HomeMy WebLinkAbout6.1-1755 Record DrawingLIST OF DRA WINCS
SHEE T 1 TI TL E SHEE T
SHEET 2 STANDARDS
SHEET 3 DETAILS & SECTIONS
SHEE T 4 DETAILS & SECTIONS
SHEET 5 CONS TRUC TION PLANS
CITY
DE
elm
BAKI-RSFIELD
ENT OF PUBLIC WORKS
"E' 6 CONSTRUCTION "A"s PAVEMENT REHABILIT--A-TION 203-74 RS�lp
SHEET
71-7.4 PHASING PLAN 8gET0(AP
RUX-T.UN AVE. FROM CHESTER AVE. TO "T" S
•
THE MONUMENT AT THE STREET INTERSECTION OF rRUX7UN AVE. AND
CHESTER AVE. SHALL BE USED AS THE BENCHMARK FOR THIS PROJECT. THE BENCHMARK
SHALL BE ESTABLISHED USING U. S. G. S. DATUM NA VD 83. MONUMENT ELEVATION: 400.7
THE CENTERLINE OF TR UX TUN AVENUE SHALL BE USED AS THE BASIS OF BEARING.
NORTH 89 °1 0'36 " WEST
CITY STANDARDS
PER C.O. B. PROPOSED DESIGN MANUAL
ST -16, ST -21, SW -2, SW -4, SW -6
STATE STANDARDS
A20A, A20B, A20D, A24A, A24E A24C, A24D, A88A
CONVENTIONAL SYMBOLS
._........... EA SEMEN T
RIGH T- OF- WA Y
CEN TERL INE
RAILROAD TRACKS
X CHAIN LINK FENCE
EXIST. CURB & CUTTER
EXIST A.C. FL 0 WLINE
EXIST EDGE OF PA VEMENT
GUARD RAIL
IMPRO VEMEN TS
Fo-1
UTILITY
SYMBOLS
UNI T OF
MEASURE
-0-
w
EXIST WATER LINE
s
EXIST SEWER LINE
FU TURF MONUMEN T
G
EXIST GAS LINE
SD
EXIST STORM DRAIN
CH
EXIST AERIAL
E
EXIST UNDERGROUND
®
LINES
195
POWER LINE
ry
EXIST UNDERGROUND
T
EXIST UNDERGROUND
7,87J
CY
TV CABLES
PHONE UNE
o
EXIST 0!L LINE
Fo
EXIST FIBER OPTIC LINE
Fo-1
MANHOLE
P.P.
UNI T OF
MEASURE
-0-
PO WER POLE
0
EXISTING MONUMENT
❑
FU TURF MONUMEN T
S.L.
22
®
STREET LIGHT
G.V.
S TREE T LIGHT W/MAST ARM
C. 0.
CLEAN OU T
®
PRE- EMP TION DEVICE
^F.H.
o�
FIRE HYDRANT
W.M.
UNI T OF
MEASURE
®
WATER METER
W.V.
TRAFFIC STRIPING (PAINT) — DETAIL 21
N
WA TER VAL VE
G.M.
22
®
GAS METER .
G.V.
LF
PAVEMENT MARKINGS (WHITE PAINT)
GAS VALVE
SF
BENCHMARK
195
A U TO SCOPE
CITY PROJECT NO. T4K219 I
STPL 5109 (203
�LIFORNIAt
PROJECT
SITE
■ da
I TEMS
ESTIMA TED
QUANTITY
UNI T OF
MEASURE
TRAFFIC STRIPING (PAINT) — DETAIL 9
I ppm-,
LF
TRAFFIC STRIPING (PAINT) — DETAIL 21
63
LF
TRAFFIC STRIPING (PAINT) — DETAIL 28
22
LF
TRAFFIC STRIPING (PAINT) — DETAIL 38
1,138
LF
PAVEMENT MARKINGS (WHITE PAINT)
2,579
SF
PAVEMENT MARKINGS (BLUE PAINT)
195
SF
FIRE H YDRAN T MARKERS — BLUE TYPE "D"
7
EA
ROAD WAY EXCA VA TION
7,87J
CY
�
■
i
58
LOCATION MAP_
NOT TO scare
FINAL PAY QUANTITIES
I TEMS
ESTIMA TED
QUANTITY
UNI T OF
MEASURE
TRAFFIC STRIPING (PAINT) — DETAIL 9
11,201
LF
TRAFFIC STRIPING (PAINT) — DETAIL 21
63
LF
TRAFFIC STRIPING (PAINT) — DETAIL 28
22
LF
TRAFFIC STRIPING (PAINT) — DETAIL 38
1,138
LF
PAVEMENT MARKINGS (WHITE PAINT)
2,579
SF
PAVEMENT MARKINGS (BLUE PAINT)
195
SF
FIRE H YDRAN T MARKERS — BLUE TYPE "D"
7
EA
ROAD WAY EXCA VA TION
7,87J
CY
®m
Job No.: XX
File Path: K:\LDD—ENGINEERING\2013-2014\RSTP PAVING PROJECTS\Truxtun Ave
File Name: Truxtun Plans—Xref.dwg
STATE OF CALIFORNIA
No TE.-
THE
E:THE CONTRACTOR MUST POSSESS THE FOLLOWING
VALID LICENSES: ..
CLASS A
NO TE.-
THE
E:THE CON TRA C TOR SHALL CONTACT THE USA L OCA TOR
SERVICE 1-800-642-2444, 48 HOURS PRIOR TO
EXCA VA TION.
