HomeMy WebLinkAbout6.1-1869 Revision392`5 Ru"E"'EDALE HIGHWAY
BAKERSFIELD, CALIFORNIA
SPi? #18-0391
CAL TRANS STANDARD PLANS
1. THE FOLLOWING CAL TRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS
(CONTRACTOR TO OBiA/N LATEST EDITION THEREOF)
CAL TRANS STD. PLAN DESCRIPTIO
RSP A 88
CURB RA UP DETAILS
1. THE FOLLOWINGI
T OF THESE PLANS
TO
OBTAIN LATEST EDITION , UNLESS OTHERWISE NOTED)
THEREOF,(CONTRACTOR
CITY STD. NO
DESCRIPTIO
ST -1
CURS AND GUTTER TYPE 'Y"
ST -5
6.' COUSINA TIO SIDEWALK
ST -j
COUIVERCIAL CUR6 RETURN AND GROSS GUTTER
ST -4
COUIVERCIAL DRIVE APPROACH - TYPE rrf , rr
ST -10
CURB RA UP DETAILS
ST -11
PA VEIVENT PA TCHL-S
S 12
TRENCH BACKFILL & COMPACTION R QUI NTS
ST -23
STREET LIGHT
ST -24
STREET LIGHT BASE PLA TE DETAILS
ST -25
STREET LIGHT PULL BOX DETAILS
D- 14
CA TCH BASIN - TYPE "A "
EST/MATED QUA NT/T/ES, NOT TO BE USED FOR BIDDING PURPOSES
QUANTITY OF MA TERIA L S
� CURB &GUTTER 7,450 FT
� SIDEWALK 6 737 SQ FT
3 AC PA I/!NG mjw 962 TONS �1
¢ CL 11 AGGREGATE BASE 36$5 CU YUS
5 SU86RADE COMPACTION 27,57J SQ FT
6 SAWCUT 11410 FT
7 RELOCATE SIGNS 2 EA
8 CURB RAMPS 1 EA
9 CROSS GUTTER 500 SQ FT
10 STRIPING 270 FT
71 ST -4 ORII/EW,4 YS 5 EA
72 GRAIN INLET 7 EA
73 GIBBON S7 f93> LF
(LOCAL COMMERCIAL/INDUSTRIAL)
74 MARRIOTT DR f392 LF
(LOCAL COMMERCIAL/�NDUSTRIAL)
COUNTY
----------
------------
1
---------
P JECT �Ek '10�HMARK
HU 13 NU
THE BENCHMARK FOR THIS SURVEY IS TAKEN FROM THE TOP OF A
BRASS CAP MARKED A1208" (PID FU1752) LOCATED IN THE EAST
END OF THE NORTHERLY CONCRETE WALKWAY OF THE BRIDGE WHICH
CROSSES THE GALLOWAY CANAL IN THE NORTHWESTERLY QUADRANT
OF THE INTERSECT/ON OF FRUl1V,4LE AVENUE AND STATE HIGHWAY 58
(ROSEDALE HWY.) MORE PARTICULARLY DESCRIBED WITHIN NGS
DATASHEET FOR SAID STAT/ON
ELEIiATION.- 399.97' (NASD 88 -CONVERSION FROM METERS TO
DECIMAL FEET)
LOCAL BENCHMARK
LOCALTHE
OF A BRASS CAP MARKED RCEI 7564 L OCA TED A T THE INTERSECTION
OF GIBSON STREET AND IVARRI07T DRIVE
ELEVATION: J98. 10' (SEE VERTICAL DATUM REFERENCED ABOVE)
i
THE BASIS Of - BEARINGS TAKEN FCENTERLINE Of - MARRIOTT DRIVE BETWEEN FOUND MONUMENTS AS SET
ROM THE THE CENTERLINE • GIBSON STREET AND MARRIOTT
DRIVE
AND 750.2J FEET EAST OF SAID
INTERSECTION HAVING J
BEA
J RECORD OF SUR i' IN
BOOK 2J AT PAGE . OF
CObNJ'1fEC0,fDEf
JR• /
OF BAKERSFIELD, COUNTY OF KERN, ST OF CA, DESCRIBED AS
FOL L 0
BEGINNING J J POINT ROAD
BEARSWHICH /` ► FT AND SOUTH
:
1=2 FT FROM THE NW CORNER OF J / J LONG
THE SOUTH LINE OF SAID ROAD,SOUTH
CENTERTHENCE SOUTH 0' 18; WEST 9JJ.4 f -T- T
., HENCE NORTH 89 50;
WEST J89.67 FT TO THE CENTER LINE OF A FORTY FOOT ROAD;
THENCE ALONG THE LINE OF SAID FORTY FOOT ROAD,
NORTH / 9JJ.40 FEET / THE POINT OF BEGINNING.
EXCEPTING THEREFROM THE INTEREST CONVEYED TO THE CITY O
BAKERSFIELD BY STREET RIGHT , J DEED
ECO ■MARCH 4
2004 AS DOC 1020406J865, KERN COUNTY OFFICIAL RECORDS.
jai L) HE %ti
APN
mot OeQ'm . I ............. I-L�_
STI - RILE SHEET
)UPROVEIVENTS
STA 10*54.15 TO STA 19-kJO.98
STA 10-kJJ86 TO STA 1
ST4 - GENERAL NOTES
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STOCKDALE HWY.
5 3 9�
-VICINTIY
T11ESE PL A NS A ND SPECIFICA TIONS WERE PREPA RED 8 Y ME OR UNDER M Y DIREC TION A ND TO THE 8ES T OF M Y
KNOWLEDGE AND 8ELIEF COMPL Y WITH CITY OF
BAKERSFIELD
ORDINANCES STANDARDS AND DESIGN
INCL UDE A L L )UPRO VEIVEN T REQUIRSVENTS OF THE A D VISOR Y JiJ J
THOSE01VISSIONS OR OTHER VIOLATIONS OF
ESIGN CRITERIA ENCOUNTERED DURING
CONS t' N SHA
lTED.
