HomeMy WebLinkAbout6.9-274GRADING NOTES:
THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION,
VROrE
1.
ALL GRADING AND SITE PREPARATION SHALL CONFORM TO THIS PLAN AND
18,
SITE PREPARATION AND GRADING SHALL BE DONE UNDER THE SUPERVISION
REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD.
SHALL CONFORM WITH APPENDIX "J" OF THE 2016 CALIFORNIA BUILDING
OF THE SOILS ENGINEER. THE SOILS ENGINEER, DESIGN ENGINEER, AND
ANY ERRORS, OMISSIONS OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS,
CODE AND STANDARDS PERTAINING THERETO AND THE GEOTECHNICAL
OR E GN CRITERIA ENCOUNTEREDDURING N CORRECTED AND
ION SHALL BTO
TS
BUILDING OFFICIAL SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO
SUCH CIORRECTIONS REFLECTED CORRECTED PLANS BM SUBMITTED THECITY
INVESTIGATION PREPARED BY KRAZAN & ASSOCIATES, INC; DATED: JANUARY
ENGINEER.
PLACING OF ANY FILL MATERIAL.
PREPARED AND APPROVED BY:
20, 2018; KA PROJECT NO.: 022-17138, AND SHALL BE MADE A PART
HEREON.
19.
THE SITE SHALL BE CLEARED AND GRUBBED OF ALL VEGETATION, INCLUDING
ALLAN P' RENDERSON DATE
CALIFORNIA RCE NO. 25224
ROOTS, LOOSE FILL, TRASH AND OTHER DELETERIOUS MATERIALS, ANY
2.
ALL DESIGN ELEVATIONS SHOWN ARE TO FINISH GRADE.
HOLE OR VOIDS LEFT AFTER THE REMOVAL OF TREES, ROOTS, SEPTIC TANKS,
ABANDONED FOUNDATIONS, PIPELINES OR THE LIKE, SHALL BE FILLED AS
3.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING THE PAD AND
REQUIRED BY THE SOILS ENGINEER.
PAVING AREAS TO WITHIN 0.1 FOOT OF SUBGRADE. IF SUCH AREAS SHOULD
BE FOUND TO BE MORE THAN 0.01 FOOT FROM THE DESIGN SUBGRADE
20.
FILL MATERIAL SHALL BE SUBJECT TO THE SOILS ENGINEER'S APPROVAL,
ELEVATION AFTER COMPLETION OF GRADING, THE CONTRACTOR SHALL RETURN
AND CORRECT THE GRADING AT NO COST TO THE OWNER.
21.
ALL FILL SLOPES SHALL NOT TOE OUT WITHIN 12 FEET HORIZONTALLY OF
THE TOP OF EXISTING OR PLANNED CUT SLOPES.
4.
CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF
CONSTRUCTION. A STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF
22.
THE CUT AND FILL QUANTITIES ARE CALCULATED USING A COMPACTING
BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE CITY
FACTOR OF 1.30. THE ENGINEER MAKES NO WARRANTEE EITHER DIRECT OR
RIGHT-OF-WAY.
IMPLIED THAT THIS WILL BE THE ACTUAL COMPACTION FACTOR. IF A
DEFICIENCY OR AN EXCESS OF SOIL ARISES THE GRADING CONTRACTOR
5.
UPON COMPLETION OF GRADING AND BEFORE THE START OF CONSTRUCTION,
SHALL IMMEDIATELY CONTACT THE ENGINEER, WHO SHALL DETERMINE IF
A FINAL SOILS REPORT COVERING THE SITE PREPARATION AND GRADING
ADJUSTMENTS CAN BE MADE TO IMPROVE THE BALANCE BETWEEN CUT AND
SHALL BE SUBMITTED TO THE ENGINEER AND BUILDING DEPARTMENT BY THE
FILL.
SOILS ENGINEER.
23.
THE CUT AND FILL QUANTITIES SHOWN ON THIS PLAN ARE FOR PERMIT
6.