PROJECT LENGTH
0.65 MILE
QRpFESS/ONq
DEANC-D
2 Z
uj
Q C 46803
*
Exp. 6-30-15
s�qT C/V�\'
OF CA1- �F
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6" (PER CALIFORNIA MUTCD 2012
FiGURE 3B-102) TYP.
f N
3
P
x �
T
'1 1
! I -FIRE HYDRANT
}
LANE TWO k { TRAFFIC FLOW
LANE ONE
TRAFFIC FLOW
FIRE HYDRANT
MARKER Lofw6ATIONS
NOT TO SCALE
BIKE LANE WIDTHS- UNLESS NOTED OTHERWISE:
5' WIDE AT CURB AND GUTTER
4' A T CURB ONL Y
BEGIN DETAIL 39 AT ECR
W/ PA VEME•N T MARKING
END DETAIL 39 AT BCR WHEN DETAIL
39A IS NOT SHOWN ON PLAN
END DETAIL 39A AT BCR
INCLUDE DETAIL 39A ONLY WHERE
SHOWN ON PLAN, OMIT DETAIL 39A
WHEN NOT SHOWN ON PLAN
200'
TERMINATE CENTERLINE OR CENTER LANE
LINES AND NEAR SIDE LANE LINES AT
MID -ARC POINTS OF .THE CURB RETURNS
TERM/NA TE ALL LANE LINES ON
A LINE CONNECTING THE MID -ARC
POINTS OF THE CURB RETURNS
TYPICAL TERM/NATION OF LANE S TRIPING
A T INTERSECTIONS W/THOUT STOP BARS
NOT TO SCALE
f�O', x.
TOP VIEW Note: P.C.C. slob not to be
Concave depression for
poured until paving is in place.
r ion, on a owing general notes
EXISTING MANHOLE SHALL BE CENTERED IN THE PAD
.. `' " •' e .-
NO TES:
1. A/1 work shall conform to the applicable sections
2. Castings shall conform to the provisions of the specifications
of the specifications entitled "Standard Specifications,
State of California, Deportment of Transportation",
approved current edition.
E
NO TES:
N
and two parts of clean, well graded sand.
2.• 1 Mortar,
given a light broom finish.
.q
1. Al/ work shall conform to the applicable sections of the
n
`•`' "
0 4. Pre cast reinforced manhole sections shall be
10.875" (0.2&n)
constructed in accordance with the provisions of
A Pipe casing sholl be 10" (0.25m) I.D. steel, ARS, or as
specifications entitled "Standard Specifications, State of
workmanlike finish.
•
a "' :
Stamp Disk with R.C.E.
Colifornia, Department of Transportation' approved
machined for a smooth, non -rocking fit between the two castings
or L.S. Number.
�` ..°:'• .
:'..1:'
1
current edition.
ass ::�9; _.::: : .. • ::, .• : ;.
2. All unlined manhole joints shall be filled with Kent
Coricr�fe. ; :: �.:: •'°
seal or approved block mastic equal. Inside of manholes
.
must be mortared and neatly raked or wiped on inside
of pipe.
3. Pre cast reinforced manhole sections sholl be constructed
'
in accordance with the provisions of ASTM C-478,
current edition.
PLAN AT SURFACE
5. Concrete pad shall be cured with a white pigmented
curing compound as per section 90-7.018 of the standard
specifications
P.C.C. slob not to be poured until
R=0.5"
6. See standard drawing SW -6 for frame, cover, and
paving is in place. Slab and lid
(12mm)
drop manhole details
to be 0.125" to 0.25" (3mm to 6mm)
below new finished paving.
2.0" kfin.
8.0" Min.
.....................................................� 2.1 Mortar,
........
9 Dry Pocked
SW -2
TYPE 'A ' MANHOLE
NOT TO SCALE
4.0' (1.2m) See standard
drawing SW -6
for frame and
cover details
- The upper portions of incoming
N and outgoing sewers shall be
removed and the broken edges
shall be plastered smooth with
cement mortar.
Class "A"
Concrete
CITY OF BAKERSFIELD, CALIFORNIA
SW -4
TYPE 'B' MANHOLE
NOT TO SCALE
P.C.C. slob not to be poured until paving Note.* PCC Slob not to be placed until
is in place. Slab and lid to be 0.125" to Paving is in place.
0.25" (3mm to 7mm) below new posing 2.0' (0.6m) Square A.0 Paving
Edge Pick Hole Sawcut
(Optional) 1.0" (25mm) Letters,
0.25" (5mm) Hign ' ;2=
0.5" x 0.375 Diamond Mat,
(12mm x 9mm)
0.125" (3mm) Deep 6.0 (O.15m) Dia. 1,
A MONUMEN A
, r Building paper or
Top of
`�s Plastic in pints
BKSF Monument
0.5" (12mm) Hote �"' ' ' . - •' ��
10 (0.25m) •: "
0.75") Letters ( 20mm Pipe Casing ,
12 (03m) Dia.
0.125" (3mm) High PLAN 2.0' (0.6m) Square
Concrete Pod
12.125" (03m) SECTION THRU MONUMENT
0.06" (2mm) 10.75" (0.27m) 0.625" (16mm)
0.375" (tOmm) 9.875" (0.25m) 0.75" (19mm) NOTES.'
�-�,- t All work shall conform to the opplicab/e sections of the
specifications entitled "Standard Specifications, State of
L625" 4 mm) Colitornia, Department of Transportation, opproved current
ed't' d th loll '
0.25" (6mm)
TOP VIEW Note: P.C.C. slob not to be
Concave depression for
poured until paving is in place.
r ion, on a owing general notes
to form a firm and tenacious seal.
NO TES:
1. A/1 work shall conform to the applicable sections
2. Castings shall conform to the provisions of the specifications
of the specifications entitled "Standard Specifications,
State of California, Deportment of Transportation",
approved current edition.
E
2. Mortar sholl consist of one part Portland Cement
N
and two parts of clean, well graded sand.
2.• 1 Mortar,
given a light broom finish.
2.0' Dia. Dry Pocked 3. Joints shall be filled with mortar and neatly cleaned
(0.6m) `��f or wiped on inside of pipe.
n
10. The name of the manufacturing company shall be on the
0 4. Pre cast reinforced manhole sections shall be
10.875" (0.2&n)
constructed in accordance with the provisions of
A Pipe casing sholl be 10" (0.25m) I.D. steel, ARS, or as
ASTM C-478, current edition.
