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BAKERSFIELD, CALIFORNIA EXISTING 80' WIDE
CANAL EASEMENTIPIT
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GRADING PERMIT #18-40000033
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FENCE PER 0. OB.
STANDARD D-12
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iPf7? ST, 5294, P627f 0,P.) TC BE �� L
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. � 4UP 6",7,ABT CORPLETED f
C
r TWO (2) PROPOSED 54" PIPES, PER
^ KERN DELTA WA LIP Dl$IRICT OJECT,�
�, EXI577NG CANAL TUNE UNDERGROUNDEDq
VICINITY MAP
NO SCALE
HABITAT NOTE:
ALL CONSTRUCTION ACTIVITY, INCLUDING STAGING, SHALL BE WITHIN THE
LIMITS SHOWN ON THIS PLAN (APN 404-010-61). CONTRACTOR SHALL
OBTAIN A COPY OF THE BIOLOG104L CLEARANCE SURVEY FOR THIS PROJECT.
CONTRACTOR SHALL BE SOLEY LMLE AND RESPONSIBLE FOR FOLLOWING
THE RECOMMENDATIONS OF THE SIOLOGMAL CLEARANCE SURVEY. NO STAGING,
GRADING, OR OTHER DISTURBANCE SHALL OCCUR OUTSIDE THE LIMITS SHOWN
ON THIS PUN (APN 404-010-61).
LEGEND:
ABBREIIATONS.
0
(E)
EXISTING
EXIS77NO FIRE HYDRANT
TVP.
TYPICAL
ED.
FOUND
EXISPNG POWER POLE
BK.
BOOK
PG
PAGE
C.O.K.
COUNTY OF KERN
. , EA7STING STREET LIGHT
COB.
CITY OF BAKERSFIELD
GONG
CONCRETE
FOUND MONUMENT
A.C.
ASPHALT PAVEMENT
IN
FINISH GRADE
o
EP
EDGE OF PAVEMENT
EVSONG TRAFFIC SIGN
TC
TDP OF CURB
FL
ROMINE
IF
FINISHED FLOOR
FP
FINISHED PAD
IVY
IF
TOP OF PAVEMENT
z
GB
GRADE BREAK
--
-- EXIS77NG STORM DRAIN UNE
1
EXIS77NG FIBER OP77C LINE
- -- EXISTING WATER LINE
m
EXIS77NG SEWER LINE
- EAISANG GAS LINE
Jit
- _ - EXISTING FENCELINE
xs
EXISTING ELECTRIC LINE
W;
ciz
.. -- - EXIS71NG OVERHEAD ELECTRIC LME
- — —
—....... EXIS77NG PROPERTY LINE
------------
EXIS77NG RIGHT-OF-WAY
C9
W
-- --- EXIS17NG CURB & GUTTER
The GRADING PLAN as shown on this drawing is hereby approval,
subjectbanyindicatWe.,,ectionsoradditions. Approvalbythe Public
Wales Depadnent and Builtling Depanmem Inticm" approval oMyas
AF to design criteria used and 000lormance to City Standards, Coosa and
- _ Ordinances. EnWneerlorthesubmvidaordevogpershaNbsresponsWe
foraccuracymcalcaaeons tut Ih5pbnandshahsubmNaaW,I d'as-
greded" plan after c=Pletvm of the grating.
APPROVED BY:
l2�lY�ly
Public Works DepaRmeM Dete
9u1dInB Department Date
SHEET INDEX
GRI - DRAINAGE SUMP PLAN
GR2 - EROSION AND SEDIMENTATION CONTROL PLAN
& GRADING N07ES
N
\ SUMP FLOOR = 54.9 / 1 .w . ,.., .._ :�_llwl"_
- :— { ::
I
SECTION A -A ETPI,, ,
DRAINAGE SUMP
SCALE HORIZ 1 " = 30'
VERT 1"= 10
I �
I �
_.._.._.._ ._. _ ._ ._.._.._.._.._. _ _.._.._.._. _ _.._.._ ...... ._. i 1
EXISTING 80' WIDE
CANAL EASEMENT
FI -TO T*Tmff wil M0, 11
LOCAL BENCHMARK
FOUND MONUMENT WITH BRASS CAP AT THE INTERSECTION OF NEW
HORIZONS BOULEVARD AND THE WEST LINE OF LOT 9 OF PARCEL
MAP WAIVER BOOK 5925 PG 936 O.R.