APPROVED BY: ROBERT T SWANSON DA TE
APPROVED BY.- PUBLIC WORKS DIRECTOR
I
ttniz'a-z'�o
DATE
REVIEWED BY.• TRAFFIC ENGINEER DATE
RYAN STARBUCK
REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR
%#A
NOTE.' 1. 24 HOUR INSPECTION NO TICE -PRIOR TO THE START OF ANY PHASE OF CONSTRUCT/ON,
THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GLEN AT LEAST 24 HOURS
NOTICE. THE SECTION MAYBE /NOTIFIED AT (661) 326-3049.
2. COMPACTION TEST NOTE -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.
J. ALL WORK IN CITY RIGHT-OF-WAY SHALL BE DONE UNDER AN OPEN STREET PERMIT
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1 I PARCEL 2
PARCEL 1 •
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N: 332-230-12 PM 6947
APN.• 332-230-42 PM 6947
o
APN.• 332-230-41
VNI
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Nz
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? `� �' -� W `�! E CURB &GUTTER h ao o ' „
``' N �- N ( () �' cfl w ``! o I 4 DOUBLE- YELLOW LINE PER
� °� � � � E ORI VEWA Y � o ``
o cs)E DRI VEWA Y (E� DRI VEWA Y o (E) C RS & GUTTER n "� () Q DET. 22 OF CAL TRANS STD W
(E� EP "� ►.r, () (E� DRI VEWA Y o ;� "°� o m - o - PLAN A20A INTERSECTION
SAWCUT LINE ROSEDALE HWY & GIBSON ST
oH€ - - -�€ - - - - - - - -�_ - - _ -o ' F off OHE — OHE OH i OHE OHE �. HE 78 LF 8" WHITE LINE PER DET. 38 STA 20f23.53 W ........ N
°) 1 °w 12 AC WA R �. '� SAWCUT LINE OF CAL TRANS STD PLAN A20D OHE OHE OHE
___—___ • �' w w w W (E� GU E � E CA ION SIGN � � � Z �
;_._.- :...• ..�. ------ -- w O o 12 AC WA TER (i o, COUNTY OF KERN SAW T LINE
...... .•..... ----- • ,-:-:-:-:-:- ....•: •:•: •:•-:...-:-.-.-.--.-_.-........--,— ., ....... N00 5618 E ��-- CBSON ST w w 2 0� �'o
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...... COUNTY
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8. 5 .-�-�...................................... 3.3 ..................................................................................... �,............................................................................................... ........ ............•................................................................................................. .... TYPE Vll L A ROW PER CAL
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- CITY OF - - _ _ _ .�� ..
f27 LF OF 1 LIMIT LINE
�TA 10f 00 G18SON ST �r 4 BAKERSFIELD 9 , 2 3 (E� GUY -POLE (E� 6 CL FEVC E GU Y' POLE R 1 - m
A 10*00 MARRIOTT DR — (E) 6 CL FENCE -- 2 , (E) ROLLING GA TE 10 2 3 2 TYPE IV (R� ARROW PER CAL
' PEDESTRIAN WALKWAY EASEMENT � �'� 11 '�
' (E) GAS SERVICE - T � (E� A T&T MH TRANS STD PLAN A24A TYP.
CURVE DA TA: - PER DOC. 1220025496 ( _ _................
d = 90' 10' 19" - CONNECTION 10' RIGHT -OF -WA Y DEDICATION CITY OF GUY -POLE INSTALL 26(CA) 'NO PARKING ANYTIME
BAKERSFIELD _"._.�� . �- t.
LENGTH = 47.21 ' ' SIGN PER CA MUTCD 2014 Q x
PER DOC. 1220027442 r <<i lri. , , , k ti „ (E� T AFFIC SIGNAL PB,r I , t �,
PROPOSED STREET LIGHT L 147 RADIUS = 30' 10 RIGHT -OF -WA Y DEDICA 110N PEDESTRIAN WALKWA Y EASEMENT PROPOSED STREET LIGHT L 148 PEDESTRIAN WALKWA Y EASEMENT (E) TRAFFIC SIGNAL`¢
/ 38 t
STREET LIGHT EASEMENT TANGENT = 30.09 PER DOC. X220027442 PER DOC. X220025496 STREET LIGHT EASEMENT PER DOC. ,#220025496
PER DOC. 220088605 CITY OF BAKERSFIELD CAL TRANS
PER DOC. 1220088605 i n
10f 00 11-k 00 12* 00
*SL OPE AROUND NEW CURB RETURN
SYMBOLS LEGEND
EX. POWER POLE & DOWN GUY
_...... ... ......... ....... 0 ...: .............._.
EX.
OVERHEAD ELECTRICAL
EX.
DRAIN INLET RISER
r-`
EX.
STORM DRAIN MANHOLE
_............ ...... __........ .... ,l: .............. ..................
EX.
STORM DRAIN MAIN
EX.
SANITARY SEWER MANHOLE
_._ .................__._............... sS ....... _- ---------------
__._. EX.
SEWER MAIN
O
EX.
FIRE HYDRANT
EX.
WATER VALVE
o
EX.
WA TER METER
_ ::v .. _................. _ .;.:
EX.
WA TER MAIN
EX.
BOLLARD
4**�
EX.
POWER POLE
-----
EX.
CENTER LINE
- -
EX.
RIGHT OF WA Y
............ ..................... ...................._......_........
EX.