CITY OF BAKERSFIELD, CALIFORNIA
SW -4
TYPE 'B' MANHOLE
NOT TO SCALE
P.C.C. slob not to be poured until paving Note.* PCC Slob not to be placed until
is in place. Slab and lid to be 0.125" to Paving is in place.
0.25" (3mm to 7mm) below new posing 2.0' (0.6m) Square A.0 Paving
Edge Pick Hole Sawcut
(Optional) 1.0" (25mm) Letters,
0.25" (5mm) Hign ' ;2=
0.5" x 0.375 Diamond Mat,
(12mm x 9mm)
0.125" (3mm) Deep 6.0 (O.15m) Dia. 1,
A MONUMEN A
, r Building paper or
Top of
`�s Plastic in pints
BKSF Monument
0.5" (12mm) Hote �"' ' ' . - •' ��
10 (0.25m) •: "
0.75") Letters ( 20mm Pipe Casing ,
12 (03m) Dia.
0.125" (3mm) High PLAN 2.0' (0.6m) Square
Concrete Pod
12.125" (03m) SECTION THRU MONUMENT
0.06" (2mm) 10.75" (0.27m) 0.625" (16mm)
0.375" (tOmm) 9.875" (0.25m) 0.75" (19mm) NOTES.'
�-�,- t All work shall conform to the opplicab/e sections of the
specifications entitled "Standard Specifications, State of
L625" 4 mm) Colitornia, Department of Transportation, opproved current
ed't' d th loll '
0.25" (6mm)
9.5" (0.24m)
Concave depression for
preparation of asphalt or cool tar and oil applied at 300° F
r ion, on a owing general notes
to form a firm and tenacious seal.
6. Concrete shall contain no additives unless prior written opprovol
0
2. Castings shall conform to the provisions of the specifications
7. Concrete shall be cured with a white pigmented curing compound
"'
for grey -iron castings, senot designation ASTM.' A48, class no. JOB
0.375" (lOmm)
10.125" (0.26m)
given a light broom finish.
1)
9. All concrete used shall be Goss "A".
3. A# frames and covers shall be tough, grey cost iron, free
10. The name of the manufacturing company shall be on the
10.875" (0.2&n)
from warps crocks swells, and cold sheet, and sholl hove a
A Pipe casing sholl be 10" (0.25m) I.D. steel, ARS, or as
cast together of Bronze
workmanlike finish.
SEC TION A - A
4. The seats of fromes and bearing faces of the covers sholl be
Stamp Disk with R.C.E.
machined for a smooth, non -rocking fit between the two castings
or L.S. Number.
Disk shall be Leitz
No 8134-13 or
opproved equal N
H
w
0.438" x 2.0" Shank I
(llmm x 50mm)
DOME HEAD DISK DETAIL
File Name: Truxtun Plons_Xref Drawn: JOE CA TALAN
PUBLIC WORKS DEPARTMENT Job No.: 774K219 Engineer: JOE CATALAN
Date: Feb. 11, 14 Checked By. DP
QRpFESS/ONq
pEAN R �.
f � �O •9� 2�
REGISTERED CIV_1L EN INEE u C 46803
* Exp.6-30-15
CITY OF BAKERSFIELD
1501 TRUXTUN AVENUE '9TF Civ1
BAKERSFIELD, CA 93301 OF CALF
REVISIONS
No. DA TE DESCRIP TION
1 / /
2 / /
3 / /
4
Figure 3B-21 (CA). Examples of Parking Space Markings
NOT TO SCALE
NOTES:
i. t"ur harking Stalls along the left side curb on one»way streets, markings maybe placed
on the curb delineating the ends of the individual stalls.
2. All stall markings are made with 4 In wide white lines. The shape is optional.
3. The parking stall cross line, 8 ft from the curb, may be continuous longitudinally.
PARKING SPACE MARKINGS DETAIL
NOT TO SCALE
7
PAVEMENT REHABILITATION 2013-2014 RSTP- SHEET NO.
TRUX TUN AVE" FROM CHESTER AVE. TO "T" ST. - STANDARDS .2 OF 7
1 Ir -
O 1 2 3
5. Casting shall be thoroughly cleaned and dipped twice in a
Concave depression for
preparation of asphalt or cool tar and oil applied at 300° F
Surveying purposes
to form a firm and tenacious seal.
6. Concrete shall contain no additives unless prior written opprovol
is obtained from the City Engineer.
7. Concrete shall be cured with a white pigmented curing compound
complying with section 90-7.018 of the Standard Specifications
8. The surface shall be finished to grade, troweled smooth, and
given a light broom finish.
1)
9. All concrete used shall be Goss "A".
-�� 0.125" (3mm)
10. The name of the manufacturing company shall be on the
underside of the cover.
Disk and Stem to be
A Pipe casing sholl be 10" (0.25m) I.D. steel, ARS, or as
cast together of Bronze
directed by the City Engineer.
FILENAME: ST-21REV
DOME HEAD DISK DETAIL
File Name: Truxtun Plons_Xref Drawn: JOE CA TALAN
PUBLIC WORKS DEPARTMENT Job No.: 774K219 Engineer: JOE CATALAN
Date: Feb. 11, 14 Checked By. DP
QRpFESS/ONq
pEAN R �.
f � �O •9� 2�
REGISTERED CIV_1L EN INEE u C 46803
* Exp.6-30-15
CITY OF BAKERSFIELD
1501 TRUXTUN AVENUE '9TF Civ1
BAKERSFIELD, CA 93301 OF CALF
REVISIONS
No. DA TE DESCRIP TION
1 / /
2 / /
3 / /
4
Figure 3B-21 (CA). Examples of Parking Space Markings
NOT TO SCALE
NOTES:
i. t"ur harking Stalls along the left side curb on one»way streets, markings maybe placed
on the curb delineating the ends of the individual stalls.
