ALL PERSONS AND � PROPERTY, AND THAT, THIS SHALL � BE MADE TO
NEAR OPTIMUM MOISTURE CONTENT AND COMPACTED TO A MINIMUM OF 907a OF THE MAXIMUM
APPLY CONTINUOUSLY AND NOT BE UMITED TO NORMAL WORKING HOURSS' THE CONSTRUCTION
DRY DENSITY AS'DETERMINED BY X�TM D 1557. IN AREAS WHERE CUTS EXCEED 2 FEET BELOW'
CONTRACTOR FURTHFR AGREES TO DEFEND, INDEMNIFY .. AND - HOLD. THE DESIGN PROFESSIONAL
EXISTING GROUND, COMPACTION OF NEAR SURFACE SOILS SHALI. CONSIST OF THE TOP 1 FOOT OF
HARMLESS FROM ANY AND ALL UABILITY, REAL OR ALLEGED IN CON ' NECTION W" THE PERFORMANCE
OF THE WORK OF THIS PROJECT, EXCEPTING UABILITY ARISING FRONI'THE SOLE NEGUGENCE OF THE
EXPOSED SOIL.,
DESIGN PROFESSIONAL,
CUT LOTS ARE SUBJECT TO REVIEW. BASED ON THF FINDINGS OF THE SOILS ENGINEER,
OVEREXCAVAlION MD RECOMPACTION OF CUT LOTS TO PRODUCE A UNIFORM BUILDING PAD MAY
39,
EXCAVATION SHALL BE ADEQUATELY SHORED, BRACED AND SHEETED'SO THAT THE EARTH WILL NOT
BE REQUIRED. WITHIN PAVEMENT AREAS . THE SUBGRADE SHOULD BE COMPACTED TO AT LEAST 95
SLIDE OR SElTLf: AND SO THAT ALL EXISTING IMPROVEM ' ENTS OF AW KIND WILL BE FULLY PROTECTED
PERCENT RELATIVE COMPACTION TO A DEPTH OF 12. INCHES, OR AS REQUIRED BY THE CITY OF
FROM DAMAGE., ANY DAMAG ' E RESULTING FROM AlACK-OF ADEQUATE' SHORIN61 BRACING OR SHEETING
BAKERSFIELD. THIS SUBGRADE COMPACTION SHOULD 13F PERFORMED AFTER UTILtTY INSTALLATION
'
SHALL BE THE RESPONSIBILITY OF THE. CONTRACTOR AND HE SHALL EFFECT NECESSARY REPAIRS OR
AND JUST PRIOR TO PLACING THE PAVEMENT SECTIONS, COMPACTION TEST SHALL CONFORM TO
RECONSTRUC'n011 AT HIS OWN EXPENSE. WHERE THE EXCAVATION FOR - A CONDUIT- TRENCH,
'CONFORM
ASTM TEST METHOD Dl 557, METHOD A
STRUCTURE AND/OR BORING OR JACKING PIT IS REQUIRED,, THE CONTRACTOR SHALL TO THE
APPLICABLE SAFETY ORDERS OF THE DIVISION OF INDUSTRIAL SAFElY OF THE STATE OF CALIFORNIA,
25t
OBSTRUCTIONS INDICATED ARE FOR INFORMA110N ONLY. IT IS THE CONTRACTOR'S RESPONSIRLITY
THE CONTRACTOR SHALL ALWAYS COMPLY WITH OSHA REQUIREMENTS.
TOARIFY THE LOCATIONAD DEPTH WITH THE APPROPRIATE. AGENCIES. THE CONTRACTOR SHALL
NOTIFY UNDERGROUND SERVICE ALERT FOR THE UTILITY LOCATIONS PRtOR TO ANY
4014
THE CONTRACTOR SHALL COMPLY WITH THE RULES AND REGULAJIONS OF THE STATE CONSTRUCTION
CONTSTRUC110N. -NEITHER THE OWNER OR THE ENGINER ASSUMES RESPONSIBILITY THAT THE
SAFETY ORDER.