CURB & GUTTER
I J -f 00 14 * 00 15-k 00
GIBSON STREET
EAST FLOWLINE
ALL STA TIONING IS BASED ON CENTERLINE
DISTANCES UNLESS 0THERW/SE NOTED
CONCRETE
ASPHALT PA IiEMENT
EXISTING
TYPICAL
CENTER LINE
DRI VEWAY
FLOWLINE
BEGIN CURB RETURN
END CURB RETURN
FINISHED GRADE
GRADE BREAK
POINT OF INTERSECTION
TOP OF PA IiEMENT
EDGE OF PA IiEMENT
END CURVE
BEGIN CURVE
POINT OF INTERSECTION VERTICAL CUR VE
POINT OF VERTICAL CURVE
BEGIN VERTICAL CURVE
END VERTICAL CURVE
POINT OF REVERSE CURVATURE
POINT OF COMPOUND CURVATURE
COUNTY OF KERN
CITY OF BAKERSFIELD
----- SAWCUT
0.50' AC. PA VEMENT / 0.30' CL 11
AGG. BASE / 1.7' NATIVE
...........
COMPACTED TO 957 (Tl = 9.51 R =
60, T= 2.5 PER C.O.K. STD PLATE
R-32
16-k 00 17* 00
RIGHT -OF -WA Y DEDICATION IN FA VOR
OF THE CITY OF BAKERSFIELD ALONG
ROSEDALE HWY PER DOC. 1220060435
18-f 00
CONSTRUCTION NOTES HORIZONTAL 1" 40'
Oj ADJUST (E) UTILITIES TO GRADE. VER 7/CAL 1 "=2'
CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF BAKERSFIELD STANDARD
0 ST -4
CONSTRUCT 6.5' COMBINATION TYPE SIDEWALK PER CITY OF BAKERSFIELD
OO STANDARD ST -5
CONSTRUCT STANDARD CURB RAMP PER CITY OF BAKERSFIELD
4O STANDARD ST -10
CONSTRUCT COMMERCIAL CURB RETURN PER CITY OF BAKERSFIELD
5O STANDARD ST -3
6O COORDINATE WITH PG&E TO REM OIiE/RELOCATE (E) POWER POLES.
O7 COORDINATE WITH AT&T TO ADJUST (E) MANHOLE TO GRADE
O CONSTRUCT TYPE B' CURB AND GUTTER PER CITY OF BAKERSFIELD
STANDARD ST -1
O CONSTRUCT 3.5' WIDE TYPE A' CATCH BASIN PER CITY OF BAKERSFIELD
STANDARD D-14
70 RELOCATE (E) SIGN
PUBLIC STREET RIGHT OF WAY IN FA AOR OF THE CITY OF BAKERSFIELD
PER DOCUMENT N0. 0204063865 O.R.
N1" it
20* 00
CITY RECORDS NO.:
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WA DEDICA
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PER DOC. 1220027442
CURVE DA
LENGTH = 4721'
aiz
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PROPOSED STREET LIGHT IEL 147 20' WDE FLOWAGE AND
STREET LIGHT EASEMENT DRAINAGE EASEMENT
PER DOC. X220088605 PER DOC. 1220021365
6' CL FEkIUCk
PEDES7R/AN WALKWAY EASEMENT
PER DOC. 1220025496
PROPOSED STREET LIGHT JEL 146
STREET LIGHT EASEMENT
PER DOC. 1220088605
[�`}J
MONUMENT 3
5
8
9
STA 10f 00 MARRIOTT DR � �:� �:� �:� �:� �:�:� '..�. � s
STA 10* 00 G18SON STjyy
O� ' ..::...... : 12f 00 MARRIOTT DRIVE 13f 00 N891 01 W 770.09 ��4f 00
LOCAL BM.' (E) CROSS- GU T TER moo
„ CURB AND GUTTEF o
FOUND 2 BC RCE 17564
...... .....
V. = 398.1 N�:: -- o
ELEo rn w ------ --W--- W P�7 WA--- W------- o--- W --------W------ j o'--- W
Z DRO VEWA Y N
-CURVE DA TA:
A - 88' 53 25"
LENGTH = 47'
RADIUS = 30.5
TANGENT = 29.75
SEE DET 1 ON THIS SHEET FOR
(E) STREET sicN
CURB RETURN REPLACEMENT � �
FAI
'........ GUTTER DEPRESSION TO BE 0.1 '
/N FRONT OF CURB RAMP, TYP.
Ii {,
'19
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L
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:
8' 11
MA TCN
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901
i� r— r ..9
!� if /-_.._................_...__..................... _— _.....................—............_.........................._...
_'fit —..__._ .................._ it — _ - ............---
f . , ....
v4
l •
� f
C
REMOVE (E) CURB AND CROSS -GUTTER.
(E) SIDEWALK/CURB RAMP TO REMAIN.
39g�T�N �g °O �9 6��c INSTALL NEW CURB AND GUTTER
PER COB STD ST -10. NEW TC TO
MA TCH (E) SIDEWALK
{
7 NEW CURB RETURN
. IT3
399
398
397
396
395
/0100
N
A. C.
ASPHAL T PA VEMENT
R/W
R/W
O
O
O 1
N
N
O
SYMBOLS
FL 0WLINE
BCR
BEGIN CURB RETURN
ECR
END CURB RETURN
FG
PEDESTRIAN I ,
I
30
30
Pl
EX. POWER POLE & DOWN GUY
EASEMENT PER �'
DOCj 220025496
TOP OF PA VEMENT
'
............................................. f ::: ...............
. ........ .............. EX: OVERHEAD ELECTRICAL
END CURVE
6'
BEGIN CURVE
24'
24'
6'
POINT OF VERTICAL CURVE
BVC
BEGIN VERTICAL CURVE
EX. DRAIN INLET RISER
END VERTICAL CURVE
PRC
POINT OF REVERSE CUR VA TURF
PCC
HORIZONTAL 1 = 40
C 0. K.
COUNTY OF KERN
EX. STORM DRAIN MANHOLE
CI TY OF BAKERSFIELD
....,
VERTICAL I"=2
r
EX. STORM DRAIN MAIN
1.125'
0
.....................................................................................................