2. All stall markings are made with 4 In wide white lines. The shape is optional.
3. The parking stall cross line, 8 ft from the curb, may be continuous longitudinally.
PARKING SPACE MARKINGS DETAIL
NOT TO SCALE
7
PAVEMENT REHABILITATION 2013-2014 RSTP- SHEET NO.
TRUX TUN AVE" FROM CHESTER AVE. TO "T" ST. - STANDARDS .2 OF 7
1 Ir -
O 1 2 3
2'
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OF S TREE T AND F OF CONS TRUC TION
F
52'
—22' — 32'
FULL DEPTH
RECONSTRUCT
STRAIGHTGRADE**
_
MEDIAN W/D TH
VARIES (4'-18')
SEE PLAN
! !
! !
! !
0.63' (7.5") CURB REVEAL
— 1.0' TYPE "A " A C -
- 0.40' TYPE "A" AC-
-
C-- EX. BASE MA TERIAL —
— EX. LIP OF GUTTER —
FON
A"rom
52'
—22' — 32'
FULL DEP TH
RECONSTRUCT
TRAIGHT GRADE**
COLDPLANE/EXCA VA TE EX. PA VEMEN T
2'
18'
COLDPLANE
rr
t
TYPICAL CROSS SECTION OF TRUXTUN AVENUE.- STA 10+62 TO STA 32+82 AND STA 36+02 TO 45+18
N. TS.
**.'CROSS SLOPE SHALL BE AT LEAST 2% BUT SHALL NOT EXCEED 4%
NOTE 1: CONTRACTOR SHALL PROTECT ALL EXISTING MEDIAN ISLAND CURBS,
CONDUITS, FA CIL I TIES, AND VEGETATION. CON TRA C TOR SHALL BE RESPONSIBLE
TO REPAIR AND/OR REPLACE ANY DAMAGE TO EXISTING STRUCTURES,
U TILI TIES, AND VEGETATION WITHIN THE MEDIAN ISLAND.
NOTE 2: MEDIAN ISLAND CURB REVEAL SHALL BE 7.5" (0.63) ALL THROUGHOUT THE
PROJECT LIMITS EXCEPT AT TRANSITION AREAS (100' FROM PAVEMENT TIE IN)
AND FROM STA 26+00 TO STA 32+82 EASTBOUND DIRECTION WHERE
CURB REVEAL SHALL BE 6.0" (0.50').
MINIMUM 6 "
APPLY CRAFTPAPER A T
THE END OF SHIFT
PA VEMEN T PL ACED I MINIMIZE
q OF S TREE T AND F OF CONS TRUC TION
MEDIAN
ISLAND
FaJy
0.63' (7.5") CURB REVEAL
TYPE "A" A C* —
0.83' (APPROX. 10") CONCRETE LAYER —
1.0' TYPE "A" AC —
0.40' TYPE "A" AC" —
EXISTING BASE MA TERIAL —
l'ILL AMLA W11H IbMPUI-?ARY PAVEMENT
— A T THE END OF SHIFT TO PROVIDE
SMOOTH TRANSITION FROM NEW
PAVEMENT TO EXISTING.
PAVEMENT LIMITS CONTINUE
AT THE BEGINNING OF NEXT SHIFT
IN CURRENT SHIFT I —�
PAVEMENT TRAVERSE JO/NT DETAILS END OF SH/FT
PAVEMENT PLACED IN
PREVIOUS SHIFT
PAVEMENT LIMITS CONTINUE
AT THE BEGINNING OF SHIFT
MINIMUM 6" REMOVE HOT PATCH & CRAFTPAPER
AT THE BEGINNING OF NEXT SHIFT
PAVEMENT TRAVERSE JOINT DETAILS- BEG/NN/NG OF SHIFT
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
005
52'
— 22' +/— —
FULL DEP TH
RECONSTRUCT
F
COL DPL A NE/EXCA VA TE EX. PA VEMEN T
EXISTING CONCRETE LA YER
TYPICAL CROSS SECTION OF EASTBOUND TRUXTUN AVENUE. STA 11+00— TO STA 15+ 00—
TRUX TUN AVE. FROM CHESTER AVE. TO L ST
N. TS.
*: CON TRA C TOR SHALL EXCA VA TE EXI S TING ASPHALT CONCRETE D 0 WN TO
THE TOP OF THE CONCRETE L A YER. CDN TRA C TOR SHALL PRO TEC T IN
PLACE THE CONCRETE L A YER. CON TRA C TOR SHALL DETERMINE THE THICKNESS
OF THE NEW ASPHAL T CONCRETE TO ACHIEVE 0.63' MEDIAN CURB REVEAL.
File Name: Truxtun Plans_Xref Drawn: JOE CA TALAN
Job No.: T4K219 Engineer: JOE CA TALAN
Date: Apr. 25, 14 Checked By PF
QRpFESS/ONq
pEANCOD
REGIS RED C VlL GI NEER uj
C 46803
Exp. 6-30-15
CITY OF BAKERSFIELD J� �`�
1501 TRUXTUN AVENUE qTF Civi\- 0��
BAKERSFIELD, CA 93,301 OP CN -
REVISIONS
No. DA TE DESCRIPTION
4/24/2014 ALL ASPHALT CONCRETE SHALL BE TYPE "A"
DETAIL OF CONCRETE LAYER ON TRUXTUN AVE.
2 / /
3 / /
S4(
1
I
PA VEMENT REHABILITA TION 2013-2014 RSTP= SHEET NO.