ELEVATION = 364.20' (USGS DATUM)
BASIS OF BEARINGS
THE BEARING OF 58918452 ALONG THE CENT PT Nf OF NEW
HORIZONS BOULEVARD WAS THEN AS THE 84515 OF BEARINGS
SHOWN HEREON
LEGAL DESCRIPTION
LOT 1, LOT LINE ADIXTSTMENT NO. 15-0441, DOCUMENT N0. 0216304007
ADDRESS
4500 NEW HORIZON BOULEVARD
APN
404-010-61
UTILITY NOTE
NOT ALL GAUGES WERE LOCATED BY THIS SURVEY AND SWANSON
ENGINEERING INC ASSUMES NO RESPONSIBILITY FOR UNDERGROUND
UITUT7ES OR FACILITIES NOT SHOWN OR FOR INFORMATION OBTAINED
FROM OUTSIDE SOURCES.
SUMP/STORM DRAIN:
1. SUMP EXPANSION TO BE CONSTRUCTED PER C.O.B. STANDARDS
D-11, 0-12 AND D-13.
2 THE SUMP, ONSITE CATCH BASINS AND STORM DRAIN SYSTEM
SHALL BE MAINTAINED PRIVA7ELY AND THE COY OF BAKERSFIELD
WILL NOT ASSUME RESPONSIBILITY OVER THE MAINTENANCE
WDID#
9F15084019
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GRADING N07FS
1. ALL GRADING SHALL CONFORM TO THE CITY OF BAKERS lELD ORDINANCES AND STANDARDS
PERTAINING THERETO (CALIFORNIA BUILDING CODE, 2016) AND SHALL BE SUPERVISE? AS ENGINEERED
GRADING IN ACCORDANCE WTH CITY OF BAKfRSF ED ORDINANCES
2 THE DES/GTT ENGINEER SHALL EXERCISE SUFTR IENT SUPERVISORY CONTROL DURING GRAD/NG AND
CONSTRUCTION TO INSURE COMPLIANCE WTH THE PLANS, SPECIHCATONS AND CODE WALLA HIS PURVEW.
3 THE SOIL ENGINEER, DESIGN ENGINEER, AND BUILDING OH6YAL SHALL BE NOTIFIED 48 HOURS PRIOR
TO PLATING ANY MATERIAL.
4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO.YCT INCLUDING SAFETY OF ALL
PERSONS AND PROPERTY,' THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO
NORMAL "KING HOURSAND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE
OWNER, ARCYIDECT, AND THE ENGINEER HARMLESS FROM ANY LIABILITY, REAL OR ALLEGED, IN
CONNECTION WTH THE PERFORMANCE OF WORK ON THIS PROECT, EXCEPRNG FOR LIABILITY ARISING
FROM THE SOLE NEGLIGENCE OF THE OWNER, ARCHITECT, OR THE ENGINEER.
5. THE GRADING CONTRACTOR SHALL CONTACT ALL COMPANIES W771 UNDERGROUND FACILITES PRIOR TO
BEGINNING CONSTRUCTOR AND VER/FY RHE LOCA 7701V AND DEPTH OF ALL UNDERGROUND FACILITES
INCLUDING TELEPHONE, ELECTRIC, WATER, SEWER, OC AND GAS LINES THE ENGINEER ASSUMES NO
RESPONSIBILITY FOA BURIED LINES NOT INDICATED ON THE PLAN OR FOR INFORMATION OBTAINED FROM
ONSIDE SOURCES (USA - 1-800-642-2444)
6. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING ALL AREAS TO + OR - 0.10 FOOT.
F AN AREA SHOULD BE FOUND TO BE MORE THAN 0.10 FOOT OUT OF TOLERANCE AFTER COMPACTING
AND COMPCEON OF GRADING, THE CONTRACTOR SHALL RETURN AND CORRECT THE GRADING AT NO
COST TO PE OWNER.
