HomeMy WebLinkAbout6.1-1671 (2)LIST OF DRAWINGS
SHEET 1 TITLE SHEE T
SHEET 2 DETAILS &ROADWAY SECTIONS
SHEET 3 DEMOLITION PLAN
SHEET 4 CONSTRUCTION PLAN
BENCHMARK
MONUMENT AT THE INTERSECTION OF
STINE ROAD AT RIBBON GRASS DRIVE
WAS USED AS THE BENCHMARK.
ELEV= 346.87 NAD83 DATUM
BASIS OF BEARING
CENTERLINE OF STINE ROAD BETWEEN THE
MONUMENT AT STA. 14147.42 TO THE MONUMENT
AT THE INTERSECTION OF STINE ROAD AT RIBBON
GRASS DRIVE (STA. 22 +91.28) WAS USED AS THE
BASIS OF BEARING, NORTH 00'0 34' 44" EAST
CITY STANDARDS
S -7, S -3, T -79
STATE STANDARDS
A 73C
CONVENTIONAL SYMBOLS
CITY OOF =A ; ER =FIELD
DEPARTMENT • F PUBLIC W • R ; S
STREET /MPRO VEMEN TS:
ST /NE ROAD NORTH OF TAFT H /GHWA Y
LOCATION MAP
NOT TO SCALE
� FINAL PAY QUANTITIES �
EARTHWORK (RoAOwAV V_xtAVATZtW) 1,369 c Y
INSTALL TRAFFIC STRIPE, DETAIL 22 93 LF
INSTALL TRAFFIC STRIPE, DETAIL 27B 57 L F
INSTALL PAVEMENT MARKINGS, CROSSWALK 92 SF
Job No.: T81<1 21
File Path: K: \LDD—ENGlNEERlNG\T8K121 —Stine Rd at Taft Highway Widening \dwg
File Name: Stine— Taft — Wide— NorthEndOnly.dwg
STATE OF CALIFORNIA
NOTE:
THE CONTRACTOR MUST POSSESS THE FOLLOWING
VALID LICENSES:
CLASS A
No TE:
THE CONTRACTOR SHALL CONTACT THE USA LOCATOR
SERVICE i- 800- 642 -2444, 48 HOURS PRIOR TO
EXCA VA TION.
PROJECT LENGTH
486-± LINEAR FEET
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RAILROAD TRACKS
4
GUARD RAIL
X
CHAIN LINK FENCE
4
IMPRO VEMEN TS
W
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UTILITY
SYMBOLS
EXIST WATER LINE
s
EXIST SEWER LINE
W
T
EXIST GAS LINE
sD
EXIST STORM GRAIN
G
OH
EXIST AERIAL
E
EXIST UNDERGROUND
LINES
POWER LINE
ry
EXIST UNDERGROUND
r
EXIST UNDERGROUND
TV CABLES
PHONE LINE
j
EXIST 0/L LINE
FO
EXIST FIBER OPTIC LINE
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M. H
H
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P.P.
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W.M.
WATER METER
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DQ
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G. M.
❑�
FUTURE MONUMENT
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S. L.
G. V.
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STREET LIGHT
DQ
GAS
VALVE
STREET LIGHT WIMAST ARM
BENCHMARK
C.O.
CLEAN OUT
f
AUTO SCOPE
O
PRE—
EMPTION DEVICE
LOCATION MAP
NOT TO SCALE
� FINAL PAY QUANTITIES �
EARTHWORK (RoAOwAV V_xtAVATZtW) 1,369 c Y
INSTALL TRAFFIC STRIPE, DETAIL 22 93 LF
INSTALL TRAFFIC STRIPE, DETAIL 27B 57 L F
INSTALL PAVEMENT MARKINGS, CROSSWALK 92 SF
Job No.: T81<1 21
File Path: K: \LDD—ENGlNEERlNG\T8K121 —Stine Rd at Taft Highway Widening \dwg
File Name: Stine— Taft — Wide— NorthEndOnly.dwg
STATE OF CALIFORNIA
NOTE:
THE CONTRACTOR MUST POSSESS THE FOLLOWING
VALID LICENSES:
CLASS A
No TE:
THE CONTRACTOR SHALL CONTACT THE USA LOCATOR
SERVICE i- 800- 642 -2444, 48 HOURS PRIOR TO
EXCA VA TION.
