HomeMy WebLinkAbout6.9-291FOUND CONC. MON. C.O.B.
ELEV = 399.84'
I
[� 19TH -STREET
S 89 59 57' E 693.33'
( S 90VO 00' E 693.29' )
BASIS OF BEARINGS
by
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-ialtlons. Approval by the Public
"ifnem ana Build1 ,4, f 1« pariment indicates approval only as
sign or teria used and conformance to City Standards, Codes and i
" ^:Trances Engineer for the subdivldor or developer shall be -vBspon-
s+bie for acc Tracy of calculations for this plan and shall submit a certified
'as -graded' plan after completion of the grading.
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PARK/NG LOT TO SERV/CE 2030 18TH
SAWCUT 2' BACK OR AS DIRECTED BY THE v 6' , a' , `�"
9 y:' C2 o �' STREET BAKERSFIELD, CA 93301
CITY INSPECTOR. PATCH PER CITY OF '' ( m
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GRADING PLAN
WOMEN'S CLUB OF BAKERSFIELD
FUTURE PARKING LOT
203018TH STREET
BAKERSFIELD, CA
APN: 004-120-01
SHEET INDEX
Cf - GRADING PLAN
C2 - GRADING DETAILS
C3 - BMP PLAN
BENCHMARK
NGS MONUMENT DESIGNAAON Y67 (PID FU1743) A FOUND BRASS
(AP ON A CONCRETE PEDESTAL AT THE SOUTH &ICK OF CURB ON
197H STREET. APPROXIMATELY 87.5 FEET WEST OF THE
PROLONGATION OF THE CENTERLINE OF E STREET, 21.3 fEET
NORTHWEST OF THE CORNER OF THE BUILDING AT 2005 19TH
STREET WAS HELD AS THE BENCHMARK OF TN/S SURREY
OR7HO HEIGHT = 401.11 (f=) MVD88 DATUM
BASIS OF BEARINGS
THE BEAR/NG OF S901001001E AS SHOWN FOR THE CENTFRVNE OF
19TH STREET PER RECORD OF SURVEY fILED FEBRUARY 6, 2015 /N
BOOK 29 OF RECORD OF SURVEYS AT PAGE 167 IN THE OfT7C£ OF
THE KERN COUNTY SURVEYOR WAS HELD FOR THE &IS'/S OF
BEARINGS OF THIS SURVEY
LEGAL DESCRIPTION
BEING A PORAON OF THE SW 0 OF THE NE 1/4 OF SECTION 4
T29S, R.27E., M.D.B.M.
ADDRESS
2030 18TH S7REET
APN
004-120-01
LEGEND:
A66REVA77ONS:
(E)
EXISTING
TYP.
TYPICAL
FD.
FOUND
BK.
BOOK
PG.
PAGE
C.O.K.
COUNTY OF KERN
C.O.B.
CITY OF BAKERSFIELD
CONC
CONCRETE
A.C.
ASPHALT PAVEMENT
FG
KNISH GRADE
EP
EDGE OF PAVEMENT
TC
TOP OF CURB
FL
fLOWLINE
fF
FINISHED fZOOR
R
FINISHED PAD
7P
TOP OF PAVEMENT
GB
GRADE BREAK
L.S.
LANDSCAPE AREA
6
EXISANG FIRE HYDRANT
0-
EXISANG POWER POLE
9-0
EXISANG STREET LIGHT
0
FOUND MONUMENT
- --
EXISANG 7RAf77C SIGN
v
EXISANG TELEPHONE VAULT
�—
NEW 77?AMC SIGN
cONC
EXISANG OVERHEAD ELECTRIC LINE
100 00
��
DES/GN EZEVA77ON
()
RECORD RIS N0. 3443 BOOK 29
OF RECORD OF SURVEYS PAGE 167
UTILITY NOTE
NOT ALL U77LI77ES WERE L0047E0 BY THIS SURVEY AND SWANSON
ENGINEERING, INC. ASSUMES NO RESPONSIBILITY FOR UNDERGROUND
U77LI77ES OR FACIL177ES NOT SHOWN OR FOR INFORAM77ON OBTAINED
FROM OUTSIDE SOURCES.