(V
EX SANITARY SEWER MANHOLE
__.................................. -s .....................................
EX. SEWER MAIN
Z
41)
EX. F/RE HYDRANT
?q
0.30' A. C.
2%
0
v
CLw
EX. WATER VALVE
MAX
O
VARIES
:_.IlllrllTl..::!!/l1/!lll..::_�l111T/IIZ;.::�.
r. ....
w ^r
EX. WA TER METER
•
— .,_ _ .....
L(E)
EX. WA TER MAIN
6.5' COMBINA TION SIDEWALK 0.40'
SIDEWALK
CL 11 AGG. BASE
0
EX. BOLLARD
PER C.O.B. ST -5
SA WCUT AS DIRECTED
1 ' NA TI VE @ 95�' BY CITY ENGINEER (E) CURB &GUTTER
(70
EX. POWER POLE
TYPE B' C&G
- -
- EX. CENTER LINE
PER STANDARD ST 1
rB--� MARRIOTT DRIVE - TYPICAL SECTION
-- -
...........................................................................................................
- EX. RIGHT OF WA Y
T3STA TION 10f 33.86 TO 13f 91.12
...................................................................................................................
EX. CURB & GUTTER
z
SCALE NTS
399
398
397
396
395
/0100
O O O
O
N N
Z Z o Z
� Com► � c.f�
Y' 1 1 * 00 12100
MARRIOTT DRIVE
NORTH FL 0WLINE
STA 10f54.16 � = STA 10*54.16
I3 -f 00
14* 00
Ie�
402
401
400
399
398
,397
396
,395
REVISION APPROVED 8Y.-
ROBERT T. S WA NSON
R. C. E. 43032
JIM M. SCHROETER
R. C. E. 46185
LEGEND
CONSTRUCTION NOTES
�J ADJUST (E) UTILITIES TO GRADE.
CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF BAKERSFIELD STANDARD
O ST -4
CONSTRUCT 6.5' COMBINATION TYPE SIDEWALK PER CITY OF BAKERSFIELD
STANDARD ST -5
CONSTRUCT STANDARD CURB RAMP PER CITY OF BAKERSFIELD STANDARD
4O ST -10
CONSTRUCT COMMERCIAL CURB RETURN PER CITY OF BAKERSFIELD
5O STANDARD ST -3
6O COORDINATE WITH PG&E TO REMOIiE/RELOCA TE (E) POWER POLES.
O7 COORDINATE WITH AT&T TO ADJUST (E) MANHOLE TO GRADE
O CONSTRUCT TYPE $' CURB AND GUTTER PER CITY OF BAKERSFIELD
STANDARD ST -1
O CONSTRUCT 3.5' WIDE TYPE A' CATCH BASIN PER CITY OF BAKERSF/ELD
STANDARD D-14
70 RELOCATE (E� SIGN
NEW SEWER MANHOLE PER C.O.B. STD SW -3. UTILITIES PER SEPARATE
PERMIT
CONC
CONCRETE
A. C.
ASPHAL T PA VEMENT
EX.
v
O
O
O 1
N
N
O
FL
FL 0WLINE
BCR
BEGIN CURB RETURN
ECR
END CURB RETURN
O O O
O
N N
Z Z o Z
� Com► � c.f�
Y' 1 1 * 00 12100
MARRIOTT DRIVE
NORTH FL 0WLINE
STA 10f54.16 � = STA 10*54.16
I3 -f 00
14* 00
Ie�
402
401
400
399
398
,397
396
,395
REVISION APPROVED 8Y.-
ROBERT T. S WA NSON
R. C. E. 43032
JIM M. SCHROETER
R. C. E. 46185
LEGEND
CONSTRUCTION NOTES
�J ADJUST (E) UTILITIES TO GRADE.
CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF BAKERSFIELD STANDARD
O ST -4
CONSTRUCT 6.5' COMBINATION TYPE SIDEWALK PER CITY OF BAKERSFIELD
STANDARD ST -5
CONSTRUCT STANDARD CURB RAMP PER CITY OF BAKERSFIELD STANDARD
4O ST -10
CONSTRUCT COMMERCIAL CURB RETURN PER CITY OF BAKERSFIELD
5O STANDARD ST -3
6O COORDINATE WITH PG&E TO REMOIiE/RELOCA TE (E) POWER POLES.
O7 COORDINATE WITH AT&T TO ADJUST (E) MANHOLE TO GRADE
O CONSTRUCT TYPE $' CURB AND GUTTER PER CITY OF BAKERSFIELD
STANDARD ST -1
O CONSTRUCT 3.5' WIDE TYPE A' CATCH BASIN PER CITY OF BAKERSF/ELD
STANDARD D-14
70 RELOCATE (E� SIGN
NEW SEWER MANHOLE PER C.O.B. STD SW -3. UTILITIES PER SEPARATE
PERMIT
CONC
CONCRETE
A. C.
ASPHAL T PA VEMENT
EX.
EXISTING
TYP.
TYPICAL
CL
CENTER LINE
DWY
ORI VEWA Y
FL
FL 0WLINE
BCR
BEGIN CURB RETURN
ECR
END CURB RETURN
FG
FINISHED GRADE
GB
GRADE BREAK
Pl
POINT OF INTERSECTION
TP
TOP OF PA VEMENT
EP
EDGE OF PA VEMENT
EC
END CURVE
BC
BEGIN CURVE
PI VC
POINT OF INTERSECTION VERTICAL CURVE
Po VC
POINT OF VERTICAL CURVE
BVC
BEGIN VERTICAL CURVE
EVC
END VERTICAL CURVE
PRC
POINT OF REVERSE CUR VA TURF
PCC
POINT OF COMPOUND CUR VA TUBE
C 0. K.
COUNTY OF KERN
C. 0. B.
CI TY OF BAKERSFIELD
----- SAWCUT
0.50' AC. PA VEMENT / 0.30' CL 11 AGG.
