HomeMy WebLinkAbout6.9-196GRADING NOTES
ALL GRADING AND SITE PREPARATION SHALL CONFORM R}THIS PLAN THE KERN COUNTY
GRADING ORDINANCE, AND THE REQUIREMENTS OF THE 2001 CALIFORNIA BUILDING CODE,
ALL (EST|NSREQUIRED 8Y2OUiC.8.C.SHALL 8EPERFORMED.
SITE PREPARATION AND GRADING SHALL BEDONE UNDER THE SUPERVISION OfTHE
SOILS ENGINEER, WHO SHALL BE PRESENT AT ALL TIMES DURING GRADING'OPERATIONS
THE SOILS ENGINEER SHALL 8ENOTIFIED ATLEAST TWO DAYS BEFORE STARTING ANY
0FTHIS WORK, THE SOILS ENGINEER SHALL PROVIDED TOTHE DESIGN ENGINEER A
FINAL SOILS REPORT 0RASIA [EMENTTHA | THE GRADING WAS DONE INACCORDANCE
WITH THE GRADING PLAN AND PRELIMINARY SOILS REPORT ALONG WITH COPIES OF THE
COMPACTION TESTS.
CONTRACTOR SHALL OBTAIN ALL. NECESSARY ENCROACHMENT AND/OR OTHER PERMITS
FROM THE APPROPRIATE PUBLIC AGENCYBEFORE START OFCONSTRUCTION,
ANOSHA PERMIT ISREUU/REDN/HENWORKERS MUST ENTER TRENCHES OREXCAVATIONS.
THE LANDSCAPED AREAS ARE TO8EDESIGNED AND GRADED TOMINIMIZE EXCESS
|ANDSCAP1NGDRA|NAGEACROSS THE 8|DEVVA1KFOR THOS FAREAS OVER 2%.
THE DESIGN ENGINEER AND THE BUILDING OFFICIAL SHALL BE NOTIFIED 48 HOURS PRIOR TO PLACING
OFFILL MATERIAL |FTHE CONTRACTOR FAILS TOMAKE NOTIFICATION, ALL WORK DONE ONTHE
SITE WILL BE DONE AT THEIR OWN RISK AND CAN BE REJECTED ANY REGRADING REQUIRED
SHALL BEDONE ATTHE CONTRACTORS OWN EXPENSE.
THE CUT AND FILL QUANTITIESSHOWN ARE CALCULATED USING A COMPACTION FACTOR OF 41,5 THE
ENGINEER MAKES NO WARRANTY EITHER DIRECT OR IMPLIED THAT THIS WILL BE THE ACTUAL
COMPACTION FACTOR.,IF CONTRACTOR, DURING THE PROGRESS OF CONSTRUCTION BELIEVES
THERE IS A DEFICIENCY OR AN EXCESS OF SOIL, HE SHALL IMMEDIATELY CONTACT THE ENGINEER
WHO SHALL DETERMINE IF ADJUSTMENTS CAN BE MADE TO PROVIDE A BALANCE BETWEEN
CUT AND FILL.
'
THE 0MENSION8SH0WNONTHIS GRADING PLAN ARE8VBJECTT�CHANGE,
CONTRACTOR SHALL REFER T0THE LATEST EDITION 8FTHE ARCHITECT'S
SITE PLANF0RTHE MOST CURRENT DIMENSIONS.
THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING
AND CONSTRUCTION T0INSURE COMPLIANCE WITH TH|8PLAN, SPECIFICATIONS, SOILS REPORT,
AND THE CALIFORNIA BUILDING CODE WITHIN HIS PURVIEW. THE CONTRACTOR
OR OWNER SHALL BEAR ALL EXPENSES OF COMPLIANCE WITHITHESE REQUIREMENTS INCLUL)ING
ALL ONSITE INSPECTIONS AND AS -BUILT SURVEY.
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SURFACE DRAINAGE TO BE 1% MINIMUM, EXCEPT WERE COINICRETE SWALES ARE PROVIDr-n
AMINIMUM OF%96AWAY FROM ALL STRUCTURES,
ALL SLOPES SHALL BE NO STEEPER THAN 2:1 UNLESS OTHERWISE NOTED AND APPROVED BY
THE SOILS ENGINEER.
THE CONITRACTOR SHAI. L BE RESPONSIBLE FOR GRADING OF PAD AREA TO WITHIN + OR - 0 1 FOOT
OFDESIGN GRADE- !FTHE PAD SHOULD BEFOUND T0BEMORE THAN THIS THE DOt ITRACTOR SHALL
BE REQUIRED TO REGRADE AND RECOMPACT THE PAD AREA UNTIL IT IS WITHIN THESE REQUiPED
GRADE TOLERANCES ATTHEIR OWN EXPENSE.