PROJECT LENGTH
486-± LINEAR FEET
1p
QRpFESS /ON
� Q �
� C 46803 �
* Exp. 6-30-11
C 1 v
OF CA\,�
I I
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O
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W
LOCATION MAP
NOT TO SCALE
� FINAL PAY QUANTITIES �
EARTHWORK (RoAOwAV V_xtAVATZtW) 1,369 c Y
INSTALL TRAFFIC STRIPE, DETAIL 22 93 LF
INSTALL TRAFFIC STRIPE, DETAIL 27B 57 L F
INSTALL PAVEMENT MARKINGS, CROSSWALK 92 SF
Job No.: T81<1 21
File Path: K: \LDD—ENGlNEERlNG\T8K121 —Stine Rd at Taft Highway Widening \dwg
File Name: Stine— Taft — Wide— NorthEndOnly.dwg
STATE OF CALIFORNIA
NOTE:
THE CONTRACTOR MUST POSSESS THE FOLLOWING
VALID LICENSES:
CLASS A
No TE:
THE CONTRACTOR SHALL CONTACT THE USA LOCATOR
SERVICE i- 800- 642 -2444, 48 HOURS PRIOR TO
EXCA VA TION.
PROJECT LENGTH
486-± LINEAR FEET
1p
QRpFESS /ON
� Q �
� C 46803 �
* Exp. 6-30-11
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B
c,lnCIAIA 11l
6 Min. ` -- -24" 6.3' Min.
B
DRIVE APPROACH DETAIL
NO T TO SCA L E
A
CMCIAIA
[--*-6� Min. 5L 6.31 Min, f—
�q
ACCESS RAMP DETAIL
NO T TO SCA L E
EXISTING CHAIN LINK FENCE
RIGHT OF WAY LINE—
SIDEWALK
CURB AND GUTTER -�
0
2' 6.125'
z
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6 27,, MAX. 112„
SECTION B —B
NO T TO SCALE
i
2, 6"
z
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MAX
59, MAX ad
SECTION A —A
NO T TO SCALE
CHAIN LINK FENCE EXTENDED
TO RIGHT OF WA Y LINE
• • —_ -_- -III --I I
V
MODIFY LINK
/SECTION FE N C N G
STA. 20+29-59 TO STA. 20+42.86
NO T TO SCALE
CITY OF BAKERSFIELD, CALIFORNIA
30'
28' -
'
12 _ +
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10'
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SHOULDER BA CKING
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TI
VE COMP T/ON—
COLD PLANE
TO A DEPTH
OF 0.20' AND
CAP WITH 0.20'
TYPE "B" 0.45 TYPE "B" ASPHALT CONCRETE OVER
ASPHALT 1.75' CLASS ll AGGREGATE BASE 0 DER
CONCRETE. 0.50' NA TI VE GROUND COMPACTED TO
95q' RELA TI DE COMPACTION (TYPICAL)
ST /NE ROAD
ROADWAYSECTION
S TA. 23+ 17.63 TO S TA. 23+ 35.63
'
12 _ +
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CONS TRUC T 5.5' WIDE
DRl VE A PPROA CH PER
DETAIL ON THIS SHEET
HINGE POIN T
-1.00' MINIMUM CLASS Il
A GGREGA TE BA SE COMPA C TED
TO 957' REL A TI VE COMPA C TION
i.