ACREAGE
0.38 ACRES (GROSS)
0.17 ACRES (DISTURBED)
HABITAT NOTE:
ALL CONSTRUCRON AC77VVY, INCLUDING STAGING,
SHALL BE WITHIN THE L1MITS SHOWN ON THIS PLAN.
CONOCTOR SHALL OBTAIN A COPY OF THE
BIOLOGICAL CLEARANCE SURVEY fOR THIS PROJECT.
CONTR407R SHALL BE SOLEY LIABLE AND
RESPONSIBLE FOR FOLLOW7NG THE RECOMMENDATIONS
0F THE BIOLOGICAL CLEARANCE SURVEY AND 7HE
B OG
MBHCP. NO STAGING, GRADING, OR OTHER
DISTURBANCE SHALL OCCUR OUTSIDE THE LIMITS
SHOWN ON THIS PLAN.
OWNER INFO.
OWNER: THE WOMEN'S CLUB OF BAKERSFIELD
ADDRESS. 2030 18TH STREET, BAKERSf1ELD, CA, 93301
PHONE • (661) 325-7889
CONTACT: DARLEEN CARPENTER
- - - -
EXISANG STORM DRAIN UNE
-
EXIS77NG FIBER OP77C LINE
- -
EXISANG WATER LINE
-
EXISANG SEWER LINE
-- -- -
EXISANG GAS LINE
X
EXISANG FENCELINE
EXISANG ELEC7RIC LINE
i)yE
EXISANG OVERHEAD ELECTRIC LINE
- — — — -
EXISTING PROPERTY LINE
— - - - - —
EXISANG RIGHT-OF-WAY
Qj
O
EXISANG CURB & GUTTER
- -- - -
— — — — — — —
SAWCUT
— x x x
NEW 4' CHAIN LINK fENCE W1
V
SOLID VINYL SLATS
71
0.33' CONCRETE OVER 1.0' NA AVE COMPACTED TO
N
909
0.5' CONCRETE OVER 1.0' NA AVE COMPACTED TO
�I
90R' -JOINT SPAQ'NG TO BE 12' MAX. INSTALL
I
JOINTS 0 PARKING STRIPING WHEN PRAC77CAL.
0.2' A.C. PAVEMENT OVER 0.33' CLASS 11 AGG. BASE
OVER 1.0' NAAVE COMPACTED TO 90%
PROPOSED
R/W
6.80'
5.95'
(E) A. C. PA CEMENT 2'
12-
I i I 2=
PROJECT
SITE 77
ML2
99 i
IRUX N e -
P
35 99 0 - :136
VICINTIY MAP
N. TS.
-- - - - -- 41.25'
i
27.03'
i
2'
(E A. C. PA VEM6NT - --
� L2_
1 1.51,1.751
SAWCUT) 8" CUPP & CUTTTR
79TH STREET - TYPICAL SECTION _
r40POSED
R/W (E) R/W
- 34 -- - - 7.25'
i
27 - -
r ,
2
�(E)
A. C. PAVEMENT
L2_
1 -±l.-75,- 4 57 51
SAWCUT) `8" CURB & GUTTER
E3 D STREET - TYPICAL SECTION
G,1
SAWCUT \-8" MODIFIED CURB & GUT0
rc_'� SOUTH ALLEY - TYPICAL SECTION
G,1
FL
V -GUTTER W/
7.1 ' DEPRESSION
9907.
