HomeMy WebLinkAbout6.1-1782APPROVED BY
PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD
-M4e+<0' FIDLER R.C.E 61069 (EXPIRES 12/31/2018)
NtC(JI„AS
SITE STATISTICS:
1. APN: 170-150-16
2.PARCEL SIZE: 6.00 ACRES
3. ZONING: M-1 LIGHT MANUFACTURING ZONE
4. FLOOD ZONE: "X" (PANEL 06029C2325E, DATED 9/26/2008). PROJECT AREA
DETERMINED TO BE LESS THAN THE 0.2% ANNUAL CHANCE OF FLOODING
5. SEWER: CITY OF BAKERSFIELD
6. WATER: WITHIN CALIFORNIA WATER SERVICE AREA BOUNDARY
7. DRAINAGE: IN CONFORMANCE WITH THE CITY OF BAKERSFIELD STANDARDS
BENCHMARK USED:
NATIONAL GEODETIC SURVEY (NGS) MENCH MARK (BM)
DESIGNATED "V 364"
ELEVATION = 378.16 NAVD 1988 ORTHO HEIGHT
BASIS OF BEARINGS:
THE BEARING OF NORTH 00005'59"E SHOWN FOR THE CENTERLINE
OF MADISON STREET PER PARCEL MAP No. 10235 RECORDED
DECEMBER 21, 2001, IN PARCEL MAP BOOK 52, AT PAGE 39
IN THE OFFICE OF THE KERN COUNTY RECORDER WAS TAKEN AS
THE BASIS OF BEARINGS SHOWN HEREON.
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• ..-. • w
X 1
i
r r
• {r !
r r
i r
•
•
i'
r
#
M • '
♦
# r
r w
r
! lr
1
•
!
•
!
r
J. 11i
A
A
r
• r
•
•
r }IIIc:
A A
i !
r r
♦ # �' • i. 'XM' Y. /r' r - - y On
r s • r • �. Uj1 - • r -
r ! •
11. IN THE EVENT
• _w
!
BASED
1 A
CONSULTANT'S DRAWINGS
OR
OTHER DOCUMENTS IS
!
• •
BY OTHER THAN THE CONSULTANT, CLIENT AGREES3'
TO • r iHARMLESS
-
! ALL
LIABILITY X
FROM THE USE OF SAID PLANS, DRAWINGS OR OTHER DOCUMENTS.
12. ALL EXISTING PAVING # :: r SURFACING rr,DAMAGED • - UNDERCUT SHALL ...
REPLACED
r♦.r -
r:h • ACCORDANCE r " r DRAWING
A -
13. COMPAC11ON TESTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE NUMBER
AND LOCA11ON OF Qr TESTS SHALL BE
DETERMINED BY THE CITY ENGINEER. THE
COST OF RETESTING TO FAILED # i
COMPACTION • BE
• -
THE l
• ! - '.
14. LAV/PINNACLE ENGINEERING, INC. SHALL NOT BE
RESPONSIBLE OR !
UNAUTHORIZED
•
1
PLANS.
X X THESE PLANS ! r !
• • i
!
r
WRITING IN
rr.
`.
MUST BE r
• r
PINNACLE
15. SEE UTILITY AND ARCHITECT'S
IMPROVEMENT
PLANS
# ARE
PART
A•
OF
PROJECT.
16. THE CONTRACTOR SHALL BE
RESPONSIBLE
FOR DEWATERING l
IA •
PIPING BECOME
DAMAGED
1 #r DUE
TO WATER
INFILTRATION,
CONTRACTORS
RESPONSIBILITY
•Ii : REPAIR
TRENCH THE
•
THE
!: w
AND •'
SATISFACTION
OF THE ENGINEER
AT THE
CONTRACTORS
17.- FLOODING OR WATER JETTING SHALL NOT BE USED FOR BACKFILL COMPACTION.
18. DRAWINGS SHOWN ON THIS SHEET ARE FOR REFERENCE ONLY. CONTRACTOR SHALL
OBTAIN 1 COPY OF"CITY OF BAKERSFIELD SUBDIVISION STANDARDS**"
AND DRAWINGS FOR
HIS USE. THESE STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF
19. IF THE PROJECT IS SUBJECT
TO THE PROVISIONS OF THE
1
♦
POLLUTANT
DISCHARGE ELIMINATION SYSTEM (NPDES), A
-NOTICE OF INTENT"
COMPLY WITH
TERMSTHE
w w
OF
r DISCHARGE
WATER ASSOCIATED
F
!. r
CONSTRUCTION AC11VITY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER
2010 -0014 -DWG AND! r2012-0006-DWQ) MUST BE FILED NTH STATE WATER
RESOURCES
E i • !-! : BOARD _ SACRAMENTO
#•.. M • Iw BEGINNING
OF
r
CONSTRUCTION
COMPLIANCE
#
NORMALSTORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY
CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING
CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION r NUMBER
r
HAS BEEN ISSUED BY STATE WATER
RESOURCES
BOARD FOR THIS PROJECT.
BASED20. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD
PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXIIS11NG ACCEPTED
STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT,
APPROVED INSURANCE AND SECURITY ON AN APPROVED ENGINEER'S A. :.