O;ANT|T\EGVVERECALC0L�TEDO|1THEASSUMPTION THAT E:]GT||�GGRDUHDVV{LL
BECOMPACTEDAMAVERAGE Y0FEETDUE TOCLEAR(NG'AND GRUB 8|NGOPEHAl"|ONS
At I'D C8k)PACT|1,NFRDWE�U|P�ENT�
ANI OPENSTRFETPERMIT SHALL REOBTA|H�
�FOR ANYVYDFK
FERPO R MEDVV|Ex!ST!'IGACCEPTIE: OR!GM!S'Op40Ay
�1)>'�lJL�f TBLL S[l4";0RP�\���/T
U��
SOXLSEIN'GK�EEFi
|FTMEPRO.hEn[TTToTh�:_ PR0VZ�&']IhSCFTHIEi�iATiQNALPOLLUTAi�7 D%1SCf1AF--GE
pDE��.A^N�T|��0FiHT�@r(NVi)T0Q3�P1YVV!TH[HETEWI3
0FTHEGENERI"'�' LPERM iTTOD|SCHARG ESTO�'RM WAT*ERASS0CiATEDW|THC6INSTRUCT|ON
ACT|�!TY(��") ORD[in, tJOD2UO`\�1U�)M.USTDEF/LED�A/THTHE 'EA T[yVA TERn[SOL! R CE
CON TRO)LBOARD |NSACRAMENTO BEFORETHE GEG|NN{NG_10FANY 80NSTRi)CT|oNAcT|V]TY
COMPLIANCE WITH. THE GENERALPERMIT REOU}RESTHAT ASTORMVYATERPDLLUT|0|I
PRFVFNJT|nNPL4N(SVxPPP) RFpRFpARED,CDffIT|NU;1|SLYCARP|F P) OUT, A N 0ALV;AvSAF
AVA/LABLEFOR PU8L|CINSPECTION DURING NORMAL CON STRUCT|O&HOURS
THE ENGINEER HAS MADE ADILIGENT SEARCH OFRECORDS, CONTACTED UTILITY
COk�pAN|ES
AND OTHERWISE ENDEAVORED TO INDICATE ON THE DRAWINGS ALL UTILITIES WHICH F_X!ST
WITHIN THE LIMITS OF THE WORK OF THIS PROJECT. HOWEVER THE ENGINEERNIAKES NO
GUARANTEE THAT ALL FACILITIES HAVE BEEN SHOWN ON THE PLANS, SINCE THE LOCATIONS
AND DESCRIPTIONS WERE NOT ALL OBTAINED FROM ACTUAL FIELD SURVEYS AND SOME
UNDERGROUND FACILITIES MAY NOT SHOW UP IN THE RECORDS. THE CONTRACT OR SHALL
CONTACT THE OWNERS OFTHE UNDERGROUND FACILITIES AND ALL UTILITY COMPANIES
REQUESTING THEY LOCATE AND WARKTHEIR FAC/L0E3PRIOR TO BEQNN/HGN/ORK
PRIOR TODELIVERY 0FANY MATERIALS ORBEGINNING OFANY EXCAVATION AND PRIOR TO
'
BRINGING ANY CREWS OREQUIPMENT ONTHE JOB, THE CONTRACTOR SHALL EXPOSE
ANDCUNF|R�THEEy4�TL0�K[\�H�FALLUNDE����UND�T|L|T|���HDPEP0P[
TOTHE ENGINEER SAID LOCATIONS AND ANY POSSIBLE CONFLICT WITH THE WORK
TOBEPERFORMED. THE ENGINEER SHALL THEN DETERMINE iFANY REVISIONS T0
TH�D�Si�NAREREOU|REDANDPREPAREANYNECESSARYREV|��ON3TOTHF
PLANS PRIOR TDTHE CONTRACTOR PROCEEDING WITH ANY WORK 0NORAROUND
'
THE AFFECTED LINE ORLINES mOEXTRA COMPENSATION WILL 8EALLOWED FOR
EXTRA COSTS INCURRED DUE TOCONTRACTORS FAILURE TOSTRICTLY FOLLOW
THIS PROCEDURE -
ALL F}LLAQEA8TOBECLEAREDOFVEGATAT|ONAND(rRERUNSU)TABUEWATERIALS
.
FOR ASTRUCTUREFILL AND THE AREA SCARIFIED T0ADEPTH 0FS|X(6)|NCHES
ALL FILL TUBFCOMPACTED TUAMINIMUM OF9U96MAXIMUM DENSITY ASDETERMINED 8Y `
SECTION 33O5OFTHE C�BC. AND SO CERTIFIED BY TESTS AND REPORTS FROM THE SOILS ENGINEER.