TRUXTUN A VE. FROM CHESTER A VE TO 7" ST. — SECT/ONS AND DETAILS 3 OF 7
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TRUX TUN AVENUE AT CHESTER AVENUE
22+00
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N. TS.
wj-,—,Kg 05 L'
14L 0 02
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All
I-
TRUX TUN A VENUE A T "L " S TREE T
N. TS.
RIGH T
RIGHT TURN
THRU LANE
LEFT TURN LANE
LOOP DETECTOR
10'
---
T YPE E
LOOP DETECTOR
10' 15'
10' 15' 15'
STOP BAR
L OOP LAYOUT
NOT TO SCALE
NOTE:
CONTRACTOR SHALL BE RESPONSIBLE FOR PULLING THE DLC's IF
CONTRACTOR CAN'T MEET THE LOOP ASSIGNMENT SHOWN.
TRUX TUN A VENUE A T "N " S TREE T
N. T S.
I
File Nome.TRAFFIC DETECTORS Drawn: JOE CATALAN PAVEMENT REHABILITATION 2013--2014 RSTP- SHEET NO.
CITY OF BA KERSI DIEL D, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 774K219 En gin eer. JOE CATALAN
D � Ch• TRUXTUN AVE. FROM CHESTER AVE TO STA ST. —SECTIONS AND DETAILS 4 OF 7
Date: Feb. 11, 14 ecked By.
O 1 2 3
QROEESSIONq
DEANrTi
�Il /
REGIST
ED
w
V-//- ENGINER c C 46803
Exp. 6-30-15
CITY OF BAKERSFIELD "� �P
N qTF
1501
OF'CA��
BAKERSFIELD
CAVENUE 93301
REVISIONS
No.
DA TE
DESCRIP TION
1
/
/
2
/
/
4
/
/
TRUX TUN A VENUE A T "N " S TREE T
N. T S.
I
File Nome.TRAFFIC DETECTORS Drawn: JOE CATALAN PAVEMENT REHABILITATION 2013--2014 RSTP- SHEET NO.
CITY OF BA KERSI DIEL D, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 774K219 En gin eer. JOE CATALAN
D � Ch• TRUXTUN AVE. FROM CHESTER AVE TO STA ST. —SECTIONS AND DETAILS 4 OF 7
Date: Feb. 11, 14 ecked By.
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CONSTRUCTION NOTES
F-11 CON TRA C TOR SHALL INSTALL FIRE HYDRANT MARKERS AT L OCA TIONS INDICATED ON THE PLANS.
F2 CONTRACTOR SHALL ADJUST MANHOLE TO NEW PA VEMENT GRADE PER COB STANDARD
SW -2 OR SW -4. WHEN NECESSARY, REPLACE MANHOLE FRAME AND LID PER COB
STANDARD SW -6 (SE WER/STORMDRAIN) TO CONFORM WITH "BUY AMERICA" REQUIREMENTS.
31 CONTRACTOR SHALL ADJUST SURVEY MONUMENT ENCASEMENT PER COB STANDARD ST -21.
WHEN NECESSARY, REPLACE MONUMENT FRAME AND LID PER COB STANDARD ST -21,
TO CONFORM WITH "BUY AMERICA" REQUIREMENTS
F4 CONTRACTOR SHALL INSTALL 6' DIAMETER TYPE E TRAFFIC DETECTOR LOOPS SEE DETAILS SHEET
E CONTRACTOR SHALL INSTALL TYPE D TRAFFIC DETECTOR LOOPS. SEE DETAILS SHEET
6E CONTRACTOR SHALL INSTALL TYPE 0 ADVANCE LOOPS, 105 FEET BEHIND THE STOP BAR.
F7 CONTRACTOR SHALL INSTALL TYPE D ADVANCE LOOPS, 185 FEET BEHIND THE STOP BAR.
F8 CONTRACTOR SHALL INSTALL TYPE D ADVANCE LOOPS, 230 FEET BEHIND THE STOP BAR.
F9 CONTRACTOR SHALL INSTALL TYPE A PEDESTRIAN ACCESS RAMP PER STA TE OF
CALIFORNIA STANDARD PLANS 2006 RSP A88A
10 CONTRACTOR SHALL INSTALL TYPE C PEDESTRIAN ACCESS RAMP PER STATE OF
CALIFORNIA STANDARD PLANS 2006 RSP A88A
F 11MANHOLE/UTILITY VA UL T TO BE ADJUSTED BY OTHERS
F12 CONTRACTOR SHALL MATCH EXISTING PAVEMENT GRADE AND CURB REVEAL. TIE IN SHALL
HA VE A 100 FEET TRA NSI TION TO NEW PA VEMENT ELEVA TION AND CURB REVEAL.
CITY OF BAKERSFIELD, CALIFORNIA
'EX. FLOWLINE 145 L 4 5 30 SF 152 SF 12
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457 LF
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GENERAL NOTES
1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE
BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL
RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS PLACED SOLELY
ON THE CONTRACTOR.
2 ALL STRIPING AND PA VEMENT MARKINGS SHALL CONFORM TO THE STA TE OF
CALIFORNIA STANDARD PLANS DA TED 2006.
3 CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING MEDIAN ISLANDS, SIDEWALK,
CURBS & GUTTERS, AND ALL S TREE T IMPROVEMENTS DURING CONS TRUC TION.
LEGEND
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SYMBOLS
FULL DEPTH RECONSTRUCTION IN AREAS
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INSTALL 6' x 6' TYPE "D" LOOP
INDICATED ON THE PLANS.
C 46803
INSTALL
SEE SHEET 3 FOR SECTION DETAILS
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INSTALL 6' x 6' TYPE "E" LOOP
9501
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ADJUST MONUMENT FRAME AND COVER
TYPE IV ARROW (L)
REVISIONS
AND COVER
GRIND AND 0VERLA Y IN AREAS INDICA TED ON
DESCRIP TION
ADJUST MANHOLE FRAME AND COVER
THE PLANS.
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INSTALL
SEE SHEET 3 FOR SECTION DETAILS.