FOR THE WORK PERFORMED WITHIN THE
!SHALL
POSTED PRIOR TO
ISSUANCE OF PERMIT.
PUBLIC21. NO WORKS INSPECTIONS
THE •
• UNDEDICATED
r r
ROADWAYS IN THIS PROPERTY UNTIL A SUBDIVISION PERMIT OBTAINED.
"
PUBLIC22.
ANY
WORK CONNECTING
EXISTING
r1 r
i
A FROM ir
TRACTSREQUIRE AN ENGINEER'S ES11MATE FOR THE WORK IN THE EXISTING PUBLIC
RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR
WITH
PRIVATE
-1 STREETS, PARCEL
: h • AM'. IMPROVEMENTS,
11 r PUBLIC
11 rr �: TRACTS
• , ••
WITHOUT
r r
23. INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCATIONS.
24. NOTE FOR 95% COMPACTION FULL PAVEMENT SEC11ON TO AT
UNDER AND
h • AND COMMERCIAL r• APPROACHES._
25. A M
SHALL
BE STAMPED M •
INTO !
ANY NEW
SEWER
26. PRIOR TO PAVING THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT
CONDITIONS RX '. SAME
..h ' . AS SHOWN
,. -- APPROVED
!r.• ill ♦
SHOULD
CONDITIONS BE
•
CHANGED, r PLAN SHALL
BE SUBMITTED TO THE CITY FOR
APPROVAL
.i•y i DAYS
ll y PRIOR
TO
PAVING.
27. UFMINAIRES SHALL
BE
SOLID STATE
DIODE
LOCK
PHOTOCELL
•
r' • AND SHALL CONFORMTO THE LATEST REQUIREMENTS
CURRENT CITY OF r
i LED STREET LIGHTING SPECIFICATIONS.
28. WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET LIGHTS SHALL
BE INSTALLED! i, iARE
SHOWN
SLOPE29. MAXIMUM M
!r
# i SIDEWALK A # A STRUCTURE
SLOPE SHALL BE 2X ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBINGSHALL BE 4:1, EXCEPT FOR TWO FEET BEYOND THE SIDEWALK WHERE THE MAXIMUM
BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK.
wrA2 RQ
,
1. ALL
GRADING AND SITE
PREPARATION
A! SHALL • A
t
CONFORM
! r SHALL
CONFORM ,:. A .. • :. $ 111 'w w ::, .:
APPENDIX
OF i EDITION) • ySTANDARDS PERTAINING THERETO.
2. THE SOILS
REPORT
rO• rr -:, iy ,r r BY
i ♦ ♦ AND
ASSOCIATES,
:;a } r OCTOBER
• M' , :
SHALL, 2016
CONSIDERED
X PART
E A • OF
PLANS,
rd AND
ALL PROVISIONS THEREIN
:-. - SHALL
BE
ADHERED
SOILS
REPORT,
. •! 11I1 AND
AGENCY STANDARDS,
k - MORE
RESTRICTIVE
RiU SPECIFICATION
A SHALL
3. ALL DESIGN ELEVATIONS SHOWN ARE TO FINISH GRADE.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING THE PAD AND PAVING AREAS TO
0.1 FOOT . r
OF SHOULD FOUND TO BE MORE
0.1 FOOT •OM THE DESIGN w
ADt ELEVATION AFTER COMPLE11ON OF GRADING, THE
CONTRACTOR SHALL RETURN AND CORRECT THE GRADING AT NO COST TO THE OWNER.
5. CONTRACTOR SHALL OBTAIN # NECESSARY PERMITS
r BEFORE START
OF CONSTRUCTION. -i
A PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD FOR ANY WORK TO BE
PERFORMED
••r RIGHT-OF-WAY.
6. UPON COMPLETION
OBEFORE
SOILS REPORT COVERING! AND GRADINGBE SUBMITTED TO
THE ENGINEER AND BUILDING !
PROBLEM OR !
DURING
COURSEOF i
THE RESPONSIBILITY OF r ,
IMMEDIATELY
PRIOR
rO- -. O ANY
FURTHER
e • r
K.
r �► i !
r i
i r r
t
9. DUST CONTROL: IT SHALL BE i i PREVENT A DUST
OPERATIONSNUISANCE FROM ORIGINATING FROM THE SITE OF WORK AS A RESULT OF HIS
DURING
PERIOD OF !
TAKEN BY CONTRACTOR
INCLUDE, BUT NOT BE
LIMITEDTO THE FOLLOWING:
A.
:' ♦ R SHALL
BE
APPLIED
. rr.' ALL
UNPAVED
1 #.- #. AS
REQUIRED
: PREVENT • ...
i w
r,
THE SURFACES FROM BECOMING DRY ENOUGH TO PERMIT DUST FORMATION.
B. PAVED SURFACES OVER WHICH VEHICULAR TRAFFIC IS PERMITTED TO TRAVEL
SHALL M
E KEPT FREE OF DIRT.
10. THE CONTRACTOR IS RESPONSIBLE FOR AND
# i ! • r
ALL EXISTING UTILITIES PRIOR TO BEGINNING OF ANY WORK. CALL U.S.A. UNDERGROUND
ALERT (800) 227-2600 PRIOR TO ANY CONSTRUCTION OR EXCAVATION.