OBSTRUCTIONS INDICATEDWILL BE THE OBSTRUCTIONS ENCOUNTERED,
41,
THE CONTRACTOR SHALL NOT DESTROY ANY PERMANENT SURVEY POINTS. AW PERMANENT MONUMENTS
26.
IT SHALL BE THE CONTRACTORIS RESPONS113117Y TO NOTIFY THE ENGINEER AND THE CITY
OR POINTS DESTROYED SHALL BE REPLACED BY'A LICENSED -SURVEYOR AT THE
INSPECTOR OF AW DIFFERENCES IN THE LOCA11ONS OF EXISTING UTIU11ES SHOWN, OR ANY
CONTRACTOR'S EXPENSE,
CONFLICTS WITH THE DESIGN, -BEFORE CONTINUING WITH WORK IN THAT AREAR
42.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION.OF SAID GRADING QUANTITIES PRIOR TO THE
27.
IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO COORDINATE ALL NECESSARY -UTILITY
START OF THE GRADING OPERATION, THE CONTRACTOR. * SHALL� ALSO BE RESPONSIBLE FOR DISTRIBUTING ANY
'LOTS
RELOCATIONS.,
EXCESS MATERIAL OR SUPPLY MATERIAL FOR DEFICIENCIES TO. BRING .-PAVEMENT OR TO REQUIRED
GRADE. CLARIFIC00M OF GRADING SHALL BE DONE BY THElNGINEER, AND THE CITY DEPARTMENT OF
28,
ENGINEERED FILL MATERIALS:
PUBLIC WORKS WILL NEED TO BE NOTIFIED,
ALL ENGINERED FILL SOILS SHOULD BE NEARLY FREE OF ORGANIC OR OTHER DELETERIOUS
DEBRIS, ESSENTIALLY LOW-PLASCITY, AND LESS THAN 6 INCHES IN MAXIMUM DIMENSION.
43,
THE CONTRACTOR SHALL CONFIRM THE GROUND ELEVATIONS. AND OVERALL TOPOGRAPHY OF THE SITE PRIOR
'SHALL
GENERAL, WELL-GRADED MIXTURES OF GRAVEL, SAND, NON-PLASTIC SILT, AND SMALL QUANTITIES
TO THE START OF CONSTRUCTION, THE.CONTRACTOR NOTIFY QUAD KNOPF, INC,. IN WRITING
'WHICH
OF CLAY ARE ACCEPTABLE FO a R USE AS ENGINEERED FILL, THE EARTH MATERIALS OBTAINED-ON
IMMFDIAV.[..,Y OF ANY DIFFERENCES IN TOPOGRAPW FROM THAT SHOWN. ON THE PLANS MAY REQUIRE
SITE MD CLASSIFIED SM, SP, SWs SC AND CL WITH EXPANSION INDICATED LESS THAN 20f
CHANGES IN DESIGN. THE CITY DEPARTMENT OF PUBLIC WORKS'WILL ALSO NEED TO BE NOTIFIED,
EXCLUSIVE OF AW DEBRIS ARE CONSIDERED SUITAOLE FOR USE AS ENGINEERED FILL, WHEN
CONDITIONED TO THE PROPER MOISTURE RANGE AND CONTAINING LESS THAN 0,1 PERCENT
44.
THE CONTRACTOR SHALL VERIFY THE EARTHWORK QUANTITY-AND BALANCE PRIOR TO COMMENCEMENT OF
ORGANICS BY WEIGHT,
GRADING OPERATIONS- THE CONTRACTOR IS TO NOTIFY. BEAZER HOMES, QUAD KNOPF INC., AND THE CITY
DEPARTMENT OF PUBLIC WORKS IMMEDIATELY OF ANY. EARTHWORK BALANCE DISCREPANCIES BEFORE AND
COMPACTION CRIT F.RA-
DURING GRADING OF THE SITE.
SOILS USED FOR ENGINEERED FILL SHOULD BE UNIFORMLY MOISTURE-CONDITIONED TO NEAR THE
OPTIMUM MOISTURE CONTENT, PLAGED IN HORIZONTAL UFTS LESS THAN 8 INCHES IN LOOSE
45.