E NORTH SIDE OF LOT - TYPICAL SECTION
G,1
*D STREET RIGHT OF– WAY TO BE IIA CA TED PRIOR TO COMPLETION OF WORK*
F'OPL "'
,A F
2.67' 1 ±4.92'
f(E) BUILDING
2' I .67'
'-
-------NEW
--NEW FENCING
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__(E CONCRETE
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6- TO 10" MAXI
CURB & GUTTER
EAST EDGE OF LOT - TYPICAL SECTION
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— 17.90' -- Y 5' Qi
1
FLOWLINE-,,,, ft
1.2 a 2.41 1.451 \ 2.0%
cc
6" CONCRETE
CL
6" CURB 1' NA AVE @ 909 z
F SOUTH SIDE OF LOT - TYPICAL SECTION
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LU
GRADING NOTES
TRENCHES GREATER THAN FIVE FEET.
1. ALL GRADING SHALL CONFORM TO 77E CITY OF BAKERSFIELD ORDINANCES AND STANDARDS
27. MAXIMUM SLOPE RA PO FROM BACK OF SIDEWALK TO FACE OF WALL OR SNUCRIWE SHALL BE 4.• 1,
PERTAINING ]HERETO (CALIFORNIA BUILDING CODE, APPENDIX J, 2016) AND SHALL BE SUPERVISED AS
EXCEPT FAR 7W0 FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2X
ENCINEERED GRADING IN ACCORDANCE W7771 APPENDIX ✓ OF THE CALIFORNIA BUrLDING CODE AND THE
ALTERNAT7VEZY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND INE SIDEWALK OR OTHER METHOD
CITY OF BAKERSFIELD ORDINANG£S
70 PREVENT EROSION ONTO THE SIDEWALK.
2. THE DESIGN ENGINEER SHALL EXERCISE SUFPC/ENT SUPERVISORY CONTROL DURING GRAD/NG AND
28. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE Cl'Y OF BAKERSFIELD PUBLIC WORKS
CONSTRUC7701V TO INSURE COMPLIANCE WITH THE PLANS, SPECIRCA77ONS AND CODE WITHIN HIS
DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXIS77NG ACCEPTED STREET RIGHT OF WAY. UNLESS
PURVIEW.
SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEERS ES77UA7F FOR
3. 7HE SOIL ENG/NEER, DESIGN ENGINEER, AND BUILDING O'FICIAL SHALL BE NO WED 48 HOURS PRIOR
THE WORK PERFORMED N17H/N RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR
70 ISSUANCE OF A PERMIT.
TO PLACING ANY MA7FR/AL
4. CONTRACTOR AGREES THAT HE SHALL ASSUME SC!F AND COMPLETF RESPONSIBILITY FOR JOB SIZE
29. IF THE PROJECT IS SUBJECT TO THE PROVSIONS OF THE NA77ONAL POLLUTANT DISCHARGE
ELIMINA77ON SY57FU (NPD£S), A N077CE OF INTENT"' (N01) TO COMPLY WITH THE TERMS OF 7HE
COND/T,ONS DURING THE COURSE OF C007RUCRON OF THIS PROJECT INCLUDING SAFETY OF ALL
PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CON77N000SLY AND NOT BE UM/TED
GENERAL PERMIT TO DISCHARGE STORM WATER ASSOC/ATEDD WITH CONS7RUC776N A077VTY (#V ORDER
TO NORMAL WORK/NG HOURS; AND 7H4 THE CONIRAC70R -WALL DEFEND, INDEMNIFY, AND HOLD THE
N0. 2009-009-DWO AS AMENDED BY ORDER 2010-0014-DHV AND ORDER 2012-0006-D#Q) MUST BE
OWNER, ARCHl7FCT, AND THE ENG/NEER HARMLESS fROV ANY LIABILITY, REAL OR ALLEGED, IN
FLED WTH STATE WA7ER RESOURCES CAN7ROL BOARD. IN SACRAMENTO BEFORE THE BEGYNN/NG OF
0N WITH THE PERFORMANCE OF W1?RK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING
ANY 009SIRU07/0N A071V1Y CA4/PL/ANCE NTH THE GENERAL PERMIT REQUIRES ]HAT A STORY WA7FR
FROM IN
FROMCOIVNTHE SOLE NEGLIGENCE OF 1H£ OWNER, ARCH/7FCT, OR 7H£ ENGINEER.