11. THE GEOTECHNICAL ENGINEER SHALL PROVIDE SUFFICIENT INSPEC11ONS DURING THE
PREPARATION OF THE NATURAL GROUND AND THE PLACEMENT AND COMPACTION OF THE
FILL TO
BE SATISFIED THAT THE
WORK
BEING
PERFORMED
- • ! w ACCORDANCE
!A
PLAN AND APPLICABLE CODE REQUIREMENTS.
12. EXISTING
r
UNDERGROUND
HAVE
! A ACCORDING
! i , r •
AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR
OMISSIONS BE THE CONTRACTOR'S s
LOCATION
13. ALL U11LITIES PRIOR TO CONSTRUCTION.
• • 1�
# ♦ A SEARCHING
r i !°
SHOULD BE
PERFORMED
! rCONCEALED
SUBSURFACE OBSTRUCTIONS.ABANDONED
REMOVED. IF THE TERMINUS OF ANY ABANDONED PIPING IS OUTSIDE THE PROJECT LIMITS,
THE PIPING SHOULD BE REMOVED WITHIN THE PROJECT AND PROPERLY CAPPED AT THE
PROJECT BOUNDARY.
14. CONTRACTOR
JOB SITE COND111ONSDURING THE COURSEOF ! , R # OF r -i
INCLUDING
SAFETY OF F -
PERSONS AND
PROPERTY-
• i • REQUIREMENT
A SHALL
APPLY CON11NUOUSLY AND NOT
BE LIMITED TO NORMALi ! AND THAT THE
CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER
HARMLESS FROM
lIF •
EAL OR ALLEGED, IN CONNEC11ON WITH THE
PERFORMANCE
EXCEPTING
LIABILITY ARISING
SOLE NEGLIGENCE
OF OWNEROR
THE ENGINEER.
INTENTIONALLY15. BLANK.
16. ALL ONSITE OR OBSTRUCTIONS SHALLREMOVED - ♦ !- AT
CONTRACTOR'S r
17. ANY EXISTING Mi-! ORREMOVED, DAMAGED OR UNDERCUT BY
CONTRACTOR'S OPERATIONS SHALL BE
ENGINEER AND APPROVED BY THE COUNTY OF KERN AT THE CONTRACTOR'S EXPENSE.
i 8. ALL CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL.
19. SITE AND GRADING DONE UNDER! OF
GEOTECHNICAL ENGINEER. THE GEOTECHNICAL ENGINEER, DESIGN ENGINEER, AND BUILDING
OFFICIAL SHALL BE N011FIED AT LEAST 48
HOURS OF
20. THE SITE SHALL BE CLEARED AND GRUBBED OF ALL VEGETATION, INCLUDING ROOTS,
LOOSE r OTHER DELETERIOUS MATERIALS. ANY HOLE OR
VOIDS
AFTER THE REMOVAL OF TREES, ROOTS, SEP11C TANKS, ABANDONED FOUNDATIONS,
PIPELINES
M THE LIKE, LL ii
r ENGINEER.
a
A REQUIRED
Ii
SLOPES21. FILL MATERIAL SHALL BE SUBJECT TO THE SOILS ENGINEER'S APPROVAL.
22. ALL FILL NOT HORIZONTALLY
EXISTING OR PLANNED CUT SLOPES.
23. THE CUT AND FILL QUANTITIES ARE CALCULATED USING A COMPACTION FACTOR OF 207o.
THE ENGINEER MAKES NO WARRANTEE EITHER DIRECT OR IMPLIED THAT THIS WILL BE THE
ACTUAL
X ! !M` l ! FACTOR.
!,. •. A DEFICIENCY OR AN EXCESS
OF SOIL
ARISES, ,
CONTACTGRADING CONTRACTOR ' SHALL IMMEDIATELY
DETERMINE IF ADJUSTMENTS
A: xr i i BALANCE
d r AND
24. THE CUT A
A
A A
AND •SHOWN
ON !
PURPOSES
PLAN,THE CONTRACTOR SHALL, AFTER EXAMINING THE
iREPORT ANDTHE SITE
TERRAIN, PREPARE HIS
PRICE FOR THE PROJECT,
A 1 • w BASED ON HIS OWN
EXPORTWORK
C.
25. MATERIAL
a. SHALL BE DISPOSED ! X AN
APPROVED
INSPECTOR AT OF -Ar
•,.
THE CONTRACTOR !i .r SUBDIVIDER t THE ENGINEER THE
L':. • y i OF
BORROW ♦. - #. REQUIRED)
n : ! wl r PRIOR
•i •:. .. BEGINNING CONSTRUCTION.
29. SEE ARCHITECT'S DETAIL SHEET FOR DETAILS
ARCHITECT'S PLAN FOR
DIMENSIONS
30. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE PLAN
AND
SPECIFICATIONSOR r DISCREPANCIES
OMISSIONS
SHALL SUBMIT h WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF,
wr PRICE Ir THE ri
PRIOR
•
a
". ! r.. is ', A ,:, � ": a *" ,,'" A �y .x i A *1<.� A y 11 A •
• 111
# ! A r A x r � • r
i !