EXI S TING
PARKING L 0 T
NA T/ VE GROUND
COMPA C TED TO
90q RELA T/ VE
IoVLL! / L/'1/ V1_ /-It v
/'1/ vLl/ / � / � � I If-L-
GRIND TO A DEP TH OF 0.20' COMPACTION
BEL 0 W NE W FINISHED GRA DE,
CONS TRUC T L E VEL ING COURSE 0.45' TYPE "B " A SPHA L T CONCRE TE 0 VER
AS NEEDED, ANO CAP WI TH 0.20' 1.75' CLASS Il AGGREGA TE BASE 0 VER
TYPE "B" ASPHALT CONCRETE. 0.50' NA TI VE GROUND COMPA C TED TO
95% REL A T/ VE COMPACTION (TYPICAL)
STINE ROAD
A Y E TION
D� S
Roy►
S TA. 22+ 73.30 TO S TA. 22+ 97.30
PUBLIC WORKS DEPARTMENT
NO T TO SCALE
File Nome: Stine- Taft -Wide - NorthEndOnl Drawn: S. LOWS
Job No.: T8K121 Engineer: S. LOWS
Date: May. 24, 70 Checked By
55'
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* Exp. 6-30-11
Cl TY OF BAKERSFIELD
C/���
1501 TRUXTUN AVENUE 9�F
�F CA�
Ra KE,QSFiEi n CA 93301 �F
REVISIONS
No. DATE DESCRIPTION
� 05/24/2010 UPDATED WITH ADDENDUM N0.1
2
3
qSA
47
CONSTRUCT STANDARD
5.5' WIDE SIDEWALK
HINGE POINT
4 EMBANKMENT
COMPA C TED TO
907 RELA TI VE
jFi X COMPA C TION
V. JV /V/ //I.
7 0
lI L/LV / L%1/ YL /'l/ YL!/ V1 I I I I VI ILL
GRIND TO A DEP TH OF 0.20'
BELOW NEW FINISHED GRADE, 1 „ „
CONSTRUCT LEVELING COURSE 0.45 TYPE B ASPHALT CONCRETE OVER
AS NEEDED, AND CAP WITH 0.20' 1.75** CLASS lI AGGREGATE BASE OVER
TYPE "B" ASPHALT CONCRETE. 0.50' NA TI VE GROUND COMPA C TED TO
957' RELA TI VE COMPACTION (TYPICAL)
STINE
ROAD
R OADWAYSECTION
z STA. 18 +87 TO STA. 23 +77.63
NO T TO SCALE
I �
z
O
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55' Now
z �
O 43'.
V
LIL_ NEW F. G. I
OI W
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C � ' uy,! '�' ' S, } ,✓' Y ..'.� � /may '«,5'�r/«a% y «n «n {M'y,+wa,
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EXISTING CURB AND GUTTER
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EXISTING PA V MEN T
LQ
%f , COLD PLANE AND /OR PROF/L E
t•'�Yr.'Nt,F �. , ' ,
!,,/' 4hN«! .Y ,r...v .` ,u «�. /n .✓✓!//MM '�h4. � •rv"WNN Win«« 'w..,,,N/••w`
« GRIND TO A DEP TH OF 0.20 BEL 0 w NE w FINISHED GRADE
CONSTRUCT LEVELING COURSE
AS NEEDED, AND CAP Wl TH 0.20'
TYPE B ASPHALT CONCRETE.
'
EXI S TING A GGREGA TE BASE
�
4
XIS
G
ROAD
A ROADWAYSECTION
2 sra. 18+50 TO STA. 18+87 NOT 70 SCALE
PErAIL5 AND RO APW.°+Y SECTIONS
STREET IMPROVEMENTS: STINE ROAD NORTH OF TAFT HIGHWAY si+EEr rvo.
20F4
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LEGEND
CONTRACTOR SHALL COLD PLANE AND /OR PROFILE GRIND
EXISTING ASPHALT CONCRETE PAVEMENT TO A DEPTH OF
0.20 FEET BELOW NEW FINISHED GRADE, CONSTRUCT
LEVELING COURSE AS NEEDED, AND CAP WITH 0.20 FEET
OF TYPE "B" ASPHALT CONCRETE.
SEE ROADWAY SECTIONS A -2 AND B -2 ON SHEET 2.
CONTRACTOR SHALL EXCAVATE EXISTING MATERIAL TO A
F, DEPTH OF 2.20' FEET, AND CONSTRUCT STRUCTURAL SECTION
PER ROADWAY SECTIONS B -2, C -2 AND D -2 ON SHEET 2.
CONTRACTOR SHALL SAWCUT & REMOVE EXISTING
{
ASPHALT CONCRETE PAVEMENT, EXCAVATE TO A DEPTH
OF 2.20' FEET, AND CONSTRUCT STRUCTURAL SECTION
PER ROADWAY SECTIONS B -2 AND C -2 ON SHEET 2.
CONTRACTOR SHALL SAWCUT & REMOVE EXISTING
ASPHALT CONCRETE PAVEMENT, EXCAVATE TO A DEPTH
OF 1.00' FEET, AND BACKF I LL WITH CLASS 11 AGGREGATE
BASE COMPACTED TO 95% RELATIVE COMPACTION PER
ROADWAY SECTION C -2 ON SHEET 2.