7 THE CONTRACTOR SHALL WATER AS REQUIRED DURING TRE GRADING OPERATIONS TO PREVENT 771E
OCCURRENCE OF A DUST NUISANCE AND SHALL PR07ECT CURBS AND OTHER ORECTS WHICH ARE TO
REMAIN DUST CONTROL SHALL CONFORM TO THE SAN JOAQUIN VALLEY UNIFIED AIR POLLUTION CONTROL
DISTRICT REGULATONS.
6 EXCAVATION - EXCAVATON SHALL CONSIST OF ALL EXCAVA PON INV? VED IN GRADING THE PROLECT
AS SHOWN ON THE PLANS THIS SHALL INCLUDE EXPORTING MATERIAL TO AN OFF -SIRE LOCA PON, AS
REQUIRED.
9. EMBANKMENTS - EMBANKMENT CONSTRUCTION SHALL CONSIST OF CONSTRUCTIVE EMBANKMENTS,
INCLUDING THE PREPARATION OF AREAS WHERE THEY ARE TO BE PLACED RHE CONSTRUCTION OF DIKES
WPAN OR OUTSIDE THE CONSTRUCTION AREA, THE PLATING AND COMPACTING Of APPROVED MATERIAL
THIN THE CONSTRUCTION AREA
WIERE UNSUITABLE AMA7ERIAL HAS BEEN REMOVED, AND THE PLACING
A
AND IST OF REP RI EMBANKMENT MATERIAL IN FIXES, PITS AND DEPRESSIONS. ONT lT SHOULD ALSO
CONSIST C PREPARING SUB -GRADE HI THE BRAZING PLANE, CONFORMING TO THE GRADE TOLERANCE
GONG NECESSARY INEPLOWNGD OR BENCHING, V ON T E ORS ALL EM ANKMEC AND COMPACTING
CONSIDER 70 THE LINE AND GRADES SHOWN 0/N THE PLANS ALL EMBANKMENT CONSTRUCTION SHALL BE
CONSIDERED AS INCLUDED IN THE CONTRACT PRICE.
10 IDE MIRK EMBRACED HERON SHALL BE /N ACCORDANCE WRY THE STANDARD SPECH(ATONS OF
THE STA IF OF CALIFORNIA DEPARTMENT OF TRANSPORTAPON DATED JULY 2015, INSOFAR AS 171E SAME
MAY APPLY IN ACCORDANCE WTH THE N07FS HERON. IN CASE OF CONFLICT WI/ THE STANDARD
SPECIRCA ROWS AND ANY NOTES HEREON, THE NOTES HEREON SHALL TAKE PRECEDENCE OVER AND BE
USED IN LIEU OF SUCH CONHICING PORTIONS SAID SPEFICATONS SHALL APPLY BUT NOT BE LIMITED
TO THE FOLLOWN(I-
A) ALL CONCRETE SHALL BE CLASS 7" USING TYPE V CEMENT AS IN ACCORDANCE WTH
SECPON 90 AND SHALL HA If AT LEAST 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS,
UNLESS OTUERWSE SPECIFIED.
B) ASPHAL PC CONCWE7E SHALL BE TYPE $', 1/2' MAXIMUM, MEDIUM GRADED, AND
IN77MA7HY MIXED WTH 5-6.52 ASPHAC T. NO R.A.P. (RECLAIMED ASPHALT PAVEMENT) SHALL
BE USED. ASPHALT SHALL BE PERFORMANCE GRADE P664- 10,
11, SWANSON ENUNEERING SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR
USES OF, THESE PLANS ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRING BY SWANSON
ENGINEERING
12. ALL GRADING SHALL CONFORM TO INE RECOMMENDARONS CONTAINED IN THE PRELIMINARY SOLS
REPORT, MADE A PART HEREOF, PREPARED BY KRAZAN & ASSUGA IES INC., PROZCT N0. 022-16040,
DATED JUNE J, 2016, PRE? GEOTECHNICAL EWGUNEERING INVESTGARON, PROPOSE COMMERCIAL
DEVELOPMENT, NEW GORIZON BOULEVARD, BAKERSRELD, CALIFORNIA', AND ALL ADDENDA NERERI IN
CASE OF A CONFLICT BETNEEN THE PLANS SPECIRCATONS AND SOILS RECOMMENDARONS THE MORE
STRINGENT REQUIREMENTS SHALL TAKE PRECEDENCE.