QSAM.Q NQIM (QQNI
32. ANY TRENCHING TO BE DONE WITHIN THE PROJECT SHALL BE BACKFILLED AND
r ; REPORT.
i, r i i
33. SURFACE iiRAINAGE SHALL BE , MINIMUM, EXCEPT AS WAVED BY THE BUILDING
OFFICIAL.
34. IT IS THE RESPONSIBILITY
r w r OF CONTRACTOR
i i
FAMILIARIZE
THE FOREGOING r A i NOTIFY ENGINEER PREPARATION
BEGINS AND BEFORE PLACEMENT
t.:. • ANDINFORM ENGINEER IF ITEMS
WHICH MIGHT EFFECT FOUNDA11ON STABILITY ARE ENCOUNTERED DURING EARTHWORK
OPERA11ONS SO THAT THEY MAY BE TREATED UNDER HIS DIRECTION (THESE MIGHT
INCLUDE BURIED TRASH- VEGETATION,PIPELINES, ABANDONED WELLS, • r FILLS, ETC.)
FLOODING,35. i i! ! !r !•! i
BE !
PERMITTED.
ABANDONED36. ANY
•
PROPERTY DISCOVERED rGRADING
,i
ADEQUATELY
.♦ CAPPED
r ACCORDANCE
•• 'S , ALL APPLICABLE
!!A i COUNTYAND STATE
ORDINANCES.
37. A BERM OR DRAINAGE SWALE SHALL BE CONSTRUCTED, ALONG THE TOP OF ALL CUT
AND FILL SLOPES PREVENT
*" RUNOFF FROM
1• til SLOPE.
! FACE OF
ALL CUT AND FILL SLOPES SHALL BE PLANTED WITH A GROUND COVER INDIGENOUS TO
THE AREA.
38. UNLESS
OTHERWISE r !INVESTIGATION,
GROUND
.. -i r:. SURFACES
♦ -. i RECEIVE CONCRETE
• r.I.1 ♦ i BITUMINOUS ! A`
SHOULD ! r r ia
,; r
OF
BELOW EXISTING GROUND SURFACE
111 A .. AREAS
• , O B FILLED. i i , i :.
METHOD IN
PROPOSED PAVEMENT AREAS SHOULD BE TO A MINIMUM OF NINETY-FIVE PERCENT (95%)
! it
OF MAXIMUM r OBTAINED r
AND
#
! i BEYOND • r
EDGES r SHOULD i i DISTANCE
OF PAVEMENTS.
• ♦ AREAS
i Rwr ARE
O •r PLACED
it BE
DISTANCE COMPACTED i DENSITYOF
• r THE OUTSIDE r OF
FOUNDATIONS OF
DEPTH OF OVEREXCAVATION AND COMPACTION IN PAD AREAS SHALL BE ONE FOOT
BELOW GROUND • - ! r
i OF OVER -EXCAVATED MATERSHALL BE r ! AT LEAST NINETY PERCENT
OF DENSITY.
40. A AREAS
x
TO BE
CLEARED
r ALL
VEGETATION AND ! MUNSUITABLE
1 -
MATERIAL A
FOR A STRUCTURAL FILL AND THE AREA
BE
SCARIFIED r -
!
im r !
TO A DEPTH OF 6
A r
J AREAS $ SHALL
SLOPING
r KEYED r # • !
42. FILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING 6" IN COMPACTED ,
THICKNESS AND COMPACTED AT OPTIMUM
43. ALL FILL TO BE COMPACTED TO A MINIMUM OF 90% MAXIMUM DENSITY AS DETERMINED
BY C.B.C. APPENDIX CHAPTER 33 AND SO CERTIFIED BY TESTS AND REPORTS FROM
SOILS ENGINEER.
44. i PREPARING THESE
PLANS WILL UNAUTHORIZED
CHANGES ENGINEER
NOT
ENGINEERING,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 PINNACLE
CIVIL
45. PURSUANT
OF
CALIFORNIArCODE,
ENGINEER, THE SOILS ENGINEER, OR THE ENGINEERING GEOLOGIST OF ! r IS
CHANGED DURING GRADING,• • r UNTIL THE REPLACEMENT
HAS AGREED IN WRITING TO ACCEPT THEIR RESPONSIBILITY WITHIN THEIR AREA OF
TECHNICAL COMPETENCE FOR APPROVAL UPON COMPLETION OF THE WORK. IT SHALL BE
THE DUTY ♦" !
TO
BUILDING OFFICIAL
EORTLCHANGE PRIOR TO THE RECOMMENCEMENT OF SUCH GRADING.
A ,
. :D CEMT . • ':,
M A
PORTLAND
1
r ii
•CURBS, #
r OTHER
"FLA •SHALL CONFORM •' THE PROVISIONS OF SECTION 40 AND 90 OF, THE STATE
OF A aY y y -r SPECIFICATIONS," A OTHERWISE •r r BY
PLANS,
y !yli CONTRACT
.• y DOCUMENTS.
ARCHITECT'S
PLANS
x § r CONTRACT
#s' DOCUMENTS Or► STRUCTURAL
r a •M OR
CONCRETE FOUNDATIONS.