THE SOILS ENGINEER OR STRUCTURAL ENGINEER MAY PEOU IRE A MINIMUM THAT EXCEEDS
THIS REQUIREMENT.
GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH CHAPTER 33
OF
THE CONTRACTOR 8RESPONSIBLE FOR CALLING U.S.A. ALERT BEFORE BEGINNING ANY WORK
D1"ITH|OPROJECT. (1-8OU-227-20OO) �
AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS
DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OFWAY-
UNLESS 3ECUREDBYASUB008K}NAGREEMENT, SECURITY BASE ONAAPPROVED ENQWEER�6
ESTIMATE FOR THE WORK PERFORMED WITHIN RIGTHT OF WAY AND INSURANCE AS REQUIRED
SHALL 8EPROVIDED PRIOR T0ISSUANCE OFAPERW|TL'
ALL GRADING SHALL CONFORM WITH CHAPTER 33 OF THE CBC AND STANDARDS PERTAINING
THEREOF AND THE PRELIMINARY SOILS REPORT HAS BEEN PREPARED BY KLEINFELDER CO�
UATED JANUARY h.2UUh.
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^
" LA Q S^B' C 0 N 1__'
CON IC
4''0^ /
2"A0PAVING OVER 4^BASE 2'
2'
�-_-A _T "V_
4^ |v
6'
COMPACTED FILL
�[\�� \� - GUTTER
�'`�'`�' , �'�' ' ' ^�' `nts
'
1'DECTECTABLEWARN|NG
GROOVE3TYP.
CDN DETECTABLE WARNING
' ---- TRUNKATEDDOME
F LUSH
ACCESSIBILITY SIGN
zo
�r WHEEL STOP TYP.
| � MC BC
HANDICAP RAMP DETAILDts
BM- TOP OFLAMPH(',LF��r"RTHSIDE SELECT AVE ft STA
0~0UPER STREET FOR PMNO 7507
CITY DATUM
ELEV. =39A31'
T8M NE COR 0I- EXG*/CH8Ax\HLOCA |EDOMN0TiRH
SIDE OFSTU8�CC�3S�AY|NPARKING LOT AS
SHOWN, ELEV=��4891
0FTOUAMTMES
3424CYCUT '1547~��`FILL(15)
2321+��Tr1iL
THEREFORE, 1979-�/-C'!�PDRT
-- --8]--'
E� 6T0�WDRA�L0�
--- --�--' .
FX SEWER LINE
0
CHRIS TYVlBOX
� �r�
WITH GRATED TOP
CB F�
.'CHFUSTYU43CATCH BASIN
9196
GRATED TRAFFIC TOP
u
The GRA—'A~` mw�FY� , '
` �lowmn ft
subject to ji,ly draw" is hereby NVmved,Works ,,'cft*orad&"- Approval by the Public3S to desi( ** Department klicates approval only,p) t it'd 0"llormance to City Standards, CDdesorm Date80,11foll i ;, 4LDate
ABBREVIATIONS
FCRN|8HCDHC.GRADE
FG F!NI|SHGF*DE
COB- CITY OF8AKER8F!ELD
AB- ACGRECATEBASS E
A(-'-ASPHALTC0NCRETF
Bk�BENCH MARK
T8W'TEMPORARY BENCH MARK
EP- EDGE OFPAVE �1,1ENT
EX- EXISTING
FF-F|N|SHFLOOR
LP-L|GHTPOiE
LS- LANDSCAPING
FH- FIRE HYDRANT
FL,FL0VVL|NE
GO- GRADE 6REAK
HC- HANDICAPPED
|P-|RONP|PE
MH- MANHOLE
NTS- NOT TDSCALE
OG- ORIGINAL GRADE
PP-POWERPOLE
TC- TOP DFCURB
CONC'CONCRETE
CB'CATCH BASIN
PUE-PUBL|CUT!UTYEASEMENT
TP-TDPOFPAV|NG
WV- WATER VALVE
6V- GAS W4LVE
BW- BACK 0FWALK
SO'STORMDRA|@
TVV'7OPOFVVALL
TF'TOPOFFO0T|NG
---
DRAINAGE DIRECTION
q8 60
EXISTING GRADE
o§0 PROPOSED GRADE
UNDERGROUND UTILITIES
(PLAN LOCATIONS ARE APPROXIMATE ONLY)
--' SEWER LINE
--' ---WATER LINE
GAS LINE
--E---ELECTR|CALCONDU!TS
T ------ TELEPHONE CONDUITS OR
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