HomeMy WebLinkAbout6.9-218 (2)GRADING NOTES
ALL GRADING AND SITE PREPARATION SHALL CONFORM TO THIS PLAN, CITY OF BAKERSFIELD
GRADING ORDINANCE, AND THE REQUIREMENTS OF APPENDIX "J" OF THE 2013 CALIFORNIA
BUILDING CODE AND STANDARDS PERTAINING THEREOF AND THE PRELIMINARY SOILS REPORT
PREPARED BY: KRAZAN & ASSOCIATES, INC. DATED; DEC. 20,2016, PROJECT NO. 022-16126
ALL TESTING REQUIRED BY 2013 C.B.C. OR MOST CURRENT VERSION SHALL BE PERFORMED.
SITE PREPARATION AND GRADING SHALL BE DONE UNDER THE SUPERVISION OF THE
SOILS ENGINEER, WHO SHALL BE PRESENT AT ALL TIMES DURING GRADING OPERATIONS.
THE SOILS ENGINEER SHALL BE NOTIFIED AT LEAST TWO DAYS BEFORE STARTING ANY
OF THIS WORK. THE SOILS ENGINEER SHALL PROVIDE TO THE DESIGN ENGINEER A
FINAL SOILS REPORT OR A STATEMENT THAT THE GRADING WAS DONE IN ACCORDANCE
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 AGENCY BEFORE START OF CONSTRUCTION.
AN OSHA PERMIT IS REQUIRED WHEN WORKERS MUST ENTER TRENCHES OR EXCAVATIONS
THE LANDSCAPED AREAS ARE TO BE DESIGNED AND GRADED TO MINIMIZE EXCESS
LANDSCAPING DRAINAGE ACROSS THE SIDEWALK FOR THOSE AREAS OVER 2%.
THE DESIGN ENGINEER AND THE BUILDING OFFICIAL SHALL BE NOTIFIED 48 HOURS
PRIOR TO PLACING OF FILL MATERIAL, IF THE CONTRACTOR FAILS TO MAKE NOTIFICATION,
ALL WORK DONE ON THE SITE WILL BE DONE AT THEIR OWN RISK AND CAN BE REJECTED.
ANY REGRADING REQUIRED SHALL BE DONE AT THE CONTRACTORS OWN EXPENSE.
PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION
SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT
(805, 661) 326-3049.
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.
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 AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED
ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN RIGHT OF WAY
SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT,
ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT
STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING
AS PER CITY ENGINEER.
THE CUT AND FILL QUANTITIES SHOWN ARE CALCULATED USING A COMPACTION FACTOR OF 1.5. 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 DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING
AND CONSTRUCTION TO INSURE COMPLIANCE WITH THIS PLAN, SPECIFICATIONS, SOILS REPORT,
AND THE CALIFORNIA BUILDING CODE WITHIN HIS PURVIEW. THE CONTRACTOR
OR OWNER SHALL BEAR ALL EXPENSES OF COMPLIANCE WITH THESE REQUIREMENTS INCLUDING
ALL ONSITE INSPECTIONS AND AS -BUILT SURVEY.
ALL FILL TO BE COMPACTED TO A MINIMUM OF 90% MAXIMUM DENSITY AS DETERMINED BY
SECTION 3305 OF THE C.B.C. AND SO CERTIFIED BY TESTS AND REPORTS FROM THE SOILS ENGINEER.
THE SOILS ENGINEER OR STRUCTURAL ENGINEER MAY REQUIRE A MINIMUM THAT EXCEEDS
THIS REQUIREMENT.
SURFACE DRAINAGE TO BE 1% MINIMUM, EXCEPT WERE CONCRETE SWALES ARE PROVIDED.
A MINIMUM OF 2% AWAY FROM ALL STRUCTURES,
ALL SLOPES SHALL BE NO STEEPER THAN 2:1 UNLESS OTHERWISE NOTED AND APPROVED BY
THE SOILS ENGINEER.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING OF PAD AREA TO WITHIN + OR - 0.1 FOOT
OF DESIGN GRADE. IF THE PAD SHOULD BE FOUND TO BE MORE THAN THIS THE CONTRACTOR SHALL
BE REQUIRED TO REGRADE AND RECOMPACT THE PAD AREA UNTIL IT IS WITHIN THESE REQUIRED
GRADE TOLERANCES AT THEIR OWN EXPENSE.