BASE / 1.7' NA TI VE COMPACTED TO
957 (Tl = 9.5, R = 601 T = 2.5 PER
C. O.K. STD PLATE R-32)
0.30' AC. PA VEMENT / 0.40' CL 11
AGG. BASE / 1 ' NA TI VE COMPACTED
TO 957 (TI = 61 R = 60, T = 1.5'
PER C.O.B. STD ST -13)
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GENERAL NO TES
�. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE LA TEST EDI TION, AND STANDARDS
PERTAINING THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF.
2. ALL CONSTRUCTION WITHIN THE CITY RIGHT OF- WA Y OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD
STANDARDS AND STA TE OF CALIFORNIA, DEPARTMENT OF TRA NSPORTA TION STANDARD SPECIFICA TIONS, LA TEST EDI TION. THESE
STANDARDS, DRAWINGS, AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A
COPY FOR HIS USE.
J. THE CONTRA CTOR SHALL OBTAIN ALL NECESSAR Y PERMI TS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE
OBTAINED FROM THE CITY OF BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET
RIGHT -OF- WA Y. UNLESS SECURED B Y A SUBDI VISION AGREEMENT SECURI TY BASED ON AN APPRO VED ENGINEER'S ESTIMA TE FOR
THE WORK PERFORMED WITHIN THE STREET RIGHT -OF -WA Y AND APPROVED INSURANCE SHALL BE PROVIDED POSTED PRIOR TO
ISSUANCE OF A PERMIT.
4. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A PERMIT WITH APPROPRIA TE SECURITY AND INSURANCE
HAS BEEN OBTAINED.
5. 24 HOUR NO TICE- PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WI THIN THE STREET RIGHT -OF- WA Y, THE CONTRACTOR
SHALL GI VE THE CI TY CONSTRUCTION INSPECTION SECTION A T LEAST 24 HOURS NOTICE; THE SECTION MA Y BE NOTIFIED A T (66 1)
326-J049.
6. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DA TA, AND MEASUREMENTS A T THE BUILDING SI TE PRIOR TO
CONSTRUCTION. DO NOT SCALE DRA WINGS. WRI TTEN DIMENSIONS ON THESE DRA WINGS SHALL HA VE PRECEDENCE 0 VER SCALED
DIMENSIONS. SWANSON ENGINEERING, INC., MUST BE NOTIFIED OF ANY VARIA TIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN
BY THESE DRAWINGS
7. EXISTING UTILITY AND UNDERGROUND LINES HA VE BEEN SHOWN ON THIS PLAN ACCORDING TO A VAILABLE RECORDS. THE ENGINEER
IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLL FOR VERIFICA TION OF THE
L DCA TION AND DEPTH OF ALL UTIL I TIES PRIOR TO BEGINNING ANY WORK. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED A T
LEAST TWO (2) WORKING DA YS PRIOR TO ANY CONSTRUCTION OR EXCA VA TION (U. S.A. - 1
8. AN Y EXISTING IMPRO VEMENTS OR UTIL I TIES THA T ARE REMO VED, DA MA GED, OR UNDERCUT B Y CONTRA CTOR 'S OPERA TIONS SHALL
BE REPAIRED OR REPLA CED A T THE CONTRA CTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPRO VED B Y THE GO VERNING
AUTHOR/ TY.
9. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE OWNER OR
CON TRA C TOR TO NO TIFY THE ENGINEER IMMEDIA TEL Y PRIOR TO A N Y FUR THER WORK.
10. THE CONTRACTOR SHALL FURNISH ALL LABOR, MA TERIALS, TOOLS, EQUIPMENT, AND SUPERVISION NECESSARY FOR A COMPLETE
AND FUNCTIONAL PRODUCT.
11. ALL WORK WHICH IS DEFECT/ VE IN I TS CONSTRUCTION OF DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRA WINGS AND
SPECIFICA TIONS SHALL BE REMEDIED, OR REMO VED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO
COMPENSA TION WILL BE ALL OWED FOR SUCH CORRECTION.
12, THE CONTRACTOR A GREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE
COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING EROSION, SEDIMENTATION, AND DUST CONTROL PLAN, STORM WATER
POLLUTION PREVENTION PLAN IMPLEMENTA TION, AND THE SAFETY OF ALL PERSONS AND PROPERTY, THA T THIS REQUIREMENT
SHALL APPL Y CON TINUOUSL Y AND NOT BE LIMI TED TO NORMAL WORKING HOURS; AND THA T THE CONTRACTOR SHALL DEFEND,
INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN
CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE
OF THE OWNER OR THE ENGINEER.
13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICA TIONS OR FINDS
DISCREPANCIES IN OR OMISSIONS FROM THE DRA WINGS, HE SHALL SUBMI T A WRI TTEN REQUEST FOR AN INTERPRETA TION OR A
CORRECTION THEREOF, PRIOR TO COMMENCING CONSTRUCTION.
14. SWANSON ENGINEERING, INC., WILL NOT SE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS.
ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY SWANSON ENGINEERING, INC.
15. COMPACTION TESTS SHALL BE THE RESPONSIBILI TY OF THE DE VEL OPER. THE NUMBER AND L OCA TION OF REQUIRED TESTS SHALL
BE DETERMINED BY THE CITY ENGINEER.
16. PRIOR TO PA VING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THA T CONDI TIONS REMAIN THE SAME AS SHOWN IN THE
APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10
DA YS PRIOR TO PA VING.
17. INSTALL RAISED BL UE MARKERS IN STREETS A T ALL FIRE HYDRANT L OCA TIONS PER FIRE DEPARTMENT REQUIREMENTS
18. LUMINAIRES SHALL BE SOLID STA TE LIGHT ADMITTING DIODE WITH TWIST LOCK PHOTOCELL (ORIENTED NORTH AND SHALL CONFORM
TO THE LA TEST REQUIREMENTS OF THE CURRENT CITY OF BAKERSFIELD LED STREET LIGHTING SPECIFICA TIONS.