IF A -PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THIS
PURPOSES ONLY. THE CONTRACTOR SHALL, AFTER EXAMINING THE PLAN,
PROJECT, 1T IS THE RESPONSIBILITY OF THE OWNER OR THE GRADING
SOILS REPORT, AND THE SITE TERRAIN, PREPARE HIS BID PRICE FOR THE
CONTRACTOR TO 'NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER
PROJECT, BASED ON HIS OWN EARTHWORK CALCULATIONS.
WORK.
24.
EXPORT MATERIAL SHALL BE DISPOSED OF AT AN APPROVED SITE
7.
.ALL GRADING WORK SHALL BE SUPERVISED AS "ENGINEERED GRADING" IN
COORDINATED WITH THE INSPECTOR AT THE TIME OF GRADING.
ACCORDANCE WITH APPENDIX "J" OF 2016 CALIFORNIA BUILDING CODE. THE
DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING
25,
IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF
GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS,
THE PLAN AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS
SPECIFICATIONS AND CODE WITHIN HIS PURVIEW.
FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN
INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE
8.
DUST CONTROL
FOR THE PROJECT.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREVENT A DUST
NUISANCE FROM ORIGINATING FROM THE SITE OF WORK ASA RESULT OF HIS
26.
THE CONTRACTOR SHALL COORDINATE WITH THE INSPECTOR AND THE
OPERATIONS DURING THE EFFECTIVE PERIOD OF THIS CONTRACT.
ENGINEER THE LOCATION OF THE BORROW AREAS PRIOR TO BEGINNING
PREVENTATIVE MEASURES TO BE TAKEN BY THE CONTRACTOR SHALL
CONSTRUCTION.
INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING:
27.
IN THE EVENT CONSTRUCTION STAKING BASED ON CONSULTANT'S PLANS,
A. WATER SHALL BE APPLIED TO ALL UNPAVED AREAS AS REQUIRED TO
DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY OTHER THAN THE
PREVENT THE SURFACES FROM BECOMING DRY ENOUGH TO PERMIT DUST
CONSULTANT, CLIENT AGREES TO HOLD CONSULTANT HARMLESS AND RELEASE
FORMATION.
CONSULTANT FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS,
DRAWINGS, OR OTHER DOCUMENTS.
B. PAVED SURFACES OVER WHICH VEHICULAR TRAFFIC IS PERMITTED TO
TRAVEL SHALL BE KEPT FREE OF DIRT.
28.
ANY TRENCHING TO BE DONE WITHIN THE PROJECT SHALL BE BACKFILLED
AND COMPACTED IN ACCORDANCE WITH THE CITY STANDARD DETAIL S-39.
9.
THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND
DEPTH OF ALL EXISTING UTILITIES PRIOR TO BEGINNING OF ANY WORK. CALL
29,
SURFACE DRAINAGE SHALL BE 1% MINIMUM, EXCEPT AS WAVED BY THE
U.S.A. (1•-800-642-2444) TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION
BUILDING OFFICIAL
OR EXCAVATION,
30,
IT IS THE RESPONSIBILITY OF THE DEVELOPER AND HIS GRADING
10.
THE SOIL ENGINEER SHALL PROVIDE SUFFICIENT INSPECTIONS DURING THE
CONTRACTOR TO (A) FAMILIARIZE THEMSELVES WITH THE FOREGOING
PREPARATION OF THE NATURAL GROUND AND THE PLACEMENT AND
RECOMMENDATIONS (B) NOTIFY THE ENGINEER WHEN SITE PREPARATION
COMPACTION OF THE FILL TO BE SATISFIED THAT THE WORK IS BEING
BEGINS AND BEFORE THE PLACEMENT OF FILLS, AND (C) INFORM THE
PERFORMED IN ACCORDANCE WITH THE PLAN AND APPLICABLE CODE
ENGINEER IF ITEMS WHICH MIGHT EFFECT FOUNDATION STABILITY ARE
REQUIREMENTS,
ENCOUNTERED DURING EARTHWORK OPERATIONS SO THAT THEY MAY BE
TREATED UNDER HIS DIRECTION (THESE MIGHT INCLUDE BURIED TRASH OR
11.