2. QQhQUIE
2.1 CLASS PORTLAND
# 1 # i • r OF
564 POUNDS PER CUBIC YARD Ml HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000
PSI IN
• "' DAYS.
2.2 r
CLASSA ! $ PORTLAND CEMENT CONTENTOF
POUNDS PER CUBIC YARD AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI
IN 28 DAYS.
CONCRETE2.3 CLASS C: CLASS C
MINIMUM r
A
♦
#i r CEMENT CONTENT
OF 376 POUNDS
l :., PER
!°. YARD
r ,.' ► ;+ HAVE
� r • - #::�
i rr • i
PSI
DAYS.
3. • ! r
WHERE
REINFORCED i i THE
i REINFORCING
!• CONFORMING TO
APPLICABLE PROVISIONS OFTHE STATESPECIFICATIONS,FURNISHED AND
INSTALLED.
4.
PORTLANDCEMENTr i' r r
CONCRETERAMPS, AND SIDEWALKS, AND CLASS A FOR CROSS GUTTERS, DRIVEWAY APPROACHES, ANk
ANY OTHER CONCRETE IMPROVEMENT
SUBJECT
CONFORM ! THE
REQUIREMENTS i "PORTLAND CEMENT CONCRETE",OF
STATE SPECIFICATIONS.
CROSS - r r
• - r
♦ i A
r DRIVEWAY
• .. • r IN
SECTION "CONCRETE CURBS r r
•
• r i •
THE STATE SPECIFICATIONS. DRIVE APPROACHES SHALL NOT BE CONSTRUCTED WITHIN
TEN FEET OF CURB r, r..r;.. MEASURED1rOM RETURN rGE APPROACH, ! i 1r •. M!
r r r
JNLESS APPROVED EXPANSION JOINTS
%-INCH PREMOLDED EXPANSION JOINT FILLER PER SEC11ON 51-1.12 OF THE STATE
SPECIFICATIONS, OR (B) 2 -INCH DEEP
SCORED JOINTEXTRUSION
MACHINE #
CONCRETEi
CONSTRUCTED IN CONFORMANCE WITH THE
STANDARD DETAILS. WHITE PIGMENTED CURING COMPOUNDS, CONFORMING TO ASTM C-309,
SHALL BE APPLIED TO ALL EXPOSED SURFACES OF CONCRETE IMPROVEMENTS TO PROVIDE
COMPLETE AND UNIFORM COVERAGE. CURING COMPOUND SHALL BE APPLIED WITHIN 1 HOUR
#f CONCRETE
X. p. d k, r y y M. A • i ! • •
i
! r s
r
r # r! ! r
M i i411: ♦• ,•• y A # r # - A i r r i• r A r
r i i
r
r
# A r U61 -V # willmalmmiumml ! #
pCONTRACTOR SHALL
TO THE ENGINEER FOR APPROVAL DESIGN
THE MIX PROPOSED • DESIGN
SAND, COARSE
AGGREGATE
AND WATER
TO BE, r TOGETHER WITH A GRADIN
ANALYSIS
A '
# j
, .:. # h A
!! rCOARSE
ENTERING
. ,- ' , # THE
SHALL / BE
a. BE
APPROVED
i P - r .tel!.
THE ENGINEER MIX
PRIOR
M, r CONCRETE.
# °
• • ANY
.< ACCORDANCE THE
PLANS AND SPECIFICATIONS,A i A! r•
NEW PC CONCRETE IS SHOWN TO JOIN EXISTING PC CONCRETE.
r �
RCE 43130
m- - - - - - - - - - - - � -I'll I'll
CITY RECORDS NO.
i i i
r
l
I
1
t i
I
I
f
t
14
'II
4
f
w
i i i
l
I
t i
I
I
f
t l
1. ASPHALT
:. PA CONCRETE: ASPHALT
!A. ,MM SHALL L (MODIFIED)
FOR
ALL
ARTERIAL AND COLLECTOR STREETS AND TYPE -B" (MODIFIED)LOCAL
CONFORMAND SHALL
THE STANDARD SPECIFICATIONS AND THESE PROVISIONS.
2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR
P xv (MODIFIED) OR i1i ASPHALT CONCRETE SHx i i- TO
THE REQUIREMENTS OF SEC11ON 39-2.02, "AGGREGATE," OF THE STANDARD
SPECIFICATIONS i# rMAXIMUM,GRADING.MEDIUM
3. ASPHALT BINDER FOR TYPE "A" (MODIFIED) ASPHALT CONCRETE SHALL BE PG64-10
PERFORMANCE #*# ASPHALT, OTHERWISE DIRECTED
GRADEDENGINEER. ASPHALT BINDER FOR TYPE "B" (MODIFIED) ASPHALT CONCRETE SHALL BE
PG64-10 PERFORMANCE UNLESS..
ENGINEER.RECTED BY THE CITY
ASPHALTSHALL
CONFORM i THE REQUIREMENTS
TABLE FOR "STEAM -REFINED PAVING ASPHALTS," IN SECTION 92-1.02, "GRADES," OF
THE STANDARD
ix ~ SPECIFICATIONS. X.i
4. THE AMOUNT OF THE ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE
SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST
METHOD 367 USING SAMPLESOF MATERIALS ,._il.i FOR USE IN THE WORK.
AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY ENGINEER.
5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT
THE FOLLOWING i#, THE CITY ENGINEER'SREVIEW AND APPROVAL:
r—THE IN-PLACEANY
i, ASPHALT i y
PERCENT
_ i r GREATER
a# A N i PERCENT
MAXIMUM THEORETICAL
is* DENSITY,
THE CONTRACTOR WILL BE ADVISED THAT THE REQUiRED RELATIVE COMPACTION IS NOT
BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES, OR BOTH, IF NEEDED,
A • O BE ADJUSTED. ASPHALT
# d "Ia SPREADING
t A • SHALL NOT
iCONTRACTOR x i i THE CITY ENGINEER OF
ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF
ANY SUCCESSIVE TEST AFTER N0110E IS GIVEN DOES NOT MEET THE SPECIFIC RANGE,
THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND
REPLACED
: PAD WITH
MATERIALS
- A_A d IN-PLACE
► y DENSITY REQUIREMENTS. -.QIke
15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE
RELATIVE COMPACTION IS EITHER LESS THAN 90 PERCENT OR MORE THAN 96
PERCENT THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE
CORRECTIVE REMOVED
AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY
SHALL BEAT THE
CONTRACTOR'S
_a i
16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY:
A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR
B. ASTM D1188 WfHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING.
ZINC STEARATE MAY BE SUBS11TUTED WITH .:
CASE
OFDISPUTE,•! ## SHALL BE USED.
SURFACE17. IF THE FINISHED OF /,T CONCRETE DOES NOTD
SURFACE TOLERANCES, IT SHALL BE BROUGHT "THIN TOLERANCE BY EITHER;
A. ABRASIVE
#l GRINDING DIAMOND Y
PLACEMENTB. REMOVAL AND REPLACEMENT, OR
C. OF ASPHALT x
THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORREC11VE WORK SHALL
MfEAT THE CONTRACTOR'S EXPENSE.
A !
18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED
TOLERANCES, • GRINDING - i- AS
Ate,. TO
ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT
A CONSTANT OFFSET FROM, AND PARALLEL TO, THE NEAREST LANE LINE OR
PAVEMENT EDGE AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE
PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL CONFORM TO THE
REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF
SECTION 42-2.02, "CONSTRUCTION", OF THE STANDARD SPECIFICATIONS. A FOG SEAL
COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S
EXPENSE. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALT
EMULSION AS DIRECTED BY
19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE
BASE
AB) CONFORMING TO SECTION 200-2.2OF BASE MATERIAL
FOR LOCAL STREETS SHALL BE w OR FINE GRADA11ON CRUSHED MISCELLANEOUS
BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK" WHICH ALLOWS
UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE, PORTLAND
CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE, OR A
COMBINA11ON OF THESE MATERIALS. OTHER RECYCLED BASES SHALL NOT BE ALLOWED.
AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM
!tY DENSITY.
IMMEDIATELY20. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED
CALTRANS STANDARD SPECIFICATION SEC11ON 19-1.03 PER THE CITY OF BAKERSFIELD:
_ • _ TO PLACING SUBSEQUENT LAYERS MATERIAL •
GRADINGPLANE SHALL• i_ TO THE FOLLOWING;
GRADINGA. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED
ON THE
VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED
BY THE ENGINEER.
B. MEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE
:* TO BE PLACED ON "''* PLANE,PLANE
ii Y
GRADEANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR
_
THE ESTABLISHED ' THE ENGINEER.
D lam
1. CONTRACTOR SHALL PERFORM ALL NECESSARY DEMOLITION WITHIN THE LIMITS OF WORK
AS REQUIRED TO COMPLETE CONSTRUC11ON INDICATED ON THE PLANS.
2. EXCEPT AS OTHERWISE INDICATED, ALL U11LITIES ARE TO BE PROTECTED
3. ALL MATERIAL GENERATED FROM DEMOLITION, INCLUDING PIPING, PLANTS, ORGANIC
MATERIAL,
d A PAVEMENT,
:l • A MISCELLANEOUS u1 SHALL BECOME
PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE SITE AND
PROPERLY, DISPOSED OF IN ACCORDANCE WITH ALL LAWS AND ORDINANCES.
4. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER IN THE EVENT UNANTICIPATED
HAZARDOUS A - l ENCOUNTERED.
. CONTRACTOR
1#:: SHALL 1 ! ,!d. P 1, 1.
LOCATE, DISCONNECT,SEAL
PREVIOUSLY SERVED BUILDINGS.
6. CONTRACTOR
X. A a APPROPRIATE
AGENCY
i i. ! ! i = •
A
REQUIREMENTS
_ PERMIT,
_ 1
Y A
t
,• itWITH i x a, WELL
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OBTAINCONCRETE NOTE:, x RELATIVE ! }
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- 24" 6
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41
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T.1. = 6 R -VALUE
CONSTRUCT " CURB & GUTTER
PER C.O.B. STD. ST -1
% COMPACTION LIMITS
R/
Fl BW
6.125' 8' LANDSCAPE STRIP
I
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HOUSE NUBMERS FOfr' CafflBS
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STANOA�PD {f9DE CfO.SS G141T&l?