1J PRIOR 70 COMMENTING CONSTRUCRON, CONTRACTOR SHALL POTHOLE ALL GRILLES THAT WCL BE
AFFECTED BY THIS CONSTRUCTION TO DETERMINE lF ANY UTILITY CONRJC7S EXIST ANY UTILITY
CONFLICTS SHALL BE BROUGHT 70 THE ATTENTION OF INE ENGINEER SO THAT DESIGN CHANCES CAN BE
MADE PRIOR TO THE START OF CONSTRUCTION.
14, UPON COMPIETBN OF GRAD/NG AND BEFORE TNF START OF CONSTRUCTION, A FINAL SOILS REPORT
SHALL BE PREPARED BY THE SOC ENGINEER.
15. THE SOL ENGINEER SHALL REVIEW ALL EXCAVA TONS PRIOR TO BACKFILLING AND SHALL BE NORFTED
OF ANY ITEM E14004,117ERED DURING RHE GRADING OPERA PONS THAT MIGHT AFFECT FOUNDATION
STABILITY SO VIA RECOMMENDATIONS CAN BE MADE BY THE SOL ENGINEER.
16. CUT AND FILL SLOPES NEARER THAN LIVE FEET FROM THE BUILDING FOUNDATIONS SHALL NOT BE
STEEPER THAN 5:1. CUT AND FILL SLOPES SHALL NOT BE SLEEPER THAN 2:1 FOR SCOPES FARTHER
THAN FIVE FEET FROM FOOTING CINES
17 ALL SLOPES GREATER THAN THREE FEET /N VER77CAL HEIGHT SHALL BE PREPARED AND MAINTAINED
TO PREVENT EROSION.
18. IMPORTED FILL MATERIAL SHOULD CONSIST OF ESSENRALLY GRANULAR, SS TY SANDS WITH LOW
EXPANSION POTENRAL AND FREE OF GRASSES WEDS; ROCKS LARGER THAN TWO INCHES IN DIAMETER,
DEBRIS AND SOLUBLE SULFATES IN EXCESS OF 200 PARIS PER MILLION. IMPORTED Lilt SHOULD
CONTAIN SUFFICIENT SILT AND CLAY BINDER TO RENDER THEM STABLE IN FOOTING TRENCHES AND
CAPABLE OF MAINTAINING SPECIFIED ELEVA PON TOLERANCES DURING PA ONG OPERA RONS
IMPORTED SOILS SHOULD ALSO MEET PIE FOLOWNG CR17ERIA:
A) MAXIMUM X PASSING 4200 SfVE ....... 60
B) MAXIMUM INTO LIMIT ............. 40
C) MAXIMUM PLASTICITY INDEX .......... 10
D) MINIMUM R- VALUE .......... I .... 50
E) MAXIMUM EXPANSION INDEX .......... 15
19. CLEARING AND GRUBBING - REMOVE ALL DEBRIS SUCH AS METAL, TRASH, BROKEN CONCRETE,
VEGETA ROH, OTHER BIODEGRADABLE SUBSTANCES AND UNSUITABLE SOC FROM AREAS TO BE GRADED.
UNSUITABLE SOIL IS SOIL THAT, IN THE OPINION OF THE BUILDING OFFICIAL. SOIL ENGINEER, OR TIWL
ENGINEER, IS NOT COMPETENT TO SUPPORT DRIER SOL OR STRUCTURES, OR TO SATISFACTORILY
PERFORM ANY OTHER FUNCRONS FOR NNICH THE SOL IS INIENDED.