EXISTING UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING
VEGETATION, PIPELINES, ABANDONED WELLS, OLD FILLS, ETC.).
TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE
ERRORS OR OMISSIONS AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY
31.
FLOODING, JETTING, OR SIMILAR CONSOLIDATION METHODS OF COMPACTION
TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION.
SHALL NOT BE PERMITTED,
12.
DURING GRADING, REASONABLE SEARCHING SHOULD BE PERFORMED FOR
32.
ANY ABANDONED WELLS ON THE PROPERTY DISCOVERED DURING GRADING
CONCEALED SUBSURFACE OBSTRUCTIONS. ALL ABANDONED SUBSURFACE
SHALL BE ADEQUATELY CAPPED IN ACCORDANCE WITH ALL APPLICABLE CITY,
OBSTRUCTIONS SHOULD BE REMOVED. IF THE TERMINUS OF ANY ABANDONED
COUNTY, AND STATE ORDINANCES.
PIPING IS OUTSIDE THE PROJECT LIMITS, THE PIPING SHOULD BE REMOVED
WITHIN THE PROJECT AND PROPERTY CAPPED AT THE PROJECT BOUNDARY.
33.
A BERM OR DRAINAGE SWALE SHALL BE CONSTRUCTED ALONG THE TOP OF
ALL CUT AND FILL SLOPES TO PREVENT RUNOFF FROM GOING OVER THE
13.
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
SLOPE, THE FACE OF ALL CUT AND FILL SLOPES SHALL BE PLANTED WITH A
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
GROUND COVER INDIGENOUS TO THE AREA.
CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND
PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT
34.
IN ACCORDANCE WITH THE SOILS REPORT, LOOSE FILL SHALL BE REMOVED
BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL
AND RECOMPACTED. AFTER STRIPPING AND FILL REMOVAL OPERATIONS, THE
DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS
AREAS OF PROPOSED DEVELOPMENT SHALL BE EXCAVATED/SCARIFIED TO A
y
FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
DEPTH OF 18 INCHES, MOISTURE CONDITIONED AS NECESSARY, AND
I
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING
RECOMPACTED TO A MINIMUM OF 90% MAXIMUM DENSITY PER ASTM TEST
FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER,
METHOD ASTM D1557-02el.
14.
THE STAKING AND MARKING OF THE PROJECT SHALL BE DONE ONLY ONCE
35.
ALL AREAS ON THE SITE ON WHICH STRUCTURES ARE TO BE PLACED MUST
BY THE OWNER AND ALL RESTAKING OR REMARKING SHALL BE AT THE
BE COMPACTED TO NINETY PERCENT (90%) DENSITY FOR A MINIMUM
EXPENSE OF THE CONTRACTOR.
DISTANCE OF FIVE (5) FEET BEYOND THE OUTSIDE EDGES OF THE
FOUNDATIONS OF THE STRUCTURES.
15,
ALL ON-SITE OR OFF-SITE OBSTRUCTIONS SHALL BE REMOVED BY
CONTRACTOR AT CONTRACTOR'S EXPENSE.
THE DEPTH OF OVER -EXCAVATION AND COMPACTION IN PAD AREAS SHALL
BE 18 INCHES BELOW EXISTING GROUND ELEVATION. RE -COMPACTION OF
16.
ANY EXISTING IMPROVEMENT OR UTILITY REMOVED, DAMAGED OR UNDERCUT
OVER -EXCAVATED MATERIAL SHALL BE TO AT LEAST 90% OF MAXIMUM DRY
BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AS
DENSITY.
DIRECTED BY THE ENGINEER AND APPROVED BY THE CITY OF BAKERSFIELD
AT THE CONTRACTOR'S EXPENSE.
36.
ALL FILL AREAS TO BE CLEARED OF ALL VEGETATION AND OTHER
UNSUITABLE MATERIAL FOR A STRUCTURAL FILL AND THE AREA SCARIFIED TO
17,
ALL CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 2 HORIZONTAL TO
A DEPTH OF 6 INCHES.