❑
ST -7
CFlO,SS GUTTEfi'S
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STANDARD 11XNA916XR RWlPS
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ST -9
ST,4NDAR4'9 STREET SPEC/F/CAT/ONS
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STANOAiPD RRIBATE STREET 1 5XTES
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D
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ST.4NOARD REFUSE CONTA/NER
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STAN0.4i?D ST1?EET SEC770NS
�
ST -11
STANDARD STfTEET CROSS SECT/ON
❑
ST -12
ST.4NOARD ALLEY OfOSS SECT/ON
THE
FOLLOWING CITY OF BAKERSFIELD STANDARD
DRAWINGS
ARE PER THE
"PROPOSED"
SUBDIVISION AND ENG/NEER/NG
DES/GN MANUAL
DATED 07/97
AND SHALL
BE MADE A PART OF THESE PLANS.
C/TY STD. NO.
DESCiP/PT/ON
�
T-29
STANDARD TRANS/TIONS 4T 80.40 N.4RrQ0lJ9NGS
�
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0.40' CLASS II AGGREGATE BASE NATIVE SOIL
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IF
r.: • a
I-
11-11 P-1 I I S I 11-111- 11 11 l —I I I— III
12.0" NATIVE SOIL COMPACTED T
RELATIVE COMPACTION.
/oAm""N' ASPHALT CONCRETE PAVEMENT
V4 J N.T.S.
EXISTING U
UTTER A CUT LINE, MATCH
E.A.. PAVEMENT
GRADES
4 v
lio 11
to �� ��� migoll
PORTLAND
OBTAINCONCRETE NOTE:, x RELATIVE ! }
DEPTH OF 12" BENEATH
PER ASTM D-1557
SECTION C.O
r
' r
W%5
N.T.S.
1-1/2
- 24" 6
p
. p -
p
TYPE "B". CURB & GUTTER--C.O.B.TCS, T---
®T.S.
L
MADISON
' TYP. EET 45'
ul
1'
--REMOVE EXISTING
AC DIKE
VARIES
2%1.53%-2.51%
41
' A.C. OVER 0.40' A.B. OVER 1® '
NATIVE, ALL COMPACTED T
RELATIVE ESI PER AST D-1557
T.1. = 6 R -VALUE
CONSTRUCT " CURB & GUTTER
PER C.O.B. STD. ST -1
% COMPACTION LIMITS
R/
Fl BW
6.125' 8' LANDSCAPE STRIP
I
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BW BACK OF WALK GS GRADE BREAK
CL CENTERLINE FP HINGE POINT PARCEL BOUNDARY CONSTRUCT DRIVE APPROACH PER "PROPOSED" COB STD. DWG. ST -4.
rF�
Tc TOP OF CURB LIP LIP OF GUTTER CENTERLINE CONSTRUCT ASPHALT CONCRETE PAVEMENT STRUCTURAL SECTION PER DETAIL
EP EDGE OF PAVEMENT NG NATURAL GROUND AND 4 AND TO THE LINES AND GRADES INDICATED ON THE PLANS.
EX EXISTING PL PROPERTY LINE CONSTRUCTION NOTE
FL FLOWLINER/W RIGHT OF WAY INSTALL 22,000 LUMEN STREET LIGHT SAWCUT 1.00' OFF EXISTING A.C. DIKE OR AS DIRECTED BY COB ENGINEER AND
70885 w/ NUMBER PER COB STD. G. ST -14. REMOVE EXISTING A.C. AND A.C. DIKE WITHIN LIMITS OF IMPROVEMENTS SHOWN.
TP TOP OF PAVEMENT Tc TOP OF CURB MATCH EXISTING A.C. GRADES AT SAWCUT LINE.
FSHED SURFACE ESMT. EASEMENT I.NSTALL CONCRETE MONUMENT PER
S FINI
COB STD. DWG. ST -13. EXISTING TREES, SHRUBS OR LANDSCAPING SHALL BE EXCAVATED AND REMOVED
FC FENCE T. TYPICAL WITHIN IMPROVEMENT PLAN •AREA.
'cf PROPOSED FIRE HYDRANT (SEE WATER PLANS) IF EXISTING UTILITY BOXES, VALVES, MANHOLES, ETC. ARE LOCATED WITHIN THE
GRD GROUND C08 CITY OF BAKERSFIELD HYD IMPROVEMENT AREA, CONTRACTOR SHALL RAISE TO GRADE PER COB AND UTILITY
STA. STATION SS SANITARY SEWER W_ PROPOSED WATER SERVICE (SEE WATER PLANS) COMPANY STANDARDS.
MH MANHOLE
T. EASEMENT _zz/_ -Z/-/- EXISTING EDGE OF PAVEMENT CONSTRUCT TYPE "A" CATCH BASIN PER C.O.B.,STD. DWG. D-14.
*ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. EXISTING FENCE PER COB STD. DWG. ST -14, FURNISH AND INSTALL 22,000 LUMEN STREET LIGHT, INCLUDE
EXISTING SEWER MANHOLE FOUNDATION, PULL BOX, BLANK CONDUIT AND GROUND ROD.