C. 0. B. STREET IMPR0 VEMENT NOTES
1. THE SUBDIVIDER, IF REQUIRED, SHALL OBTAIN GRADING APPROVAL AS REQUIRED BY CITY OF BAKERSFIELD ORDINANCE PRIOR TO
START OF ANY EARTHWORK.
2. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL
J. THE CONTRACTOR SHALL REMO VE OR REL OCA TE ALL OBSTRUCTIONS WI THIN THE STREET RIGHT -OF- WA Y AS DIRECTED B Y THE
Cl TY ENGINEER.
4. ALL STREETS HA VE BEEN DESIGNED USING A MINIMUM 'R" VAL UE AS STA TED IN THE SOILS REPORT. SEE STRUCTURAL SECTIONS
FOR EACH STREET FOR SPECIFIC INFORMA TION. SHOULD FURTHER TESTING SHOW A LOWER 'R" VALUE OF THE ACTUAL IN PLACE
MA TERIAL) STREETS SHALL BE REDESIGNED ACCORDING TO THE L OWER 'R" VALUE, IN ACCORDANCE WI TH THE CI TY ENGINEER.
5. RELA TI VE COMPA CTION OF NO T LESS THAN 95 SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 0.5 FEET BEL OW GRADING PLANE
FOR THE ENTIRE WD TH OF PA VEMENT (LIP OF GUTTER TO LIP OF GUTTER. IN ADDI TION, RELA TI VE COMPA CTION OF NOT LESS
THAN 957 SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 1.0 FOOT BELOW FINISH GRADE ON LOCAL STREETS (1.5' TO 2.5' AS
DIRECTED BY THE PUBLIC WORKS DIRECTOR ON COLLECTOR AND ARTERIAL HIGHWAYS) FROM LIP OF GUTTER TO LIP OF GUTTER.
6. THE CONTRA CTOR SHALL OBTAIN 907 RL -LA TI VE COMPA CTION UNDERNEA TH THE SIDEWALK AND CURB AND GUTTER TO A DEPTH
OF 6" THE L OCA TION OF THE TESTS SHALL BE DETERMINED BY THE CITY.
7. COMPACTION TESTS SHALL BE THE RESPONSIBILI TY OF THE DE VEL OPER. THE NUMBER AND L OCA TION OF REQUIRED TESTS SHALL
BE DETERMINED BY THE CITY ENGINEER.
8. ALL CONCRETE SHALL BE CLASS J AND SHALL CONTAIN A MINIMUM OF 505 LBS./CU. YD. OF CEMENT AND HA VE A MAXIMUM
WA TER/CEMENT RA TIO OF 0.50.
9. ASPHAL T REJUVENA TING AGENT SHALL BE APPLIED TO NEW ASPHAL T CONCRETE PA VEMENT IN ACCORDANCE WI TH THE
PROVISIONS FOR FOG SEAL IN SECTION 37, BI TUMINOUS SEALS, OF THE STA TE DEPARTMENT OF TRA NSPORTA TION STANDARD
SPECIAL PRO VISIONS CURRENTL Y IN EFFECT AS DIRECTED B Y THE CI TY ENGINEER.
C.O.B. STREET IMPROVEMENT NO TES CONT
10. NEW STREETS SHALL BE EXTENDED A T INTERSECTIONS AS DIRECTED BY THE PUBLIC WORKS DIRECTOR IN ORDER TO PROVIDE A
TIE --IN TO EXISTING STREET PA VEMENT.
11. SEWER LA TERAL L OCA TIONS TO BE STAMPED (S INTO THE CURB FACE O VER EA CH LA TERAI I.
12. ELEVA TIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FL OW LINES (INVERTS.
13. THE CONTRACTOR SHALL INSTALL PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEVICES (NOT SHOWN ON THESE
PLANS TO MEET WITH THE APPROVAL OF THE CITY PUBLIC WORKS DIRECTOR.
14. SIGN PANELS SHALL BE MOUNTED ON POSTS WI TH HA WKINS ,12G SERIES BOL T AND VANDAL PROOF NUT ASSEMBL Y OR EQUAL.
ROADSIDE SIGNS INSTALLED PER CITY STANDARD DETAIL T --A; SHALL BE LOCA TED WITHIN SIDEWALK, 6" FROM BACK EDGE.
15. MAXIMUM SLOPE RA TIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR 2' BEHIND THE
SIDEWALK WHERE THE MAXIMUM SL OPE SHALL BE 27 AL TERNA TI VEL Y, THE Cl TY ENGINEER MA Y APPRO VE CURBING BEHIND THE
SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK.
16. ANY ITEMS IN THE PUBLIC RIGHT -OF -WA Y THA T ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS
WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER.
17. PRIOR TO PA VING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THA T CONDITIONS REMAIN THE SAME AS SHOWN IN
THE APPRO VED PLANS. SHOULD CONDI TIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMI TTED TO THE Cl TY FOR APPRO VAL 10
DA YS PRIOR TO PA VING.
18. SUBGRADE FOR DRIVE APPROACHES AND CROSS GUTEES SHALL BE CONSTRUCTED TRUE TO GRADE AND CROSS SECTION AND
COMPACTED TO 957 OF MAX. DRY DENSI TY AS DETERMINED BY ASTM D-1557 TO A DEPTH OF 1.0' BELOW TOP OF SUBGRADE
AND 1.0' TO EA CH SIDE OF APPROA CH AND CROSS GUTTER
19. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK
PERFORMED WI THIN EXISTING ACCEPTED STREET RIGHT -OF- WA Y. UNLESS SECURED BY AN IMPRO VEMENT AGREEMENT, APPRO VED
INSURANCE AND SECURI TY BASED ON AN APPRO VED ENGINEER'S ESTIMA TE FOR THE WORK PERFORMED WI THIN THE
RIGHT -OF- WA Y SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERM/ T
C. 0. B. A SPHA L T CONCRE TE PA VING NO TES
1. ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL
STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION J9, "ASPHAL T CONCRETE, " OF THE CAL TRANS STANDARD
SPECIFICA TIONS AND THESE SPECIAL PROVISIONS
2. PRIOR TO THE ADDI TION OF ASPHAL T BINDER, THE COMBINED MINERAL A GGREGA TE FOR TYPE A (MODIFIED) OR TYPE B (MODIFIED)
ASPHAL T CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION J9-2.02, "A GGREGA TE, " OF THE STANDARD SPECIFICA TIONS
FOR 3/ " MAXIMUM, MEDIUM GRADING.