_
1 VERTICAL
37. FILL AREAS SLOPING STEEPER THAN 5:1 SHALL BE KEYED AND BENCHED TO
SUPPORT FILL.
38, FILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING 6 INCHES IN
COMPACTED THICKNESS AND COMPACTED AT OPTIMUM MOISTURE CONTENT BY
APPROVED METHOD.
39. ALL FILL TO BE COMPACTED TO A MINIMUM OF 90% MAXIMUM DENSITY AS
DETERMINED BY APPENDIX "J" OF 2016 CALIFORNIA BUILDING CODE AND SO
CERTIFIED BY TESTS AND REPORTS FROM SOILS ENGINEER. 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.
40. UNAUTHORIZED CHANGES AND USES: THE ENGINEER PREPARING THESE PLANS WILL
NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES
OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED
BY PATRICK & HENDERSON, INC.
41. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD
PUBLIC WORKS DEPARTMENT FOR PERFORMING 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.
42, CITY INSPECTOR TO BE NOTIFIED 48 HOURS PRIOR TO PLACING FILL MATERIAL WITHIN
THE LIMITS OF GRADING FOR THIS SITE.
43. THE LANDSCAPE AREAS: 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 A MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE CITY
ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO
PREVENT EROSION ONTO THE SIDEWALK.
44. ANY PUBLIC FACILITIES IN STREET RIGHT-OF-WAY WITHIN THE PROPERTY FRONTAGE
WHICH ARE SUBSTANDARD OR DAMAGED WILL REQUIRE RECONSTRUCTION OR REPAIR
AS DETERMINED BY THE CITY ENGINEER.
45. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE
CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOUR
NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049.
46. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY
WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC
RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT,
47. COMPACTION TEST NOTICE: 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.
If the project is subject- tb th visions of the National Pollu scharge Elimination System
(NPDES), a "Notice of Intent" (N mply with th s of the General Permit to Discharge
Storm Water Associated with Construction (SWRCB ORDER NO. 2009-009-DWQ AS
AMENDED BY ORDER 2010-0014- AND O 012-0006-DWQ) must be filed with
State Water Resources co oard in Sacramento before inning of any construction
activity. Compliant a general permit requires that a Storm Water Iu on Prevention Plan
(swppp) pared, continuously carried out, and always be available for ppW' 'nH~L spection
normal construction hours. \�
OVER 1 ACRE
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 20124006-DWQ) must be filed with 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 5P15,!:_ 59 has been issued
by the State Water Resources Board for this project.
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6119LGING OEPA?Tp,1Ei4y
The GRADING PLAN as shown el this drawing is hereby appeared,
subject to any indicated correclionsor adduions, Approval by the Public
Works Depanniem and Duilding Department indicates approval only as
to design ern -La „setl and contoi mance to City Standards, Codes and
Ordinances Engnreerter IDesuntlividerordevelopersttallb¢responsipSa
for actuary m to, It"s plan and shall submit acerb ied "ae-
gradedplan alai completion of the grading.
APPROVED BY:
Date 8
^ubh= c Works Depart r1
- i3�uiltlln-g Depl.-rtu�'-'ot Date
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THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION,
VROrE
AND T0. THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD
QNrVLIs egyo�Fy
ORDINANCES, STANDARDS AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT
F90 m
REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD.
No. C25224 a �'
Ex,12-31-18 ,k
ANY ERRORS, OMISSIONS OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS,
OR E GN CRITERIA ENCOUNTEREDDURING N CORRECTED AND
ION SHALL BTO
TS
C'Vll. P��P
OF CA UFO
SUCH CIORRECTIONS REFLECTED CORRECTED PLANS BM SUBMITTED THECITY
ENGINEER.