THE CONTRACTOR SHALL UNDERCUT THE STREET -SUBGRADE. DURING ROUGH GRADING IN ORDER THAT THE
*
THICKNESS, AND COMPACTED TO'AT LEAST 90 PERCENT RELATIVE COMPACTION. DISKING AND/OR
TRENCH SPOILS MAY BE LEFT IN THE STREET AREA - AND COMPACTED DURING FINAL SUBGRADE
BLENDING MAY BE REQUIRED JO UNIFORMLY MOISTURE-CONDMON SOILS USED FOR ENGINEERED
COMPACTION PRIOR TO PLACEMENT OF BASE ROCK, (THE -UNDERCUT SHALL BE ADEQUATE TO ACCEPT
FILL*
ALL TRENCH SPOILS, INCLUDING JOINT TRENCH SPOILS.)
29.
SHOULD IT APPEAR THAT THE WORK TO BE DONEt OR MY MATO RELATIVE THERETO, IS NOT
46.
ROUGH GRADING MD DIRT BALANCE TO BE COMPLETED PRIOR TO PAD FINISHING SO THAT PADS MAY BE
SUFFICIENTLY DENLED OR EXPLAINED ON THESE PLANSs THE.CONTRACTOR SHALL CONTACT QUAD
ADJUSTED TO FINAL BALANCE. THE CITY DEPARTMENT OF'PUBLIC WORKS IS TO'BE NOTIFIED FOR ANY PAD
KNOPF INC. AT (661) 861-0997. ANY REVISIONS REQUIRE CITY DEPARTMENT OF PUBLIC WORKS
ADJUSTMENTS,
APPROVAL BEFORE PROC ING WITH RNSED PLANS.
47.
UPON COMPLETION OF PAD GRADING, THE CONTRACTOR SHALL � REQUEST THE ENGINEER TO CHECK THE
30.
DURING GRADING OPERATIONS, THE CONTRACTOR SHALL IMPLEMENT DUST CONTROL MEASURES ON
GRADES. ANY PADS THAT DO NOT MEET THE SPECIFICATION. SHALL BE REGRADED. ANY REQUIRED
SITE MD ON HAUL ROUTES.. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE APPLICATION OF
RECHECK WILL BE CHARGED TO THE CONTRACTOR BY -THE, OWNER.
WATER TO DEVELOPMENT SITES AND HAUL ROADS AT LEAST THREE TIMES -DAILY OR WHENEVER
VISIBLE DUST IS CAPABLE OF DRIFTING FROM THE SITE OR APPROACHES 20 PERCENT CAPACITY',
48.
THE CONTRACTOR SHALL MAINTAIN THE SITE IN AN ORDERLY - FASHION, FOLLOWING CESSATION OF
TO MITIGATE THE IMPACT OF DUST AND EMISSIONS, SPRAYING SHOULD BE SUMCIENT TO ENSURE
CONSTRUCTION ACTIVITY, ALL CONSTRUCTION DEBRIS SHALL -BE REMOVED FROM THE SITE.
THAT SOILS DAMP, WITH THE FREQUENCY OF SPRAYING DEPENDENT ON WEATHER
49.
THE CONTRACTOR SHALL NOTIFY THE CITY DEPARTMENT OF PUBUC WORKS WHERE IT IS REASONABLY
CONDMONS.
LIKELY THAT CORRECTIVE GRADING/SUDE REPAIR WORK WILL EXTEND BEYOND THE LIMITS OF GRADING
311.
DURING GRADING OPERATIONS, ALL ACTMTY SHALL BE RESTRICTED TO PERIODS OF LOW WIND TO
DELINEATED ON THESE PLANS5 4
REDUCE DUST EMISSIONS., CEASE GRADiNG ACTIV111ES DURING PERIODS OF HIGH WINDS (GREATER
"10D.
50.
A FULL TIME PALEONTOLOGICAL MONITOR WILL BE ON SITE DURING ..GROUND DISTURBANCE ACTIVMES NTHIN
THAN 20 MPH OVER A ONE HOUR P
600 AND 700 FEET ELEVATION. IF FOSSILS ARE FOUND,'WITHIN-AN AREA BEING CLEARED OR GRADED EARTH
32.