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WA TER VA VE TO BE ADJUSTED BY OTHERS
"ONL Y" MARKING
10
GAS VA VE TO BE ADJUSTED BY OTHERS
"LANE" MARKING
11
INSTALL
File Nome. • Truxtun Plans—Xref Drawn: JOE CA TALAN
PUBLIC WORKS DEPARTMENT Job No.: T4K219 Engineer: JOE CATALAN
Date: 1/20/2014 Checked By. 07
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REGIS TER D CIV INFER
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* Exp, 6-30-15
CITY OF BAKERSFIELD
TRUXTUN AVENUE
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9501
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BAKERSFIELD, CA 93301
TYPE IV ARROW (L)
REVISIONS
No.
DA TE
DESCRIP TION
INSTALL
"RIGHT" MARKING
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2
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INSTALL
"ONL Y" MARKING
10
INSTALL
"LANE" MARKING
11
INSTALL
"STOP" MARKING
12
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DETAIL 21
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DETAIL 28
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DETAIL 38
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TYPE IV ARROW (R)
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"RIGHT" MARKING
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"TURN" MARKING
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"ONL Y" MARKING
10
INSTALL
"LANE" MARKING
11
INSTALL
"STOP" MARKING
12
INSTALL
1' WIDE STOP BAR/PEDESTRIAN
CROSS
WALK MARKING (WHITE PAINT)
13
INSTALL
"T" PARKING STALL MARKING (WHITE)
14
INSTALL
INTERNATIONAL SYMBOL OF
ACCESSIBILITY (ISA) MARKING
15
INSTALL
PARKING STALL MARKING (BLUE)
PAVEMENT REHABILITATION 2013-2014 RSTP=
TRUX TUN AVE. FROM CHESTER AVE. TO "T" ST. - CONSTRUCTION PLANS
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MARKING NOTES:
CONSTRUCTION NOTA-: �--
FICON
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CONTRACTOR SHALL ADJUST MANHOLE TO NEW PAVEMENT GRADE PER COB STANDARD
O
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RECONSTRUCTION ON TRUXTUN AVENUE SHALL
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F3]
CONTRACTOR SHALL ADJUST SURVEY MONUMENT ENCASEMENT PER COB STANDARD ST -21.
DETAIL 38
WHEN NECESSARY, REPLACE MONUMENT FRAME AND LID PER COB STANDARD ST -21,
J OF THE PLANS ISSUED FOR THIS PROJECT
TO CONFORM WI TH "BUY AMERICA " REQUIREMENTS.
F41
CONTRACTOR SHALL INSTALL 6' DIAMETER TYPE E TRAFFIC DETECTOR LOOPS SEE DETAILS SHEET.
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6]
CON TRAC TOR SHALL INSTALL TYPE D ADVANCE L OOPS, 105 FEET BEHIND THE STOP BAR.
MCONTRACTOR
SHALL INSTALL TYPE D ADVANCE LOOPS, 185 FEET BEHIND THE STOP BAR.
F8
CONTRACTOR SHALL INSTALL TYPE D ADVANCE LOOPS, 230 FEET BEHIND THE STOP BAR.
F-91
CON TRAC TOR SHALL INSTALL TYPE A PEDESTRIAN ACCESS RAMP PER STA TE OF
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F12]CONTRACTOR
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CITY OF BAKERSFIELD, CALIFORNIA
1 344 LF 10
344 LF
BAKERSFIELD CONVENTION
VISITORS BUREAU I [
— TRA N51 TION PA VEMENT'
AND CURB REVEAL
+ aTA FAZ60L
1 298 LF E LIP E
1 298 LF
A F
7-7
37+
3 +00
. .......... -- E. Eli
15124 SF
14 28 SF (BLUE)
18 SF (WHITE)
.GENERAL NOTES:
1 ALL UTILI TY L OCA TIONS SHOWN ARE APPROXIMA TE ONL Y, AND REPRESENT THE
BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES FINAL
RESPONSIBILI TY FOR LOCA TING UTILI TIES IN THE FIELD IS PLACED SOLEL Y
ON THE CONTRACTOR.
2 ALL STRIPING AND PA VEMENT MARKINGS SHALL CONFORM TO THE STA TE OF
CALIFORNIA STANDARD PLANS DATED 2006.
3 CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING MEDIAN ISLANDS, SIDEWALK,
CURBS & GUTTERS, AND ALL S TREE T IMPRO VEMEN TS DURING CONS TRUC TION.
LEGEND
MARKING NOTES:
CONSTRUCTION NOTA-: �--
FICON
TRA C TOR SHALL INSTALL FIRE HYDRANT MARKERS A T LOCA TIONS INDICA TED ON THE PLANS
F2]
CONTRACTOR SHALL ADJUST MANHOLE TO NEW PAVEMENT GRADE PER COB STANDARD
DETAIL 21
SW -2 OR SW -4. WHEN NECESSARY, REPLACE MANHOLE FRAME AND LID PER COB
RECONSTRUCTION ON TRUXTUN AVENUE SHALL
STANDARD SW -6 (SEWER/STORMORAIN) TO CONFORM WITH "BUY AMERICA" REQUIREMENTS
F3]
CONTRACTOR SHALL ADJUST SURVEY MONUMENT ENCASEMENT PER COB STANDARD ST -21.
DETAIL 38
WHEN NECESSARY, REPLACE MONUMENT FRAME AND LID PER COB STANDARD ST -21,
J OF THE PLANS ISSUED FOR THIS PROJECT
TO CONFORM WI TH "BUY AMERICA " REQUIREMENTS.
F41
CONTRACTOR SHALL INSTALL 6' DIAMETER TYPE E TRAFFIC DETECTOR LOOPS SEE DETAILS SHEET.
[5]CONTRACTOR
SHALL INSTALL TYPE D TRAFFIC DETECTOR LOOPS. SEE DETAILS SHEET
6]
CON TRAC TOR SHALL INSTALL TYPE D ADVANCE L OOPS, 105 FEET BEHIND THE STOP BAR.