PREPARED AND APPROVED BY:
BY
ALLAN P' RENDERSON DATE
CALIFORNIA RCE NO. 25224
EXP. 12/31/2019
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PEST M1�NAGEMENS` PRACTlCE5 (1:5M05)
GENERAL WOTP5 " DETAIL -5
BEST MANAGEMENT PRACTICES (BMP's}
General Notes
1. Best Afanogement practices (BA1P'sJ contained herein rorect minimum requirements.
Adamote .methods providing equal or greater protealon may be uflibsd. For
oo'di.. a/ BMP's refer to 'odifamfa Stormwohr BMP Handbooks avni/oble of
WWW CAUMPNANOB"15:00A4 -
2 Al/ construction acli by shall be performed h accordance with a Stormwater Pollution
Prevention Plan .(SWPPP)devefopedond implemented in compliance wrkh requirements
of the Kem County Stormwaer Management Program, National Fautant Discharge
,Eco edlon Sy tem (NPDES) Permit and the State's Genera/ Permit.
3. The SWPPP shat,
a. Identij, potentia/ palutant sources and Include the design and placement
It DMP'r toeNec6Ye/y prahibX the entry of pogatonts from the
construction ata into and onto the street and storm drain system during
construction.
b. Be kept on sife and amended to reflect changing conditions throughout
the coarse of c'onstre bb,
c. Be kept up to date. Any additional updates requested by agency
representative are to be made immediately°
4, Nan-SYwmwater discharges are prohibited from entering any storm drain system
and/or street.
5 Pollutants shall be removed from stormwater discharges to the Maximum Extent
Pmctioable (MEP) through design @' fmplementafion of the "PP, -
6. A standby crew for emergency work shall be avrAbble at ag times during the Alloy
season (Nov. 1 to Apr. 15). Necessary materials shall be awikable on rake and
stockpiled at convenient locations to foci/nota rapid construction of temporary
devices or damaged erosion control meusums or .ssdanaat contra/ measures when
rah is imminent.
7
PortabIe
areas or favi/flies shall be located an m/arAWS levo ground away from
bac areas, dminage courses, and storm drain inlets.
d Employees subcontractors and suppliers shah' be educated on all BMP's including
concrete waste storage and disposal procedures.
9.5 contra/ practices steal/ effac6ire/y prevent o net increase of sediment land
in stormwoter fischanl
�Nw macJlej2W3 COUNTY OF KERN
oeucren .n SEATE OF CAUFORNN NEVES BMP PLATE NO.
o. DEVELOPMENT SEDIMENTS AND EROSION BMP I
STANDARD _ CONTROL
KERN COUNTY
ENG/NEER/NG AND SURVEY SER✓/CES DEPARTMENT
REST MANAGEMENT PR407765ES (BMP'.)
1/✓5TR0C77GIS
Ads falawfng DMPS are examples on/y and may or may not be applicable to o speciAc
project. It Is the sng/nesr', motion bitty to develop a Storm Water Po/utlon
ProvsLAAea Al. (SKPPP) and urcorpomte o// approprWe BMP.'. hto the projecl. plans
and opecfrcatmns to ,ff.ohtety contra/ eros/on and sediYnent during construction
fie placement of devices to control erosion orf ssolment shall be Beady shown on
Me plan.. They shill be modlied as na:eseary during the course of construction, and
the SWPPP shall be updated accord qtK
The contractor meet Implement an effective cambinat/on of eroston and sedknent
cantrof on o// disturbed areas during the rally saasoTA
Sediment control bliss are requ/red at appropriate locations Song the site porhleter
and at a/ operational Internal inlets to a .farm drain system of oU times during the
mhy season. Non-stormwoter dschages may anter anew storm drab, system that
is not yet accepted by the County and is not connected to an &d%t/ng County system.
All s.. onems shut/ be removed from the It. &a. system pihr to ""Plot" by
the County
After a ra/nstama a// s#t and debris shdl'be removed from check berms, dashing
basins, and other devices. Any devices and clop, Surf.. matectlon damaged during a
rainstarm shall be fmmediotely repabed ,
Ali removable protective dIrNoes Shoff be /n place at the end of each working day when
the flue -day rah probability forecast roweeds forty percent (40$)
The Applicabxlty of NPDES Starm Water Program for a l7l Int Disturbing One (1) Acre
or Greater "thin Kem County" form most be completed end shat/ be submitted with
the ps'mft applicotioa The farm sha// be sinned by the owner and engineer and shall
also /ndoate on emergency contest p oSor.
i
°"1Eoalenaw L
NPDESBMPPLATE_ NO.