THE CONTRACTOR WILL 13E RESPONSIBLE FOR MY DAMAGE TO THE SffE OR SURROUNDING AREA
DISTURBING SALVAGE OF THE FOSSILS. IF. CONSTRUCTION �- PERSONNEL MAKETHE DISCOVERY THE GRADING
DUE TO DUST'OR EROSION, RESULTING FROM WORK DONE BY THE CONTRACTOR.
CONTRACTOR SHALL IMMEDIATELY DIVERT CONSTRUCTION AND CALL THE MONITOR TO THE SITE FOR FOSSIL
SALVAGE,
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THIS PtM HAS BEEN PREPARED.MTH THE INTENT THAT QUAD.KNOPF (W. WILL BEPSFORMING THE
CONSTRUCTION STAKING FOR THE COMPLETE PROJECT. 'IF HOWEM MOTHER ENGINEERING MD/OR
SURVEYING FIRM SHOULD BE. EMPLOYED TO USE THESE PLANS - FOR THE PURPOSE OF CONSTRUCTION
STON0. N0710E IS 14ERERY WN THAT THF RRM OF ZAD INOPF INC. - WILL NOT ASSUME A14Y
RESPONSIBILTY FOR ERRORS OR 0MISSIONS, IF We; WHICH MIGHT OCCURAD 4HICH COULD HAVE
BEEN AVOIDED,, CORRECTED OR MMGATED IF QUAD KNOPF INC. HAD PERFORMED THE STAKING WORK.
L INDE#'
1. COVER SHEET
2. SHEET INDEX
3. GENERAL GRADING PLAN
40 NU AL GRADING PLAt
5., GENERAL GRADING PLAN
6. GRADING DETAILS
7. RETENTION BASIN DETAILS
51. ADD11IONAL AIR buAuqy mrriGATION MEASURES:
INSTALL AND MAINTAIN A CONTROL DEVICE THAT MEETS THE SPECIFICATION OF SJVAPCD ROLE
8041 IF THE SItE EXCEEDS 150 VEHICLE TRIPS PER DAY ORVORE THAN 20 VEHICLE TRIPS PER DAY�
BY VEHICLE WITH THREE OR MORE AXLES,
CONTROL FUGITIVE DUST EMISSIONS DURING LAND CLEARING, GRUBBING, SCRAPING, EXCAVATION,
LEVEUNG, GRADING OR CUT AND FILL OPERATIONS WTH APPLICATION OF WATER OR BY PRESOAKING,
WHEN TRANSPORTING MATERIALS OF SITE, MAINTAIN A FREEBOARD UMIT OF AT LEAST 6 INCHES AND
COVER OR EMCTIVELY WET TO LIMIT VISIBLE DUST EMISS101 NS,
UMIT AND REM&E THE ACCUMULATION OF MUD AND/OR DIRT FROM ADJACENT -PUBLIC ROADWAYS, AT
THE END OF �,ACH. WORKDAY. (USE OF DRY ROTARY BRUSHES IS PROHIBITED EXCEPT WHEN PRECEDED
OR ACCOMPAN10 BY SUFFICIENT W NG TO LIMIT VISIBLE DUST EMISSIONS AND USE OF BLOWERS IS
EXPRESSLY FORBIDDEN,
C
REMOVE TRA%KdUT FROM THE SITE AT THE END OF EACH WORKDAY,
ASPHALT-CONOOETE PA\ANG sHALL: COMPLY wrrH SJVAPCD RULE 4641 AND RESTRICT USE OF
CUTBACK, SLOWAMCURE MD EMULSinm ASPHALT PAVING MATERIALS,
GRADING SHOULD BE CONDUCTED IN PHASES,
THE PROJECT PEVELOPER SHALL REVEGETATE GRADED AREAS AS SOON AS IT IS FEASIBLE AFTER
CONSTRUCTION' IS COMPLETED.