MCONTRACTOR
SHALL INSTALL TYPE D ADVANCE LOOPS, 185 FEET BEHIND THE STOP BAR.
F8
CONTRACTOR SHALL INSTALL TYPE D ADVANCE LOOPS, 230 FEET BEHIND THE STOP BAR.
F-91
CON TRAC TOR SHALL INSTALL TYPE A PEDESTRIAN ACCESS RAMP PER STA TE OF
10
CALIFORNIA STANDARD PLANS 2006 RSP A88A
Fl-ol
CONTRACTOR SHALL INSTALL TYPE C PEDESTRIAN ACCESS RAMP PER STATE OF
OF THE PLANS ISSUED FOR THIS PROJECTWATER
CALIFORNIA STANDARD PLANS 2006 RSP A88A
Fl-1]MANHOLEIUTILITY
VAULT TO BE ADJUSTED BY OTHERS
F12]CONTRACTOR
SHALL MATCH EXISTING PAVEMENT GRADE AND CURB REVEAL. TIE IN SHALL
CROSS
HAVE A 100 FEET TRANSITION TO NEW PAVEMENT ELEVATION AND CURB REVEAL.
13
INSTALL
CITY OF BAKERSFIELD, CALIFORNIA
1 344 LF 10
344 LF
BAKERSFIELD CONVENTION
VISITORS BUREAU I [
— TRA N51 TION PA VEMENT'
AND CURB REVEAL
+ aTA FAZ60L
1 298 LF E LIP E
1 298 LF
A F
7-7
37+
3 +00
. .......... -- E. Eli
15124 SF
14 28 SF (BLUE)
18 SF (WHITE)
.GENERAL NOTES:
1 ALL UTILI TY L OCA TIONS SHOWN ARE APPROXIMA TE ONL Y, AND REPRESENT THE
BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES FINAL
RESPONSIBILI TY FOR LOCA TING UTILI TIES IN THE FIELD IS PLACED SOLEL Y
ON THE CONTRACTOR.
2 ALL STRIPING AND PA VEMENT MARKINGS SHALL CONFORM TO THE STA TE OF
CALIFORNIA STANDARD PLANS DATED 2006.
3 CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING MEDIAN ISLANDS, SIDEWALK,
CURBS & GUTTERS, AND ALL S TREE T IMPRO VEMEN TS DURING CONS TRUC TION.
LEGEND
MARKING NOTES:
SYMBOLS
FULL DEPTH RECONSTRUCTION IN AREAS
DETAIL 9
INSTALL 6' x 6' TYPE 'D" LOOP
INDICA TED ON THE PLANS THE DEPTH OF
DETAIL 21
O
RECONSTRUCTION ON TRUXTUN AVENUE SHALL
O
INSTALL 6' x 6' TYPE "E" LOOP
CONFORM TO THE DETAILS SHOWN ON SHEET
DETAIL 38
O5
J OF THE PLANS ISSUED FOR THIS PROJECT
TYPE IV ARROW (L)
O
INSTALL
p
ADJUST MONUMENT FRAME AND COVER
"RIGHT" MARKING
AND COVER
GRIND AND OVERLAY IN AREAS INDICATED ON
®
ADJUST MANHOLE FRAME AND COVER
THE PLANS THE DEPTH OF GRINDING SHALL
"ONL Y" MARKING
10
CONFORM TO THE DETAILS SHOWN ON SHEET 3
"LANE" MARKING
11
OF THE PLANS ISSUED FOR THIS PROJECTWATER
"STOP" MARKING
VALVE TO BE ADJUSTED BY OTHERS
INSTALL
x
GAS VA VE TO BE ADJUSTED 8Y OTHERS
CROSS
WALK MARKING (WHITE PAINT)
13
QRpFESS/ON
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2 /Z/,/Z/ Z
REGIS T ED Cl EGINEErn
cl� C 46803
Ep.6-30-15
CITY OF BAKERSFIELD
1501 TRUXTUN AVENUE qTF C/Vl\-
BAKERSFIELD, CA 93301 OF CA1��F
REVISIONS
No. DA TE DESCRIP TION
—
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1 298 L F
1 298 LF
STRIPING AND
MARKING NOTES:
1O
INSTALL
DETAIL 9
2O
INSTALL
DETAIL 21
O
INSTALL
DETAIL 28
O
INSTALL
DETAIL 38
O5
INSTALL
TYPE IV ARROW (L)
O
INSTALL
TYPE IV ARROW (R)
OINSTALL
"RIGHT" MARKING
8O
INSTALL
"TURN" MARKING
OINSTALL
"ONL Y" MARKING
10
INSTALL
"LANE" MARKING
11
INSTALL
"STOP" MARKING
12
INSTALL
I' WIDE STOP BAR/PEDESTRIAN
CROSS
WALK MARKING (WHITE PAINT)
13
INSTALL
"T" PARKING STALL MARKING (WHITE)
14
INSTALL
INTERNATIONAL SYMBOL OF
ACCESSIBILITY (ISA) MARKING
15
INSTALL
PARKING STALL MARKING (BLUE)
I
File Nome: Truxtun Plans—Xref Drawn: JOE CA TALAN PAVEMENT REHABILITATION 2013-2014 RSTP= SHEET NO.
PUBLIC WORKS DEPARTMENT Job No.: 774K219 Engineer: JOE CA TALAN
Date: 1/20/2014 Checked By.- y7 p TRUXTUN AVE. FROM CHESTER AVE. TO AT" ST. - CONSTRUCTION PLANS 6 OF 7
0 2 3
LEGEND
DETOUR ROUTE
mm CONS TRUC TION PHASE
FULL DEPTH RECONSTRUCT AREAS
1. CONTRACTOR SHALL EXCA VA TE EXISTING PA VEMENT TO A CERTAIN
DEPTH THA T ALLOWS FOR A 7.5" FINISH MEDIAN CURB REVEAL,
UNLESS NOTED OTHERWISE ON THE PLANS.