CONSTRUCT /ON NOTES:
1 CONTRACTOR SHALL CONSTRUCT TYPE "B"
CURB AND GUTTER PER C.O.B. STD. S -1.
El CONTRACTOR SHALL CONSTRUCT COMBINATION
TYPE SIDEWALK PER C.O.B. STD. S -3.
�3 CONTRACTOR SHALL RELOCATE ROADSIDE SIGNS
PER SPECIAL PROVISIONS.
IE CONTRACTOR SHALL INSTALL ROADSIDE SIGNS
PER SPECIAL PROVISIONS.
EEI FIRE HYDRANT AND PROTECTIVE BOLLARDS TO BE
RELOCA TED BY OTHERS
Fil CONTRACTOR SHALL CONSTRUCT DRIVE APPROACH
PER DETAIL ON SHEET 2.
a7 CONTRACTOR SHALL CONSTRUCT CASE "C"
ACCESS RAMP PER DETAIL ON SHEET 2.
8 CONTRACI"OR SHALL EXTEND CHAIN FENCE AND
GA TES OF ELECTRICAL MAIN SHUT OFF ENCLOSURE
TO THE EAST RIGHT OF WA Y LINE OF STINE ROAD
AS SHOWN ON THE PLANS
9a CONTRACTOR SHALL INSTALL FIRE HYDRANT
MARKERS A T L 0 C TIONS lNDICA TED ON THE PLANS.
70 CONTRACTOR SHALL INSTALL �I5'5) 24 " BOX
TRE£S. N /N£ OF NH/CH SHALL BE PLA N T£D AT IYE
LOCAT/ONS SHOlMV ON THE PLANS. THE REMA /N /NC
SAX SHALL BE PLANTED ON TH£ PANAMA ELEMENTARY
SCHOOL CAMPUS AT LOCAT/ONS D /RECTEO BY THE
ENC /NEER, TH£ TYPE OF TREE SHALL BE
CH /NESS P /STACHE (P /STAG /A CH /NENS /S).
77 CONTRACTOR SHALL RELOCATE AND ADJUST
/RR /GAT/QN CONTROL VAL li£ AND. V,4L liE' BOX
TO NEW F/N /SHED GRADE.
17
GENERAL NOTES
1 ALL UTILITY LOCH TIONS SHOWN ARE APPROXIMATE
ONL Y, AND REPRESENT THE BEST INFORMA TION
SUPPLIED BY THE VARIOUS UTILITY COMPANIES.
FINAL RESPONSIBILITY FOR LOCH TING UTILITIES IN
THE FIELD IS PLACED SOLEL Y ON THE CONTRACTOR.
2 ALL STRIPING AND PA l/EMENT MARKINGS SHALL
CONFORM TO THE STA TE OF CALIFORNIA STANDARD
PLANS DATED MAY 2006.
SYMBOLS
• INSTALL SURFACE MOUNTED, TYPE L(CA)
CHANNELIZERS PER MAY 2006 STATE OF
CALIFORNIA STANDARD PLAN A73C.
STRIPINC; NOTES:
1O INSTALL 1' WIDE STOP BAR AND CROSSWALK
MARKINGS. (YELLOW PAINT
2O INSTALL DETAIL 22 (PAINT)
3 INSTALL DETAIL 27B (PAINT)
QRpFESS /pN
OF-AN
C")
EGIS 745RED GINEER � C 46803
*
Exp. 6-30-11
Cl T OF BAKERSF /ELD
1509 TRUX TUN AVENUE 9TF
�F
BAKERSFIELD, CA 93301
CA��F
REVISIONS
No. DA TE DESCRIPTION
05/24/2010 UPDATED WITH ADDENDUM No.l
271 / /
371 / /
471 / /
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CONSTRUCTION PLAN
File Nome: Stine - Toff -Wide - NOrthfndOnl Drown: S. LOWS CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No rBK121 Engineer: S. LowE STREET IMPROVEMENTS: STINE ROAD NORTH OF TAFT HIGHWAY
Dote: May. 24, 10 Checked By
0
sHEE r No.
4 OF 4
1 2 3
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