POLLUTION PREVEN770N PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE
c�
A VA/CABLE FOR PUBLIC /NSPEC770N DURING NORMAL COWS7RUC7/0W HOURS
5. THE GRADING CON7RACTOR SHALL CONTACT ALL COMPANIES WITH UNDERGROUND FALYLI77ES PRIOR
TO BEGINNING CONSTRUCTION AND VERIFY 7HE LOCA PON AND DEPTH OF ALL UNDERGROUND FACILITES,
INCLUDING TEZEPHONE, ELECTRIC, W47FR, SEWER, OIL AND GAS LINED THE ENGINEER ASSUMES NO
JOHOUR
30. 24 HOUR NOPCE. PRIOR TO THE START OF ANY PHASE OF CONSIRUC170N THE CITY
INSPECPRI SECTION SHALL BE GIVEN AT LEAST C HOUR NOTICE. INE SECTION MAYBE
RESPONSIBILITY FOR BURIED LINES NOT INDICATED ON THE PLAN OR FOR INFORMA7TAV OBTAINED fRAII
N07TF/E9 AT (661) 326-3049.
OUTSIDE SOURCES. (USA - 1-800-642-2444)
STEEL POST
31. COMPAC77ON 71ST N07F - COMPAC77ON IESTS SHALL BE THE RESPONSIBILITY OF THE
6. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING ALL AREAS TO f OR - 0.10
DEVELOPER/SUBDIVDER/CONIRACTOR. THE NUMBER AND LOCA77ON OF REQUIRED 7FSTS SHALL BE
FOOT. IF AN AREA SHOULD BE FOUND 70 BE MORE THAN O 10 FOOT OUT OF TOLERANCE AFTER
DETERMINED BY INE CITY ENGINEER.
AND TTHE OF GRADING THE COVIRACTOR SHALL RETURN AND CORRECT THE
COUPACGRADING
AG
GRADING AT NO COST TO THE OWNER.
ST TO
32. ANY PUBLIC FACIL177ES IN THE STREET RIGHT-OF-WAY WITHIN THE PROPERTY FRONTAGE WY1CH
ARE SUBSTANDARD OR DAMAGED WILL REQUIRE RE0NS7RUC770N OR REPAIR AS DETERMINED BY THE
7. THE CONTRACTOR SHALL W,471R AS REQUIRED DURING TIE GRADING OPERATIONS TO PREVENT THE
CITY ENGINEER.
OCCURRENCE OF A DUST NUISANCE AND SHALL PR07FCT CURBS AND OTHER 69.EC73 WHICH ARE TO
Q)
REMAIN. DUST CONTROL SHALL CONFORM TO THE SAN J0,40UIN VALLEY UNIFIED AIR PCLLU770)V
33. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TNO (2) XORKING DAYS PRIOR TO
CONTROL D157PICT REGULAPONS.
CONSTRUCPON (1-800-612-2444).
8. EXCAVA77ON - EXCAVA77ON SHALL CONSIST OF ALL EXCAVA77ON INVOLVED IN GRADING 7H£
PROJECT AS SHOWN ON THE PLANS. THIS SHALL INCLUDE EXPOR771VG MATERIAL TO AN Off -97F
LOCA 77ON, AS REQUIRED.