20. AREAS TO RECEIVE RILL SHALL BE SCARIFIED SIX INCHES OR AS RECOMMENDED IN THE SOL
REPORT, NHICHEVER IS GREATER, UNTIL THE SURFACE IS FREE FROM RUTS HUMMOCKS OR OTHER
UNEVEN FEATURES ORIC H WOULD TEND TO PREVENT UNIFORM COMPACTION BY THE EQUIPMENT TO BE
USED. MOISTEN AND COMPACT TO AT LEAST 90X OF THE MAAIMUM DENSITY PER ASTM D1557 UNLESS
07HERWSE SPECIR LD.
21. ENGINEERED PILL MATERIALS SHOULD BE PLACED IN THIN LAYERS (LESS THAN SIX INCHES
(INCOMPACIED THICKNESS), BROUGHT TO NEAR RIE OPTIMUM MOSILRE CONTENT OR TO A MOISTURE
CONTENT COMMENSURATE WILL EfTECPVE COMPACTION AND SOL STABILITY, AND COMPACTED TO A
MINIMUM OF 90 PERCENT OF PIE MAXIMUM DENSITY OBTAINABLE BY ASPM TEST METHOD D1557
22. CHARTRES FOR EARIIKARK
EXCAVATION - 9,300 C. K
EMBANKMENT - 0 C C
QUANPRES ARE FOR GRADING PERMIT ONLY. THE ENGINEER MAKES NO WARRANTY OF THE
ANTICIPATED SHRINKAGE FACTOR. THE CONTRACTOR SHALL NOT USE THESE QUANP77ES TO
BASE HIS BID ON. PIE GRADING PLAN DOES NOT NECESSARILY INDICA IF A BALANCED SITE:
CONTRACTOR SHALL BE RESPONSIBLE FOR IMPORTING MATERIALS FROM AN OFF --SITE LOCA PON
OR EAPORPNG EXCESS MATERIAL TO AN OFF -SIRE LOCA PON, AS NEEDED.
23 CONTRACTOR TO VERIFY DIMENSIONS AND EEVA PONS OF E5771VG IMPROVEMENTS IN THE TIED
BEFORE PROCEEDING WIG WHIT ANY DISCREPANCIES THAT WCL AFFECT RE -INS TO EXISTING
IMPROVEMENTS I HALI BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WPI ANY
WORK
24, ALL TRENCHES AND EXCAVATONS SHALL BE CONSTRUCT£? IN STRICT COMPLIANCE WTH THE
APPLICABLE CALIFORNIA AND FEDERAL OSHA. REQUIREMENTS AND OTHER APPLICABLE SAFETY
ORDINANCES CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR TRENCH SHORING DESIGN AND
INSTALLAPON. CONTRACTORS SHALL OBTAIN APPLICABLE OSHA. PERMITS WIEN WORKMEN MUST ENTER
TRENCHES GREATER THAN FIVE FEET
25 MAMMUM SLOPE RAPD FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1,
EXCEPT FOR TINT FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 22
ALTERNATIVELY, IRE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD
TO PREVENT EROSION ON70 THE SIDEWALK
26. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OP BAKERSFIELD PUBLIC HURKS
DEPAR7MENT FOR ANY WORK PERFORMED WTHIN EA757ING ACCEPTED STREET RIGHT OF WAY. UNLESS
SECURED BY A SUBDIVSION AGREEMENT, SECURITY BASED ON AN APPROVED ENONEERS ESTMA IF FOR
PIE WORK PERFORMED W7HIN RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVDED PRIOR
TO ISSUANCE OF A PERMIT.