52, M111GATION MEASURES TO REDUCE CONSTRUCTION EQUIPMENT EXHAUST:
MAINTAIN ALL WNSTRUCTION EQUIPMENT AS RECOMMENDED BY MANUFACTURER MANUALS.
SHUT DOWN EQUIPMENT WHEN NOT IN USE FOR EXTENDED PERIODS OF TIME
CONSTRUCTION EQUIPMENT SHALL OPERATE FOR NO LONGER THAN EIGHT (8) CUMULATIVE HOURS PER
DAY4
USE ELECTRIC EQUIPMENT FOR CONSTRUCTION WHENEVER POSSIBLE IN LIEU OF DIESELL OR GASOLINE
POWERED EQUIPMENT.
CURTAIL USE OF HIGH-EmnNG CONSTRUCTION EQUIPMENT DURING PERIODS OF HIGH OR EXCESSIVE
kt "Wft '" DAYS AS DECLARED BY THE
AMBIENT POt,'*qANT CONCENTRAMONS SUCH AS !.SPARE THE-AIR
SJVAPCD,
ALL CONSTRU;-'o�TION VEHICLES ARE TO BE EQUIPPED WITH PROPER EMISSION CONTROL EQUIPMENT AND
KE�,T IN GOOD MD PROPER RUNNING. ORDER TO SUBSTANTIALLY REDUCE NOX EMISSIONS.
USE OF CATERPILLAR -PRE-CHAMBER DIESEL ENGINES OR EQUIVALENT SHALL BE UTILIZED IF ECONOMIC
AND AVAILABLE TO REDUCE NOX EMISSIONS., A
ALL CONSTRUCTION WORKERS, SHALL BE ENCOURAGED TO SHUTTLE (CARPOOL) TO RETAIL
ESTABUSHMENT OR TO REMAIN ON-SITE DURING WNCH BREAKSO
ALL CONSTRUCTION AND.GRQING ACTIVMES BE DISCONTINUED DURING THE FIRST STAGE SMOG ALERTS,
CONSTRUCTION AND GRADING ACTIVMES SHALL NOT BE. ALLOWED DURING FIRST STAGE OZONE ALERTS..
OZONE ALERTS ARE DECLARED WHEN THE OZONE LEVEL EXCEEDS.0.20 PPM (1-HOUR AVERAGE).
53. ALL CONSTRUCTION PERSONNEL SHALL BE TRAINED IN SENSITIVE SPECIES IDENTIFICATION AND
AVOIDANCE TECHNIQUES AND BE INSTRUCTED TO BE ON THE LOOKOUT FOR KIT FOX SIGNS DURING
EARTH DISTURBANCE PHASES OF CONSTRU00N. ANY EVIDENCE OF SUCH DENS SHOULD BE AVOIDED
AND REPORTED M RIE REVIEWING AGENCIES rOR RESOLUTIOR,
54* CONTRACTOR SHALL VERIFY LOCATION OF EXISTING HIGH PRESSURE GAS PIPEUNE AND SHALL PROTECT
UNE IN PLACE,
46 TION
Ldt'm�02AL DES RIP
BEING A PORTION OF THE'NO RTHEAST QUARTER, LOT 1 OF PMW 04-0357 OF SEC 27 T30S R27E MOB & M
IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA, APN* 497-020-22
VICINTY mala§.AP
ESTIMATED QUANTITIES
CUT: 70,989 CYDS FILL: 53j614 CYDS
NET: 17,375 CYDS
THESE 0DANTITIES 00 N()T INCLUDF ANY SHRINKAGE, SUBSIDENCE, OVER-EXCAVATION4 OR ANY SPECIAL
CONDMONS OR RE04 UIREMENTS THAT MAY BE SPECIFIED IN THE GEOTECHNICAL INVESTIGATION REPORT,
THESE QUANTITIES IN THE AREAFORPERMIT PURPOSES ONLY. ALL CONTRACTORS BIDDING ON THIS
PROJECT SHOULD MAKE THER OWN DETERMINATION OF EARTHWORK QUANTMES PRIOR TO SUBMrMNG
A BID. IT IS APPROXIMAT�D THAT, USING A 20% SHRINKAGE FACTOR, THERE WILL BE APPROXIMATELY 3,000
CUBIC YARDS OF EXCESS THAT IS TO BE USED IN THE LANDSCAPING AREAS AND THE PAD AREAS. NO
OFFSITE DISPOSAL SHOULD BE REQUIRED,
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1* SUMP TO BE CONSTRUCTED CITY ERSFIELD
NDARDS S-9, 840, AND
1: THE 8 7'FBMBf? BASIN SH L BE OVEREXCA ED TO A
PTM OF 2.5 FEET AND 8 C LED WITH CLEAN C ONLESS
SA IFIED SW IN THE UNIFIED SOILS
CLASSIFICATION SYSTEM OENSUREADEQUATEPERMEA@IL FOR
WATER TO DRAIN IN SE DAYS OR LESS (PER THE SOIL
ABSORPTION EVALUATIO PROPOSED DRAINAGE BASIN 7EN7AT1
TRACT 6553, PANAMA LA E AND ' MOUNTAIN R► ROAD,
BAKERSFIELD PREPA a
CA PREPA Y KRAZAN & ASSOCIATES, INC.).