DNT SEDIMENTS AND EROSION MP INS
CONTROL
Containrnant N
Notes, -
1. Excess and waste corxrete sha// not be washed Into. the Strout or into 0
dminage system.
2 For washout of concrete and mortar products, a designated containment fao/ity
of sufficient copoclty to retain rquid and sold waste Shall be provided on efts.
3 Slurry from concrete and asphalt Sow cuttag shall be wcuomed or conta/ned,
dn,el picked up and hoposedof pmpedy.
CONCRETE WASTE MANAGEMENT
---°ena/ac° Sa." OF KERN NPDES BMP PLATE N0.
u®wm er"••- STATE OF CAU" MA
DEVELOPMEM SEDIMENTS
AND EROSION BMP F
cx mea STANDARD CONTROL
Silt Fence_
dao .25
Of fence
- W
--24'
22
Sot fence Turn last 6' of
funs Up-slope
fence eoewWCtao
a IMI wnmur
Fgtar tobFl R r (mR0 I
now
Notes:
1. Construct the sit fence along a level contour.
2 Slit Amass shall remain h place umW the disturbed area Is permanenhy
stabilhed. -
.1 Rmidoc.saffident room for runoff to pond behind the fence and allow srd,Ynant
Removal equipment to pass between the silt fence and Me of slope or other
obstructions About 1200 sq, ft of ponding area shall be provided for every acre
droaung to the fence.
4. Turn the ends of the filter fence uphill to prevent sto m char from flowing
around the fence.
5. Z,ave an undisturbed or stabilised area Im n dfo&* downelaps from the fence.
0. Do not place In hire stmam or intermittently flowing channels
7. When standard filter fabric of useQ a corm mesh support fence shaf be fastened
securo/y to the upslope side of the pasts using heavy-duty wire staples at /east
1 inch Tong, he wires or hog rings. -
OSILT FENCE
"ew°"" "now+a/Sam couNrr OF KmN
STATE OF CPIhIXiNIA NPDES BMP PLATE N0.
DEVELOPMENT SEDIMEMS AND EROSION BMP H
nxca ee STANDARD CONTROL
Sandbags/Gravel bogs to Back of Moalk
overtop oto curb Catch Basin
Back of curb
Curb Inlet
Dir ID-I f^D
I. .
If flow -�
In.
L
/pp
rt.928QgMbags Plan
" Spillway elevation shall Curb We
match
one of curb T -'e 4 Spigrva Sidewalk
D
H = r My, Galati Basin
L = 36' Max
SECTION
Notes:
I. catch Saad,11n/at Protection sho/1 be installed wherever there is a potential of
sumInuter or non-stormwater being discharged into A
2 /n)It protection Is requ/rad along dMr other polloba , prevention meosums such.
do erosion control sad stabilisation, and measures to prevent tmcking onto
paved surfaces.
3. Modify inlet protection as needed to aurid crearng tmfrc hazards.
4. mohnie inlet protection measures at hAside v -ditches and mise. dminage swoles.
5. Inlet protection sha/ be inspected and manauloted sedments removed. Sediment
shall be disposed of propeNy and In -a manner that assures that the sediment
does not enter the storn, drain system
6. Damaged bags sha/ be replaced immediately.
7. AddWoral smrdbog SAWmant tops shall be placed of intervals as woncoled on
She pion
CATCH BASIN/INLET PROTECTION
Po'AI0'6 os/:e/uw COUMI' OF KERN
eeswco.ee .TATE of cPUFaRwa NPDES BMP PLATE NO.
DEVELOPMENT SEDIMENTS AND EROSION BMP A
auoso sc . STANDARD CONTROL
rvuERNATrorvu AceEsnearn sYNea
+
HANDICAP FETAIL`�
PAi21�11�[G - HA N >71ZA�1 L.S - S I G 115
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(j ACCESSIBLE DROP-DOWN CURB RAMP
3
VE PAINED BACKGROUND
.YU'R 15090 PIR f5 MD.