:D
LL
9. EMBANKMENTS - EMBANKMENT CONSTRUCTION SHALL CONSIST OF CONS7RU077NG EMBANKMENTS,
INCLUDING THE PR£PARA77ON OF AREAS WHERE THEY ARE TO BE PLACED, THE CONSTRUCTION OF
DIKES WITHIN OR OUTSIDE THE CONS7RUCPON AREA, THE PLACING AND COMPAC77NG OF APPROVED
MATERIAL WITHIN THE CONS7RUC7701V AREA WHERE UNSUITABLE MATERAL HAS BEEN REMOVED, AND
THE PLACING AND COMPAC77NG OF EMBANKMENT MA7FR/AL /N HOLES, PITS; AND DEPRESSIONS. IT
SHOULD ALSO CONSIST OF PREPARING SUB -GRADE AT 7HE GRAD/NG PLANE, CONFORMING TO THE
GRADE TOLERANCE, DOING NECESSARY PLOWING OR BENCH/NG IMPOR77NG OR EXPOR77NG PLACING AND
COMPAC77NG MA71RlAL TO THE UNE AND GRADES SHOW ON THE PLANS. ALL EMBANKMENT
r
CONS7RUC770N SHALL BE CONSIDERED AS INCLUDED IN THE CONTRACT PR/CE.
10. THE WORK EMBRACED HEREIN SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIRCA77ONS OF
7HE STA IF OF CALIFORNIA DEPARTMENT OF TRANSPORTA770AI DA7ED XLY 2015, INSOFAR AS THE
SAME MAY APPLY /N ACCORDANCE WITH THE NOTES HERON. IN CASE OF CONFLICT W H THE STANDARD
SPECIRCA77ONS AND ANY N07ES HEREON, THE NO71S HEREON SHALL TAKE PRECEDENCE OVER AND BE
USED IN LIEU OF SUCH Off ZICT TNG POR77ONS SAID SPECIFICA77ONS SHALL APPL Y BUT NOT BE
LIU17ED TO THE FOLLOWING:
A) ALL CONCRE7F SHALL BE CLASS 17' USING TYPE V CEMENT AS IN ACCORDANCE WAFT
0
N
SEC77ON 90 AND SHALL HAVE AT LEAST 2500 PSI COMPRESSIVE S7RENGTH AT 28 DAYS
UNLESS OTHERWISE SPECIFIED.
B) ASPHAL PC CONCRE71- SHALL BE TYPE 9', 1/2' MAXIMUM, MEDIUM GRADED, AND
IN77MATEL Y MIXED WITH 5-6.5X ASPHALT. NO R.A.P. (RECLAIMED ASPHALT PAVEMENT) SHALL
BE USED. ASPHALT SHALL BE PERFORMANCE GRADE PG64-10.
.`
Q
Q
11. SWANSON ENGINEERING SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES To
OR USES OF, THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED, IN NNl7TNG BY
SWANSON ENGINEERING.
12. NOT USED
13. PRIOR TO COMMENCING CONS7RUC770N, CONTRACTOR SHALL POTHOLE ALL U77LI77ES THAT WILL BE
AfTECIED BY THIS CONS7RUC770N TO DEIFRM/NE IF ANY U77LITY CONFLICTS EXIST. ANY UTILITY
CONFLICTS SHALL BE BROUGHT TO THE AT7FN770N OF THE ENGINEER SO THAT DESIGN CHANGES CAN
BE MADE PRIOR TO THE START OF CONS7RUC776N
14. UPON COMPLETION OF GRADING AND BEFORE THE STAR,' OF 0007RUC710N, A RNAL SOILS REPORT
SHALL BE PREPARED BY THE SOIL ENGINEER.
15. THE SOIL ENGINEER SHALL REVEW ALL EXCAVA77ONS PRIOR TO BACKFILLING AND SHALL BE
N077FIED OF ANY 17FM ENCOUNTERED DURIVG THE CRADING OPERA77ONS THAT MIGHT AfFECT
FOUNDA7701V STABILITY SO THAT RECOMMENDATIONS CAN BE MADE BY THE SOIL ENGINEER.
16. CUT AND RLL SLOPES NEARER THAN FIVE FEET fROM THE BUILDING FOUNDA77ONS SHALL NOT BE
STEEPER THAN 5.• 1. CUT AND RLL SLOPES SHALL NOT BE STEEPER THAN 2.• 1 FOR SLOPES FARTHER
THAN FIVE FEET FROM F0077NG LINES
17. ALL SLOPES GREATER THAN THREE FEET IN WER77CAL HEIGHT SHALL BE PREPARED AND MAINTAINED
TO PREVENT EROSION.