QUANTITIES WERE CALCULATED ON THE ASSUMPTION THAT EXISTING GROUND WILL
BE COMPACTED AN AVERAGE 1.0 FEET DUE TO CLEARING AND GRUBBING OPERATIONS
AND COMPACTION FROM EQUIPMENT.
YARDAGES ARE FOR PERMIT PURPOSES ONLY, ACTUAL YARDAGE MAY VARY, THEREFORE THESE
NUMBERS SHOULD NOT BE USED FOR BIDDING OR PAYMENT.
FILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING 6" IN COMPACTED THICKNESS AND
COMPACTED AT OPTIMIUM MOISTURE CONTENT BY AN APPROVED METHOD, OR AS DIRECTED BY THE
SOILS ENGINEER.
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 (SWRCB ORDER NO.2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER
2012-0006-DWQ) MUST BE FILED WITH THE STATE WATER RESOURCES
CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY.
COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION
PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE
AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS, WASTE DISCHARGE
IDENTIFICATION (WDID) NUMBER 5F15C378812 HAS BEEN ISSUED BY THE STATE
WATER RESOURCES BOARD FOR THIS PROJECT.
ALL FILL AREAS TO BE CLEARED OF VEGATATION AND OTHER UNSUITABLE MATERIALS
FOR A STRUCTURE FILL AND THE AREA SCARIFIED TO A DEPTH OF SIX (6) INCHES.
GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH THE
CURRENT C.B.C.
THE CONTRACTOR IS RESPONSIBLE FOR CALLING U.S.A. ALERT 2 WORKING DAYS BEFORE
BEGINNING ANY WORK ON THIS PROJECT. (1-800-227-2600)
THIS SURVEY WAS COMPILED FOR TOPOGRAPHIC PURPOSES ONLY. NO PERMANENT LOT CORNERS
WHERE SET. THE BOUNDARY INFORMATION IS FROM RECORD AND IS INTENDED FOR ORIENTATION
ONLY AND IS NOT INFERRED OR IMPLIED TO BE A BOUNDARY SURVEY.
ALL CONSTRUCTION ACTIVITY, INCUDING STAGING, SHALL BE WITHIN THE LIMITS SHOWN ON
THIS PLAN. CONTRACTOR SHALL OBTAIN A COPY OF THE BIOOGICAL CLEARANCE SURVEY FOR
THIS PROJECT. CONTRACTOR SHALL BE SOLEY LIABLE AND RESPONSIBLE FOR FOLLOWING THE
RECOMMENDATIONS OF THE BIOLOGICAL CLEARANCE SURVEY. NO STAGING, GRADING, OR
OTHER DISTURBANCE SHALL OCCUR OUTSIDE THE LIMITS OF THIS SITE AT
5700 GASOLINE ALLEY DRIVE, SPR 16-00000368, 4.47 AC. LOT
MAXIMUM SLOPE RATIO 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 2%.
ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER
METHOD TO PREVENT EROSION ONTO THE SIDEWALK.