Q JO PER COB STD. DWG. ST -14, FURNISH AND INSTALL 1-1/2 INCH ELECTRICAL CONDUIT FROM
EX -SS- EXISTING SEWER TRUNK STREET LIGHT PULL BOX TO NORTH LIMIT OF WORK.
GeoEXISTING "TOPO" SHOTWITH 19 REMOVE EXISTING WOODEN FENCE WITHIN LIMITS SHOWN. EXISTING CHAIN LINK FENCE TO
REMAIN IN-PLACE.
SURVEYOR'S DESCRIPTION P-%
q J2 SAWCUT, AND REMOVE EXISTING A.C. DIKE BEYOND FRONTAGE AS SHOWN' ON PLAN. REPLACE
PAVEMENT TO ORIGINAL E.P. WITH FULL -DEPTH STRUCTURAL SECTION PER DETAIL rA*�
EXISTING TREE (SIZE VARIES) HEREIN.
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378.54
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= = == = = = = =::: = = - --L378.67
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P.M. BK 52, PG. 39
-- - - - - - - - - - LO
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+
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P.M. No. 10235
P.M. BK 52, PG. 39
. ....... F -S
70885
10 DEAD N
ca < 9
x
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0i z 00 00
z
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CONSTRUCT 0.30 A.C. PAVING OVER 0.40 1 CLASS 11
AGGREGATE BASE OVER 1.00' NAT. GRD. COMPACTED
TO 95% MAX. DENSITY
T. 1. 6. 0 LUE 56
HORIZONTAL: 1"= 20'
VERTICAL: 1"= 2'
Z&$EM0j tjQjE "A"
'.FLOWAGE AND DRAINAGE EASEMENT DEDICATION
TO THE CITY OF BAKERSFIELD PER DOC No. 217085428..
E&aEhfwNI RQIE *-15-"
PEDESTRIAN WALKWAY EASEMENT DEDICATION
TO THE CITY OF BAKERSFIELD PER DOC
No. 217085431, O.R.
EAK MI WEE :".c
45' STREET RIGHT OF WAY EASEMENT DEDICATION TO THE
CITY OF BAKERSFIELD PER DOC No. 217120226, O.R.
R /W
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P.M. BK 52, PG. 39
. ....... F -S
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10 DEAD N
ca < 9
x
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0i z 00 00
z
0) 379.89
CONSTRUCT 0.30 A.C. PAVING OVER 0.40 1 CLASS 11
AGGREGATE BASE OVER 1.00' NAT. GRD. COMPACTED
TO 95% MAX. DENSITY
T. 1. 6. 0 LUE 56
HORIZONTAL: 1"= 20'
VERTICAL: 1"= 2'
Z&$EM0j tjQjE "A"
'.FLOWAGE AND DRAINAGE EASEMENT DEDICATION
TO THE CITY OF BAKERSFIELD PER DOC No. 217085428..
E&aEhfwNI RQIE *-15-"
PEDESTRIAN WALKWAY EASEMENT DEDICATION
TO THE CITY OF BAKERSFIELD PER DOC
No. 217085431, O.R.
EAK MI WEE :".c
45' STREET RIGHT OF WAY EASEMENT DEDICATION TO THE
CITY OF BAKERSFIELD PER DOC No. 217120226, O.R.
�&-;_AST FLOWLINE PROFILE
xp. 3-31-18
x
6.1-1782
CITY RECORDS NO.
R /W
383.14
FC N+E+W
---PARCEL BOUNDARY
V)
GRADE
2:1 MIN. SLOPE
zp.:
U.1 r...
TO EX.
GROUND
d
rn
0 r� to
A P N No.
Z P"
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W
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170-161-15
0
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"EXISTING RESIDENTIAL"
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+ - CL PO rn
0 0 11 u
N
00
0
cr
+
a.
UJ _j
z tr CL
0 U-
CL
�&-;_AST FLOWLINE PROFILE
xp. 3-31-18
x
6.1-1782
CITY RECORDS NO.
V)
zp.:
U.1 r...
to
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r11-
d
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0 r� to
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0 0 11 u
UJ _j
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EX. GROUND PROFILE
*
380 ...... ..........
.....
.......
..........................
CD 34-:00' LT OF C1_
.................. ........................................................................................
380
GRADE 2:1 IN. SLOPE
GRADE.
2: 1 MIN.
T.....
O GROUND
.....
.....
......................................................................................
........................... .......... ..
b.*2§7* SLOPE
TO EX. GROUND
378'. . . . . . . . . . . . .
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. . .
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.
.. ......... ..Il'l .
378
DESIGN' FLOWLINE PROFILE*
..........................................
.......................... ...................... 0.,4.00' RIGHT.OF*QL ...............................................................................
376 ..............
.................
I ............................ I ................................ I ........ ...........
........... ....... ....376
1+00
2+00 3+00
4+00 5+00
�&-;_AST FLOWLINE PROFILE
xp. 3-31-18
x
6.1-1782
CITY RECORDS NO.
�
it