J. ASPHAL T BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE AND TYPE B (MODIFIED) ASPHAL T CONCRETE SHALL BE PG 64-10
PERFORMANCE GRADED ASPHAL T, UNLESS OTHERWISE DIRECTED BY THE CI TY ENGINEER. THE ASPHAL T BINDER SHALL CONFORM TO
THE REQUIREMENTS IN THE TABLE FOR PERFORMANCE GRADED ASPHALT BINDER, IN SECTION 92-1.02(B), "GRADES," OF THE
STANDARD SPECIFICATIONS.
4. THE AMOUNT OF ASPHAL T BINDER TO BE MIXED WI TH THE MINERAL AGGREGA TE SHALL BE DETERMINED BY THE CONTRACTOR IN
ACCORDANCE WITH CALIFORNIA TEST METHOD J67 USING SAMPLES OF MA TERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF
ASPHAL T BINDER SHALL, BE APPRO VED B Y THE CI TY ENGINEER.
5. A T LEAST 14 DA YS PRIOR TO THE START OF WORK, THE CONTRA CTOR SHALL SUBMI T THE FOLL OWING FOR THE CI TY ENGINEER'S
REVIEW AND APPRO VAL:
A. A LIST OF A GGREGA TE AND ASPHAL T SOURCES.
B. DOCUMENTA TION VERIFYING THA T THE AGGREGA TES TO BE INCORPORA TED IN THE WORK CONFORM TO
THE REQUIREMENTS OF SECTION J9-2.02, 'A GGREGA TE, " OF THE STANDARD SPECIFICA TIONS AND
THESE SPECIAL PRO VISIONS. MA TERIAL SIEVE ANAL PSIS AND SAND EQUI VALENT TEST RESUL TS SHALL
NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESUL TS SHALL NOT BE OLDER THAN ONE (1)
YEAR.
C. AN ASPHAL T CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367.
LABORA TORY TEST RESUL TS ON WHICH THE DESIGN IS BASED SHALL BE SUBMI TTED WI TH THE MIX
DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY
ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION J9-2.02,
"AGGREGA TE, " OF THE STANDARD SPECIFICA TIONS AND THESE SPECIAL PROVISIONS. IF THE DA TA
SUBMI TTED SHOWS THA T THE MA TERIALS ARE SUBS TANTIALL Y THE SAME AS WHEN THE DESIGN WAS
PREPARED, THE DESIGN MA Y BE UP TO THREE (J) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL
COSTS ASSOCIA TED WITH THE ASPHALT CONCRETE MIX DESIGN.
6. WHERE NEW ASPHAL T CONCRETE PA VEMENT IS TO CONFORM TO EXISTING PA VED SURFACES, THE EXISTING PA VEMENT SHALL BE
SA WCUT
7. A PRIME COA T WILL NOT BE REQUIRED ON NON -PA VED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHAL T CONCRETE;
HOWEVER, ALL OTHER REQUIREMENTS OF SECTION J9-4.01, "SUBGRADE " OF THE STANDARD SPECIFICA TIONS SHALL BE MET
8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CL OSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO A VOID
TRACKING BINDER MA TERIAL ONTO THE EXISTING PA VEMENT SURFACE BEYOND THE LIMI TS OF CONSTRUCTION.
9. PA VING JOINTS SHALL MA TCH STRIPE LOCA TIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER.
10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AND GRADED AS DIRECTED BY THE CITY ENGINEER OR CITY
INSPECTOR. ADDI TIONAL ASPHAL T CONCRETE SHALL BE PLACED A T ROAD CONNECTIONS AND PRI VA TE DRI VES, WHERE SHOWN ON THE
PLANS AND AS DIRECTED BY THE CITY ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED
CONNECTIONS.
11. WHERE THE COMPACTED THICKNESS OF A LA YER OF ASPHAL T CONCRETE IS 0.15 FOOT OR LESS, PA VING OPERA TIONS SHALL BE
CONDUCTED IN SUCH A MANNER THA T, A T THE END OF EACH WORK SHIFT, THE LENGTH OF PA VEMENT AL ONG THE L ONGI TUDINAL
DROP-OFF BETWEEN ADJACENT LANES IS NOT GREA TER THAN THA T WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF
NORMAL PA VING OPERA TIONS. ADDI TIONAL ASPHAL T CONCRETE SHALL BE PLACED AL ONG THE TRANSVERSE DROP-OFFS ON EACH
LANE. SUCH ADDI TIONAL ASPHAL T CONCRETE SHALL BE HAND RAKED AND COMPA CTED TO FORM TEMPORAR Y CONFORMS BEFORE THE
LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MA Y BE PLACED UNDER THE
CONFORMS TO FA CIL/TA TE THE REMO VAL OF THE CONFORMS WHEN PA VING OPERA TIONS RESUME.