PLANTEF
2.1
CLASS "B" CON
SUBGRADE COMPACTION TO
90% MIN. TO 6" BELOW SUBGRADE
211AC PAVING OVER 4"
SUBGRADE COMPACTION TO
90% MIN, TO 12" BELOW SUBGRADE
CONC. CURB DETAIL
nts
C. PAVING
CLASS "B" CC NC
CONC. GUTTER
4'-0"
12"
CONC. V - GUTTER PER COB STD, ST -7
90% COMPACTION UNDER AND TO AT LEAST 1 FOOT ON EACH SIDE
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The GRADING PLAN as shown 01 this draw is hereby y approved,
sub}ect to any indicated correctlo is ora 7dr",)'Is Approval by the Public
Works Department and Buitding i)eDanrnew indicates approval only as
to design criteria usad and co,to-mance tc _ rty Standards, Codes and
Ordinances. Engineer for the suodrviderordeJelopershall beresponsibie
for accuracy of calculations for his pla^ and shall submit a certified "as -
graded" plan after completion of the grading
APPROVED BY:
orks
t.;,
Pt,tbNc WD
apartment Date
Building De: ar?rnent Date
ABBREVIATIONS
FC FINISH CONC. GRACE
FG FINISH GRADE
COB- CITY OF BAKERSF ELD
AB -AGGREGATE BASE
AC- ASPHALT CONCRETE
BM- BENCH MARK
TBM- TEMPORARY BENCH MARK
EP- EDGE OF PAVEMENT
EX- EXISTING
FF- FINISH FLOOR
LP- LIGHT POLE
LS- LANDSCAPING
FH- FIRE HYDRANT
FL- FLOWLINE
GB- GRADE BREAK
HC- HANDICAPPED
IP- IRON PIPE
MH -MANHOLE
NTS- NOT TO SCALE
OG- ORIGINAL GRADE
PP- POWER POLE
TC- TOP OF CURB
CONC- CONCRETE
CB- CATCH BASIN
PUE- PUBLIC UTILITY EAQ_EMENT
TP- TOP OF PAVING
WV- WATER VALVE
GV- GAS VALVE
BW- BACK OF WALK
SD- STORMDRAIN
TW- TOP OF WALL
TF- TOP OF FOOTING
P/L - PROPERTY LINE
- DRAINAGE DIREC-ION
98.00
EXISTING GRADE
DIRT QUANTITIES;
'001*/ 2262+/- cy CUT - 1228+/- cy FILL (1.3)
1596+/- cy FILL
THEREFORE 666+,L cy EXPORT
TO BE USED ONSITE FOR LANDSCAPING
BM USED:
CITY OF BAKERSFIELD BM
TOP OF MONUMENT
AT INTERSECTION OF WIBLE RC
AND AUTOMALL DR, EL= 363.89
AC PAVING NOTES
CURB & GUTTER
NC. 34789 `P
* EXP 930/17
J RRY L NDRICKS CE 34789 EXP. 9/30/17
DATE 1/17
JOB NO. 543-17-56
LEGAL DESCRIPTION;
PARCEL "A", LLA NO. P97-0594
PARCELAREA
4.47 GR AC.
GRADED AREA
4 AC.
SPR. # 16-0368
ADDRESS
5700 GASOLINE ALLEY DRIVE
APN
372-020-44
PERMIT N0. -16 - 40000077
CITY RECORDS N0:
GRADING PLAN FOR 1.1 Ay 2017
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UNDERGROUND UTILITIES
(PLAN LOCATIONS ARE AP=ROXIMATE ONLY)
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AC PAVING NOTES
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* EXP 930/17
J RRY L NDRICKS CE 34789 EXP. 9/30/17
DATE 1/17
JOB NO. 543-17-56
LEGAL DESCRIPTION;
PARCEL "A", LLA NO. P97-0594
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GRADED AREA
4 AC.
SPR. # 16-0368
ADDRESS
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APN
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PERMIT N0. -16 - 40000077
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GRADING PLAN FOR 1.1 Ay 2017
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V MIN. SAWCUT, FINAL LOCATION OF SAWCUT WILL
BE DETERMINED IN THE FIELD BY THE CITY ENGINEER
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SEE ABOVE CONC. CURB '-,
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NC 34789 `n z
EXP. 9.30/17
Of C�\-\�
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JERR L.H RICKS RC 34789 EXP.9139/17
DATE 1/17
JOB NO. 543-17-56
SERVICE BAYS
BEST MANGEMENT PRACTICES SYMBOLS
SEE GRADING MAP FOR LOCATI :IN OF VARIOUS
MANAGEMENT PRACTICES AND DETAILS ON
SHEET 4
00000CF ) O
INSTALL SILT FENCE AND/OR FIBER ROLLS ALONG
NORTH, SOUTH AND EAST PROFERTY BOUNDARY
PERMIT N0. - �(1,--4�o`"1-j
CITY RECORDS NO:
GRADING PLAN FOR
5700 GASOLINE ALLEY DR.
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