WE PANED SYMBOL
CONEORN is PRENSONS IN 2016 C.B.C.
SECTION 1IRLA392
26INTERNATIONALACCESSIBILITY SYMBOL
3
11' VNOE LYS VAN-ACCESS!&E 5 9'
PARKMG STALL.
°PERS
YMIE@TIERS9NIY.N
ON
0 4"NETb PAINRn
'
BLUE AW M9
4" OUT NAMED
BLUE SMIPES
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4'WW R
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ACCESSIBLE PARKING STALL
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1B SANT STEfZ.
VAN VAN SPACE ONLY
ACCESSIBLE
u
1 D
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POS'/
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Q
79 ACCESSIBLE PARKING SPACE SIGN
SEE KEYNOTE ON
PLANS FOR TEXT
A
-r
6'-0"
w ®scornas
.
9"
R
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I 11111 IT-
j
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-
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why "NOT WEas5rrown!
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ASPHALT PAVING
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RAILING SET RAIL IN
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DETAILMAX
SYNTHETIC CEMENT -
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8
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7 -NEW CONCRETE
A-1.2 RAMP
NEW 1 1/2"0 GALV. PIPE HANDRAILS,
I� (N) RAMP SURFACE
•'_'..
VERTICAL AND HORIZONTAL POSTS
SHALL BE EQUAL TO COLOR NO. 15090 IN FEDERAL STANDARD
5951. SIGN TO BE MOUNTED TO 2X2 GALV. STEEL TUBE 12 GA. ¢
TYP.
W (1:12 MAX SLOPE)
ACCESSIBLE
HANDRAIL DETAIL
MIN. 'WITH 1/4" MB'S TOP AND BOTTOM W/ 12" DIA. X 2'-D" \w3
J) -DEEP
,45" AT TOP
FOOTING OR ATTACH WITH SILICONE ADHESIVE AND o waa
II -II �•�.
TARO CDTB f%V
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9335
MAX
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14111111 FULL
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ROSH LIMB
6"wRB
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rtusn core c1
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S%VL ECftU5H AN01PE£ (Y A&iWr aIRM1T.ES
(j ACCESSIBLE DROP-DOWN CURB RAMP
3
VE PAINED BACKGROUND
.YU'R 15090 PIR f5 MD.
WE PANED SYMBOL
CONEORN is PRENSONS IN 2016 C.B.C.
SECTION 1IRLA392
26INTERNATIONALACCESSIBILITY SYMBOL
3
11' VNOE LYS VAN-ACCESS!&E 5 9'
PARKMG STALL.
°PERS
YMIE@TIERS9NIY.N
ON
0 4"NETb PAINRn
'
BLUE AW M9
4" OUT NAMED
BLUE SMIPES
®3' ON CENLEA
4'WW R
O
ACCESSIBLE PARKING STALL
ACCEETRME PARKING 9W..
AW 'TAN A7X55RE° 9GN
IT VAN-ACGE CSTAU.
RRECTMIZED POTULAM. PV
1B SANT STEfZ.
VAN VAN SPACE ONLY
ACCESSIBLE
u
1 D
°CA OST
POS'/
SIFBL P
uP
Al. &Mff
Q
79 ACCESSIBLE PARKING SPACE SIGN
SEE KEYNOTE ON
PLANS FOR TEXT
5 WHEELCHAIR RAMP
3
YnP OF RAMP
/SYN" RaT FOR 49" LN ROUNDo ED
-r
l orLWf(CIMbV a<]RANL
w ®scornas
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why "NOT WEas5rrown!
r°Iagiawo
a m ]ORM
PIPE HANDRAIL SER IN PVC
RU U
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R.55a NAx
6, 4, s,
PER i5595A. TOR N
S SAN.
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RAILING SET RAIL IN
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w ®scornas
.
O 0 O O
I
AND PATH OF TRAVEL FOR DIRECTION 4'----�`
ON SIGN
ELAW SIGN
why "NOT WEas5rrown!