an
3. SUBTRAC71.33•FT FRO GIVEN ELEVATIONS IN ORDER TO MATCH
ELEVATIONS GIVEN FOR IRACT6478,o THE DIFFERENCEIN
ELEVATIONS IS DUE TO A 1.33off DIFFERENCE IN VERTICAL DATUM
BETWEEN THE FIELD SUR Y DATA COLLECTED FOR TRACT 6478
AND THE FIELD SURVEY ATA COLLECTED FOR 77?4CT 6553*
S84'55'S4 °E
131-93'
FG 356.4
RETAINING
WALL
SCALE, 1 *M-*-*20
I
FG 355.0
355*
ONTM.-IL
DESIGN WA T-E-R- DEPTH � 8.5 FT
REQL4RED VOLUME
VOLUME,*~ 3.74 ACRE-F
9UMP.Y0..,L.UME AT. DEPTH
k"'I MA
A(b) BOTTOM AREA � A(b)".W& 147420 SF 0,633 AC
A(l)' -- SLJRFACE AREA @ h - 8.5 FT *-� 25286 SF � 0*58 AC
A(m) � SURFACE AREA @ h Aft 4*25 FT 1%577 SF - Oo45 AC
-PROMDED 3484 ACREfo
�ktMf114�� Qty
shelf CORI&M to qyi flookloont"I
Ufth&% sold 841W40
#Ave aw wo*
I uM 7`
111116 CbMa Oak 010 , NW
W*ww**d sk" of prov-6011
untm alhotv�s# dtfttt*O by the
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PLAN
"Wm"ft" AMA"&
%too
*TEMPORARY FENCE
pie 9110- fat
REQUIRED IF TRACT
A r
. Nownw~
6478 RETENTION
�
BASIN NOT YET
s
CONSTRUCTED AT
SECTION A A
TIME OF
E
CONSTRUCTION FOR
WOW Kwola 11
6553 TR4CT
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RETENTION BASIN,
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Almm"Aa to im tacy
COB S -10
W
12' MIN ACCESS ROAD
Uj
PROPOSED SUMP FOR
�'?
TRACT 6478 RETENTION
lot
BASINS TO BE COMBINED
�' I 0
0
BY DEVELOPER LAST TO
kf
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CONSTRUCT BASIN,
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ff Old-
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A6t 0x#*#d 'Tzi
FG 355.0
355*
ONTM.-IL
DESIGN WA T-E-R- DEPTH � 8.5 FT
REQL4RED VOLUME
VOLUME,*~ 3.74 ACRE-F
9UMP.Y0..,L.UME AT. DEPTH
k"'I MA
A(b) BOTTOM AREA � A(b)".W& 147420 SF 0,633 AC
A(l)' -- SLJRFACE AREA @ h - 8.5 FT *-� 25286 SF � 0*58 AC
A(m) � SURFACE AREA @ h Aft 4*25 FT 1%577 SF - Oo45 AC
-PROMDED 3484 ACREfo
�ktMf114�� Qty
shelf CORI&M to qyi flookloont"I
Ufth&% sold 841W40
#Ave aw wo*
I uM 7`
111116 CbMa Oak 010 , NW
W*ww**d sk" of prov-6011
untm alhotv�s# dtfttt*O by the
Mir d"qM##t.