18. IMPORTED FILL MA7FRIAL SHOULD CONSIST OF ESSEN77ALL Y GRANULAR, SIL TY SANDS WITH LOW
EXPANSION P07FN77AL AND fREE OF GRASSES, WEEDS, ROCKS LARGER THAN TWO INCHES IN DIAMETER,
DEBRIS, AND SOLUBLE SULFA IFS IN EXCESS OF 200 PARTS PER MILLION. IMPOR70 FILL SHOULD
CONTAIN SUf77C/ENT SILT AND CLAY BINDER TO RENDER THEM STABLE IN F0077NG TRENCHES AND
CAPABLE OF MAINTAINING SPECIFIED EL£VA77ON TOLERANCES DURING PAVING OPERA77ONS
IMPORTED SOILS SHOULD ALSO MEET THE FOLLOWING CRITERIA:
A) MAXIMUM X PASSING 1200 SIEVE ....... 50
B,' MAXIMUM LIQUID LIMIT ........... I . 40
C,; MAXIMUM PLASPCITY INDEX .......... 14
DI" MINIMUM R -VALUE ............... 5C
E MAXIMUM EXPANSION INDEX .......... 2c,
19. CLEARING AND GRUBBING - REMOVE ALL DEBRIS SUCH AS METAL, TRASH, BROKEN CONCRETE,
VEGETA PON OTHER BIODEGRADABLE SUBSTANCES, AND UNSUITABLE SOIL FROM AREAS TO BE GRADED
UNSUITABLE SOIL IS SOIL THAT, IN THE OPINION OF THE BUILDING OFFICIAL, SOIL ENG/NEER, OR CIVL
ENGINEER, IS NOT COMPE7ENT TO SUPPORT OTHER SOIL OR S7RUCRIRES, OR TO SA77SFACTORILY
PERFORM ANY OTHER FUNC77ONS FOR WHICH THE SOIL IS INIFNDED.
20. AREAS TO RECEIVE FILL SHALL BE SCARIFIED SX INCHES, OR AS RECOMMENDED IN THE SOIL
REPORT, WHICHEVER /S GREATER, UN77L THE SURFACE /S fPEE fROM RU IS HUMMOCKS OR OTHER
UNEVEN FEATURES WHICH WOULD 7FND TO PREVENT UNIFORM COMPAC77ON BY THE EQUIPMENT TO BE
USED. MOISTEN AND COMPACT TO AT LEAST 9OX OF 7HE MAXIMUM DENSITY PER ASTM D1557 UNLESS
07HERWSE SPECIFIED.
21. ENGINEERED FILL MA71RlALS SHOULD BE PLACED IN TH,"✓ LAYERS (LESS THAN EICHT INCHES
UNCOMPACIED THICKNESS), BROUGHT TO NEAR THE OP77MLIM MOISTURE CONTENT OR TO A MOISTURE
CONTENT COMMENSURATE NTH EFIEC'NVE COMPACTION ANG SOIL STABILITY, AND COMPACTED TO A
MIN/MUM OF 90 PERCENT OF THE MAX/MUM DENS/TY OBTAINABLE BY ASTM TEST METHOD D1557.
22. QUAN7777ES FOR EARTHWORK
EXCAVATION - 120.00 C. Y.
EVSANKMENT - 0 C. Y.
OUAIV7777ES ARE FOR GRADING PERMIT ONL Y. THE ENGINEER MAKES NO WARRANTY OF 7HE
ANPCIPATFD SHRINKAGE FACTOR. THE CONTRACTOR SHALL NOT USE THESE QUAN7777ES TO
BASE HIS BID ON. THE GRADING PLAN DOES NOT NECESSARILY INDICA 7F A BALANCED 5/7F.