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OF ARROW Accenibl
PIPE HANDRAIL SER IN PVC
RU U
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PER i5595A. TOR N
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6" ALLOW 3/8" CLEAR AROUND
cl
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ill ALL
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-
i/8" RADIUS NP.
ALL
MI E To PNG MN ALL
AND PHONE PRIOR TO
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RAILING SET RAIL IN
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SE(C Po T
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8
ACCESSIBLE PARKING LOT
ENTRANCE SIGN
3'
MATERIAL SHALL BE 16 GA. STEEL WITH PORCELAIN ENAMEL�of
CROS 5EC TION T)E AI L5 - SEE 5PE6 r 2-
0 p `�
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route
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cl
Q OO
{yri
-
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RAILING SET RAIL IN
�
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(E) PLANTE14L61
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MATERIAL SHALL BE 16 GA. STEEL WITH PORCELAIN ENAMEL�of
O
NON -GLARE FINISH WHITE INTERNATIONAL SYMBOL OFACCESSIBILITY ON A BLUE BACKGROUND. THE BLUE COLOR
I� (N) RAMP SURFACE
•'_'..
SHALL BE EQUAL TO COLOR NO. 15090 IN FEDERAL STANDARD
5951. SIGN TO BE MOUNTED TO 2X2 GALV. STEEL TUBE 12 GA. ¢
W (1:12 MAX SLOPE)
MIN. 'WITH 1/4" MB'S TOP AND BOTTOM W/ 12" DIA. X 2'-D" \w3
J) -DEEP
,45" AT TOP
FOOTING OR ATTACH WITH SILICONE ADHESIVE AND o waa
II -II �•�.
2 .35' .9
NON -CORROSIVE, VANDAL -RESISTANT FASTENERS TO SIDE OF LL�Tx
APART A BASE
BUILDING.
SIGN MATERIAL SHALL BE MINIMUM 0.10" THICK ALUMINUM WITH m
PLAN
1/32" DIE -RAISED GRAPHICS, NUMBERS AND LETTERS. u
REFER TO CML OOTING-S
TAPERED EDGES
2. LETTERS SHALL BE 1" HIGH, SANS -SERIF TYPE (HELVETICA MEDIUM)
WHERE EXPOSED
AND SHALL BE ACCOMPANIED BY CALIF. GRATE 2 BRAILLE.
3. CORRESPONDING CAUE GRADE 2 BRAILLE. DOTS SHALL BE SPACED
SECTION- C1
1/10" (2.54 MM) O.C. IN EACH CELL WITH 2/10" (5.08 MM) SPACE
BETWEEN CELLS: DOTS SHALL BE RAISED A MIN. OF 1/40" (0.635 MM)
I
ABOVE THE BACKGROUND (TYP.)
i
i
HANDRAIL ANCHORAGE DETAIL N.T.S. 3
II
DETECTABLE, WARNING DETAIL
3"=1'-0"
3
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opt,DEESSip% THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION,
R�1LUP yENp,Epc AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD
°'Dm ri ORDINANCES, STANDARDS AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT
Np. C21211 a 9 REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD.
EXP -12-31-19
Orva �N ANY ERRORS, OMISSIONS OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS,
r N OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND
opOAu¢O SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY '
, ENGINEER.
PREPARED AND APPROVED BY:
BY
ALLAN P. HENDERHENDER O DATE --
CALIFORNIA RCE NO. 25224
EXP 12/31/2019-
s��T
6.9-274
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opt,DEESSip% THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION,
R�1LUP yENp,Epc AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD
°'Dm ri ORDINANCES, STANDARDS AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT
Np. C21211 a 9 REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD.
EXP -12-31-19
Orva �N ANY ERRORS, OMISSIONS OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS,
r N OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND
opOAu¢O SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY '
, ENGINEER.
PREPARED AND APPROVED BY:
BY
ALLAN P. HENDERHENDER O DATE --
CALIFORNIA RCE NO. 25224
EXP 12/31/2019-
s��T
6.9-274