27 IF THE PRD ECT IS SUMOT TO THE PROWSIONS OF THE NATIONAL POLLUTANT DISCHARGE
ELIMINATION SYSTEM (NPDES), A 'NOTICE OF IN7ENT- (NO) TO COMPLY WTH Tl£ TERMS OF THE
GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIA7E0 WIN CONSTRUCTION AC77VTY (AB ORDER
N0. 2009 -009 -DEMO AS AMENDED BY ORDER 2010-0014-DXV AND ORDER 2012 -0006' -ONO) MUST BE
FILED WT/ STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE PIF BEGINNING OF ANY
CONSTRUCTION ACPWTY. COMPLIANCE WTH THE GENERAL PERMIT REQUIRES THAT A STORM WADER
POLLUTION PREVENTION PLAN (SWPPP) BE PREPARLD, CON77NUOUSLY CARRIED OUT, AND ALWAYS BE
AVAILABLE FOR PUBLIC INSPECTON DURING NORMAL CONSTRUCTION HOURS WASTE DISCHARGE
IDEN77R7CAPON (ARID) NUMBER 5F75084019 HAS BEEN ISSUED BY THE STATE WATER RESOURCES
BOARD FOR THIS PROECL
28. 24 HOUR NOTICE.' PRIOR TO RHE START OF ANY PHASE OF CONSTRUCTION, WE CITY CONSTRUCTION
INSPECTION SECTION SHALL BE OVEN AT LEAST 14 HOUR ROUTE THE SECTION MAY BE NOPFIED AT
(661) 326-3049.
29. COMPACTION TEST NOTE - COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE
OEVECOPER/SUBDMDER/CONPRACTOR. IRE NUMBER AND LOCA77ON OF REQUIRED TESTS SHALL BE
DETERMINED BY THE CITY ENGINEER.
J0. ANY PUBLIC FACTURES IN THE STREET RIGHT--OF-WAY WITIN THE PROPERTY FRONTAGE WHICH ARE
SUBSTANDARD OR DAMAGED OPLL REQUIRE RECONSTRUCTION OR REPAIR AS DETERMINED BY RIE CITY
ENGINEER.
JE UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TND, (2) KDRKING DAYS PRIOR TO
CONSTRUCTION (1-800-612-2444).
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LEGEND:
AHBREVA PONS
(E)
EXISTNG
fence cutoff at sheet toners
TYR
TYPICAL
hll canto. to Me requirements
FD
FOUND
a 4.7
BK
BOOK
6.0' (1.&n) Chan -I12'
PG.
PAGE
(S6m) No..
CO.K.
COUNTY OF KERN
l5' 7Ip.
(4.6m) -.-- 11' (36m) Mn. Rp
C O.B.
CITY OF BAKERSFIELD
A
CONE
CONCRETE
TAr
A. C.
ASPHAL T PA VEMENT
See stmawd L-14
fC
FINISH GRADE
18'Yn.11'Mn. (54a)
21f2M
EP
EDGE OF PAVEMENT
10' (JIM) Mm. o6.0'
TC
TOP OF CURB
(0I&n) con" to
FL
FLOMINE
(36.) Mn.dnveway to Jnce five
IF
ONISHED FLOOR
12' (J6m) Mn. TAPr ST -4 meenerad
FP
FINISHED PAD
dove awmch
IF
TOP OF PAVEMENT
PLAN
GB
GRADE BREAK
At R/W or 10' (Jan) Mie bon
--
graded 6oWne (v,*khew a greater) Construct 6.0' (I.&n) high Chan -Park
----
i - Ince wiM redwood.sats at prgxwty
----
a Ike,, unless otherwise approved by the
City Eno- Goiter AoWine
Lowest niefguHer dewtan
�
' ----
a -- EXISTING GAS LINE
-C AL
T Am* Surface (Jbm)
W
Abler
h
O
BO' Max. 1,N dot
�
(0.1m)
- - - -
� - CMass J
-----
.•/• RC? -RGl
4_Ppe cumet shwb/re,
3
See doted D-10
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0
2
&Ae and wu& gates n Hence
¢
4
SECTION A -A to be determned n the Feld
2
by the City Sno-
W-�
NOTES
0
1. AN work shown shill canto. to the dppfxdle 6 Chore -Fmk fence and gates or rd shall cmfanIn to the
sections of the mmnt speafmations entitled Standmd Nrec7fx.'atims shorn stmabrd droudis D-12 end D -IJ
I�
Spm ohms, State of CdJama Bumess and PWne-
portation Agency, Department of Transportation', gWoved 9. A# new damage basins withn face shall be stenVued
O
corent edition. with a peomment sterdmt such an Hywm A. or Ipprned
Sold. Application Wte is 25 Ms/are (23'Vkh A
U
2 Oranage basin sha7 be a inhwum of me bukbNe representative of the water deportment shd be an site
lot, hmtng an a street, and hating o shape and lacatim at the time of sterkatkn.