12. WHERE THE COMPACTED THICKNESS OF A LA YER OF ASPHAL T CONCRETE IS MORE THAN 0.15 FOOT PA VING OPERA TIONS SHALL BE
CONDUCTED IN SUCH A MANNER THA T THE LA YER OF ASPHAL T CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRA VEL ED
WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. A T THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF
A LA YER OF ASPHAL T CONCRETE ON ADJACENT LANES SHALL NOT BE GREA TER THAN 10 FEET ADDI TIONAL ASPHAL T CONCRETE
SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP-OFF BETWEEN
ADJACENT LANES. SUCH ADDI TIONAL ASPHAL T CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORAR Y CONFORMS
BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MA Y BE PLACED UNDER
THE CONFORMS TO FA CIL/TA TE THE REMO VAL OF THE CONFORMS WHEN PA VING OPERA TIONS RESUME.
C. 0. B. A SPHA L T CONCRE TE PA VING NO TES CON T
13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY
ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375.
14. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHAL T CONCRETE IS LESS THAN 92 PERCENT OR GREA TER THAN 94 PERCENT OF THE
MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THA T THE REQUIRED RELA TI VE COMPACTION IS NOT BEING
A TTAINED AND THA T THE MA TERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT ASPHAL T CONCRETE SPREADING
OPERA TIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CI TY ENGINEER OF THE ADJUSTMENT THA T WILL BE
MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE
SPECIFIED RANGE THE ASPHAL T CONCRETE REPRESENTED BY THA T LOT SHALL BE REMOVED AND REPLACED WI TH MA TERIAL THA T
MEETS THE IN-PLACE DENSITY REQUIREMENTS.
15. IF THE TEST RESUL TS FOR ANY L OT OF ASPHAL T CONCRETE INDICA TE THA T THE RELA TI VE COMPA CTION IS EI THER LESS THAN 907
OR MORE THAN 967 THE ASPHAL T CONCRETE REPRESENTED BY THA T LOT SHALL BE REMOVED AND REPLACED WI TH MA TERIAL THA T
DOES MEET THE IN-PLACE DENSI TY REQUIREMENT. THE CORRECTIVE WORK SHALL BE A T THE CONTRA CTOR'S EXPENSE.
16. THE FIELD DENSITY OF COMPACTED ASPHAL T CONCRETE SHALL BE DETERMINED BY -
A.
YA. A PROPERL Y CALIBRA TED NUCLEAR ASPHAL T TESTING DEVICE IN THE FIELD, OR
B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORA TORY TESTING. ZINC STEA RA TE MA Y BE
SUBSTITUTED WI TH PARAFFIN.
C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED.
17. IF THE FINISHED SURFACE OF THE ASPHAL T CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, I T SHALL BE BROUGHT
WI THIN TOLERANCE BY EI THER: (1) ABRA SI VE GRINDING WI TH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMO VAL AND REPLA CEMENT,
OR (J) PLACEMENT OF AN ASPHAL T CONCRETE O VERLA Y. THE METHOD WILL BE SELECTED B Y THE Cl TY ENGINEER. THE CORRECTIVE
WORK SHALL BE A T THE CONTRACTOR'S EXPENSE.
18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL
BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THA T THE LONGITUDINAL LIMI TS OF GRINDING ARE A T A
CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PA VEMENT EDGE, AND THE TRANSVERSE LIMITS OF
GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM
SURFACE APPEARANCE. ABRA SI VE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR
PARA GRAPHS OF SECTION 42-2.02, "CONSTRUCTION, " OF THE STANDARD SPECIFICA TIONS. A FOG SEAL COA T SHALL BE APPLIED TO
ALL FINISHED ASPHAL T SURFACES A T THE CONTRACTOR'S EXPENSE: THE FOG SEAL COA T SHALL BE EI THER ASPHAL T REJU VENA TING
AGENT OR ASPHAL TIC EMULSION AS DIRECTED BY THE Cl TY ENGINEER.
19. BASE MA TERIAL IN ALL CITY STREETS INCLUDING ARTERIAL, COLLECTOR, AND LOCAL ROADBEDS SHALL EITHER MEET THE
SPECIFICA TIONS FOR CLASS 2 AGGREGA TE BASE (CL// AGG BASE) CONFORMING TO SECTION 26 OF THE CAL TRANS STANDARD
SPECIFICA TIONS, LA TEST EDITION, OR SHALL BE FINE GRADA TION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION
200-2.4 OF THE "GREENBOOK" WHICH ALLOWS UP TO 507o OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE, PORTLAND
CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREA TED BASE, OR A COMBINATION OF THOSE MATERIALS - OTHER RECYCLED
BASES SHALL NOT BE ALL OWED. A GGREGA TE BASE SHALL BE COMPACTED TO A MINIMUM OF 957 OF MAXIMUM DR Y DENSI TY.
20. THE PA VING CONTRACTOR SHALL GRADE THE PA VING AREAS TO THE FOLLOWING MODIFIED CAL TRANS STANDARD SPECIFICA TION
SECTION 19-1.03 PER THE CITY OF BAKERSFIELD:
IMMEDIA TEL Y PRIOR TO PLA CING SUBSEQUENT LA PERS OF MA TERIAL THEREON, THE GRADING PLANE SHALL
CONFORM TO ONE OF THE FOLLOWING-
A.
OLLOWING.•A. WHEN ASPHALT CONCRETE OR ASPHAL T CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE,
THE GRADING PLANE A T ANY POINT SHALL NOT VARY MORE THAN 0.02 FOOT ABOVE OR BELOW THE
GRADE ESTABLISHED B Y THE ENGINEER.
B. WHEN SUB GRA DE OR BASE MA TERIAL (OTHER THAN ASPHAL T CONCRETE BASE IS TO BE PLACED ON
THE GRADING PLANE, THE GRADING PLANE A T ANY POINT SHALL NOT VARY MORE THAN
0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER.
27. IF THE PROJECT IS SUBJECT TO THE PRO VISIONS 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 (WO ORDER2009-009-OWQ AS AMENDED BY ORDER 2070-0074-DWQ AND ORDER 2072-0006-OWQ) 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 AI/,4/CABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS.
IDENTIFICATION (WDID) NUMBER 5F15088109 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT
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