GdOor L14
PLAN
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pie 9110- fat
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PLAN SECTION
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STANDARD
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()RAINAGE vftASfN.
U
GATE
"a
ELEVATION
CAT Y OF IBAKERSFIELD
OUTLET STRUCUR sift PILI OP ea. 4e
Tt
CALIFORNIA S9
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A N
W
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5 1
2.5v
. ... ... ...
12' MIN ACCESS
PAD ROAD'* 2% SLOPE
2%
RETENTION
N
11, - 4 BASIN
SIDEYARD S
J:
0 I.DX SLOPE, 11.5
4
MIN*
RETAINING WAS
1,009/Mm .1'
8E %0� I I I N.- -FsmF
WS
W
MCT 6553 7RCT .6478
12' MIN 2' MIN
WATER SURFACE . . . . . . .......... . ........... .
ELEVATION 352.0
I t
'k 1� N: j;'
BOTTOM
ELEVATION _+t s �a -.'tie
343.5 M&
.... .......
(AT RETDM.N SAS MWEN TRACT
6553 AND TRACT 6478)
NTS
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2.5'
RETAINING
IV.
4 4
REMNTION
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ftivral Room
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ClIrY OF 13AXIERSPIKLO
CALIFORNIA
NO
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tb*.M"0"*Mft Of tim of the ORA $ cavions
eat it., "Steadrd Sat fi scation,
rimwm- of Cali fOM144
mwparsm Of aditions
A 60 x fi* --- euv* vnj I bg
001CIT MUA W*r all ftwil
QtY Wks �a thiek x 9 0 dl CWb Shall bo Wmedo
lot either. M.'a 112" 01 f M WOW the CUM % and thf
fabric Shall be Inwo
0"WM Mall be Clas 1080 (5 sad) 04 2hall be Nithin 2
51v0v SWAceaf mrMs mall jet lod
....... ...... Math, v* b"h flfti"o comitt 0811 catain To
I A"Wit ives, ol, jri*r Writt" 411 l to obtai from thv
e SM11 be tevii Wt h a i
0111w4ee
MT4 tO SOCUM Ww7effiB he 61rdard
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W-am sped iiifl;i�
*Lch
DPW PIMP- SM11 be '1$t4lled Ot 811 "Oft 14 10ft life iT
I of It dogrem
AMP EW OMW ud fiate Posts shall be brjjW to the Namt
AMP . f C
,W lire Pst with gdvmizW di
ENLW.A,.LLj as I - - 1 All & fifirit0tal bran toed
sun REIMM alvoWzOd 319" 001 truss nds
let or tros t otard.
I , ft UW, &S, ti M"bom
Fill* e =
20 4*011 be fastend tp 69 P0141 Temilul Pot or-
CWW Pat with 1141" x 3/44 be bonds at All on
Fawc SM11 be fiat ftw to JIM PCs with fabric bergs
SPNW A"im 1 1Xt 14" amrtv 'M tO JaSt rmer aid bottom
tml cm surn owl h
A. c bffA ameed &PPM wataly 2411
WMA
Chain link f4mv f*tic shall conform to the Oeeifieattorf Of
Ast), dKIlutiont A 3%, Class I,
sorw
w� aotl WU1) bV M ed trill? tc, and
'100 With mtvact ion OflRutoageath.0 26wftt.
REV16 UL 119-
STANI)ARD
CHAIN LINK
FENCE
NOTE
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gimoo ftne " somitutI94 rent Ito a" *# WNW wo
"n *MY 1W ttft"W Oft MO Of JOWL CALIFORNIA S4010
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PLOT DATE:
fij5r /08
SHEET NO.
3
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PLOT DATE:
fij5r /08
SHEET NO.
3
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