CONTRACTOR SHALL BE RESPONSIBLE FOR IMPOR77NG MA7FR/ALS fROM AN OFF-SITE LOCA 770/v
OR EXPOR77NG EXCESS MATERIAL 70 AN OfF--Sl7F LOCA770N, AS NEEDED.
23. CONTRACTOR TO VERIFY DIMENSIONS AND ELEVA77ONS OF EXISPNG IMPROVEMENTS /N THE FIELD
BEFORE PROCEEDING WITH WORK. ANY DISCREPANCIES THAT WILL AFFECT PE --INS TO EX/S7TNG
IMPROVEMENTS SHALL BE BROUGHT TO THE ATIFN77ON OF THE ENGINEER BEFORE PROCEEDING WITH
ANY NORK.
24. NOT USED
25. PAVEMENT AND FLATWORK AREA PREPARA770N.• GROUND SURFACES TO RECEIVE CONCRE7F
DRIVEWAY AND B17UM/NOUS PAVEMENTS SHOULD BE SCARIFIED AND COMPAC7ED TO A MINIMUM DEPTH
OF 12 INCHES BELOW THE GRADING PLANE IN CUT AREAS OR TO 12 INCHES IN AREAS TO RECEIVE FILL.
ENGINEERED FILL PLACED IN PROPOSED PAVEMENT AREAS SHOULD BE COMPACTED TO A MINIMUM OF
90 PERCENT OF THE MAXIMUM DENSITY AS OBTAINED BY ASTM TEST METHOD D1557, AND SHOULD
EXTEND TO A MINIMUM OF TWO FEET BEYOND THE OUTSIDE EDGES OF PAVEMENT.
26. ALL 7RENCHES AND EXCAVA77ONS SHALL BE 0067RUCTED IN STRICT COMPLIANCE WITH 7H£
APPLICABLE CALIFORNIA AND FEDERAL O.S.H.A. REQUIREMENTS AND OTHER APPLICABLE SAFETY
ORDINANCES CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR 7RENCH SHORING DESIGN AND
INSTALLATION. CONTRACTORS SHALL OBTAIN APPLICABLE O.S.H.A. PERMITS OREN WORKMEN MUST ENTER
f. MIN
FINISHED GRADE -1
VR=112"
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5X (1' DEPRESSION) MAX
GUTTER CROSS SLOPE AT
A CURB RAMP.
NOTE:
CLASS :3' CONCRETE (5 1/2 SACK)
EXPANSTAV JOINTS' EA. 30'
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10" MAX
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AWAY fROM TRAfR7C AREAS, DRAINAGE COURSES, AND STORM DRAIN INLETS.
4. EMPLOYEES, SUBCONTRACTORS AND SUPPLIERS SHALL BE EDUCATED OW ALL
8MPS, INaUD/NG CONCRETE WASTE STORAGE AND DISPOSAL PROCEDURES.
5. SEDIMENT CONTROL PRACTICES SHALL EFFECTIVELY PREVENT A NET INCREASE OF
SEDIIMENT LOAD IN STORM WATER DISCHARGE.
6. WA TSR 97F IN COMPLIANCE W/ CASQA WE -1,
7. SWEEP STREET DAIL Y IN COMPLIANCE W/ CASQA 5E-7.
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DRAIN SYSTEM
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AWAY fROM TRAfR7C AREAS, DRAINAGE COURSES, AND STORM DRAIN INLETS.
4. EMPLOYEES, SUBCONTRACTORS AND SUPPLIERS SHALL BE EDUCATED OW ALL
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5. SEDIMENT CONTROL PRACTICES SHALL EFFECTIVELY PREVENT A NET INCREASE OF
SEDIIMENT LOAD IN STORM WATER DISCHARGE.
6. WA TSR 97F IN COMPLIANCE W/ CASQA WE -1,
7. SWEEP STREET DAIL Y IN COMPLIANCE W/ CASQA 5E-7.
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