O
_
acceptable to the City Engineer.
10. Basin opacity shall confarm to Pubic Parks 00"Nent
Z
J Landscaped poled arm age basics shall not be Design Pdn), for &-we.
F..4,
W
M
gowned by this stmdard
Z
t5
11. See standard D-11 Ior temporary &adage dosin.
LTI
W
4. Any himnediote bend, T gWwd, must be LO'
(0.1n) minimum width. Side slopes shall not exceed 2:1. FlIENNIE: D-IXVEV
Z
5 Can ete shd contain no adfilims wk. prcw w ittan oxo aIs/os
STANDARD ax„wx
I"1
appand is obtained !rare the Cay Engneo xu
<cc
6. Concrete shill be and with o white pigmented curing DRAINAGE BASIN U. SHAW
M
canpomd carnaAg to section 90-ZOIB of the standard N.T.S.
�Q
VJ
spedfcations. YMPEO 9EET xG
7 No pipe bells shall be placed n Me sWcture. CfTY OF
D-9
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of
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LEGEND:
AHBREVA PONS
(E)
EXISTNG
EXISTING FIRE HYDRANT
TYR
TYPICAL
FD
FOUND
EXISTING POKER POLE
BK
BOOK
PG.
PAGE
CO.K.
COUNTY OF KERN
EXISTNG STREET LIGHT
C O.B.
CITY OF BAKERSFIELD
I
CONE
CONCRETE
FOUND MONUMENT
A. C.
ASPHAL T PA VEMENT
-
fC
FINISH GRADE
EP
EDGE OF PAVEMENT
e XISTNG TRAFFIC SIGN
E
TC
TOP OF CURB
FL
FLOMINE
IF
ONISHED FLOOR
DO
FP
FINISHED PAD
IF
TOP OF PAVEMENT
GB
GRADE BREAK
--
--- EXISPNG STORM DRAIN LINE
----
---- EXISPNG EVER OPTIC ONE
----
.. ---- FXISRNG WATERLINE
--- EXISTNG SEKER LINE
�
' ----
a -- EXISTING GAS LINE
O
W
EXISTNG FENCELINE
h
O
-- EXISTNG ELECTRIC LINE
�
-- EXISTNG OVERHEAD ELECTRIC LINE
- - - -
....... EXISTNG PROPERTY LINE
-----
---- EAISPNG RIGHT-OF-WAY
EXISPNG CURB & GUTTER
LEGEND
T FURNISH AND INSTALL TRAFFIC SIGNS
15 15 MPH
o SILT FENCE OR HBER ROLL PER
CASOA DETAIL SE -1 OR SE -5
6 (E) FIRE HYDRANT
p SANDBAGS
TiID 30'x50' GRAVED ENTRY WTH GRIZZLY PER
CASOA DETAIL 7C-1. 3' ROCK SIZE
BMP NOTES
1. NON -STORM WEER DISCHARGES ARE ABOLISHED FROM ENTERING ANY STORM GRAIN SYS7EM
2. POLLUTANTS SHALL BE REMOVED FROM STORM WATER DISCHARGES TO THE MAXYUM EXTENT PRACTICAL.
3 PORTABLE SANITARY FACILIRES SHALL BE LOCATED ON RELARVELY LEVEL GROUND AWAY FROM NAFETC
AREAS DRAINAGE COURSES AND STORM DRAIN INLETS
4. EMPLOYEES, SUBCONTRACTORS AND SUPPLIERS SHALL BE EDUCATED IN ALL BURS, INCLUDING CONCRETE
WASTE STORAGE AND DISPOSAL PROCEDURES
5. SEDIMENT CONTROL PRACTCES SHALL fFFECPVFLY PREVENT A NET INCREA5E OF SEDIMENT LOAD IN
STORM WA7ER DISCHARGE.
6. WATER 97E IN COMPLIANCE W/ CASOA OF -1.
7 SKEEP STREET DALLY IN COMPLIANCE W/ CASOA 5E-7
10
1
30 15 0 30 60
6.9-282
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