2. CONTRACTOR SHALL PLACE 1.0' TYPE "A" AC IN LIFTS
GRIND AND 0VERLA Y AREAS
1. CON TRA C TOR SHAL L GRIND/CDL DPL ANE EX/S TING PA YEMEN T
TO A DEPTH THAT ALLOWS FOR THE 0.40' TYPE "A"
AC 0VERLA Y SHOWN ON DETAILS SHEET (SHEET 3).
2. CONTRACTOR SHALL PLACE 0.40' TYPE "A" AC.
I ?
GENERAL NOTES:
1. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHOWN ON THESE PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR
TO MEET CONTRACTOR'S TRAFFIC CONTROL AND DETOUR PLANS AND SHALL COMPLY W/ tH THE CON TRACTOR'S MAINTAINING TRAFFIC.
2. CON TRA C TOR SHALL MAINTAIN ACCESS TO ALL LOCAL S TREE TS AND DRI VEWA YS A T ALL; TIMES UNLESS OTHERWISE ALLOWED BY, THE, ENGINEER.
J. CONTRACTOR SHALL COORDINATE WITH CITY OF BAKERSFIELD TRAFFIC ENGINEERING TO ADDRESS TRAFFIC ,SIGNAL OPERA TIONS-
PRIOR
IONSPRIOR TO START OF CONSTRUCTION OPERATIONS
4. CONTRACTOR SHALL USE THE APPROPRIA TE SIGNAGE FROM THE CURRENT "MU TCD" TO �SL' OW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS,
WHICH REQUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LINES.
5. CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL AND DETOUR PLANS TO BAKERSFIELD TRAFFIC ENGINEERING FOR APPROVAL.
NO WORK SHALL COMMENCE UNTIL TRAFFIC CONTROL AND DETOUR PLANS ARE APPROVED.
6. CON TRA C TOR SHALL SUBMIT WRITTEN REQUEST AND OB TA /N CITY APPROVAL TO CONS TRUC T MORE THAN ONE PHASE AT ANY GIVEN TIME.
7. NEW PAVEMENT SHALL BE OPENED TO TRAFFIC AFTER WORKING HOURS AND SHALL HAVE TEMPORARY STRIPING AND MARKINGS
8. CONTRACTOR SHALL PA VE ALL EXCA VA TED AND GR/NDED AREAS ON THE SAME WORK SHIFT TO ALLOW ALL TRA VEL LANES BE OPENED
BY 6.00 AM THE NEXT DAY.
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'Exp.
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qTF CSV ��-
1501 TRUXTUN A VENUE
BAKERSFIELD, CA 93301 �F CN-
REVISIONS
No.
DA TE
DESCRIP TION
DETAILED CONSTRUCTION PHASING &
1
4/25/2014
DETOUR PLANS
2
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DETOUR ROU TE
CONS TRUC TION PHASE
FULL DEPTH RECONSTRUCT AREAS
1. CONTRACTOR SHALL EXCA VA TE EXISTING PA VEMENT TO A CERTAIN
DEPTH THA T ALLOWS FOR A 7.5" FINISH MEDIAN CURB REVEAL,
UNLESS NOTED OTHERWISE ON THE PLANS.
2. CONTRACTOR SHALL PLACE 1.0' TYPE "A " AC IN LIFTS
GRIND AND 0VERLA Y AREAS
1. CONTRACTOR SHALL GRIND/COLDPLANE EXISTING PAVEMENT
TO A DEPTH THAT ALLOWS FOR THE 0.40' TYPE "A"
AC 0VERLA Y SHOWN ON DETAILS SHEET (SHEET 3).
2. CONTRACTOR SHALL PLACE 0.40' TYPE "A " AC.
GENERAL NOTES
1. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHOWN ON THESE PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR
TO MEET CONTRACTOR'S TRAFFIC CONTROL AND DETOUR PLANS AND SHALL COMPLY WITH THE CONTRACTOR'S MAINTAINING TRAFFIC.
2. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL LOCAL STREETS AND DRI VEWA YS A TALL TIMES UNLESS OTHERWISE ALLOWED BY THE ENGINEER.
J CONTRACTOR SHALL COORDINA TE WI TH Cl TY OF BAKERSFIELD TRAFFIC ENGINEERING 0 ADDRESS TRAFFIC SIGNAL OPERA TIONS
PRIOR TO START OF CONSTRUCTION OPERA TIONS
4. CON TRA C TDR SHAL L USE THE APPROPRIA TE S/GNA GE FROM THE CURREN T "MU TCD " 'TD SLOW TRAFFIC TO 15 MPH THROUGH /N TERSEC TIONS,
WHICH REQUIRE THROUGH TRAFFIC TO MERGE GREA TER THAN 5 FEET TO ALIGN W/ TH CONSTRUCTION PHASING LINES.
5. CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL AND DETOUR PLANS TO BAKERSFIELDII TRAFFIC ENGINEERING FOR APPROVAL.
NO WORK SHALL COMMENCE UNTIL TRAFFIC CONTROL AND DETOUR PLANS ARE APPROVED.
6. CONTRACTOR SHALL SUBMIT WRITTEN REQUEST AND OBTAIN CITY APPROVAL TO CONSTRUCT MORE THAN ONE PHASE AT ANY GIVEN TIME.
7. NEW PA VEMENT SHALL BE OPENED TO TRAFFIC AFTER WORKING HOURS AND SHALL HA VE TEMPORARY STRIPING AND MARKINGS.
8. CONTRACTOR SHALL PA VE ALL EXCA VA TED AND GRINDED AREAS ON THE SAME WORK SHIFT TO ALLOW ALL TRA VEL LANES BE OPENED
BY 6.00 AM THE NEXT DAY.
/ QROFESS/ON\
AN
REGIS TERED--Gl-1ll L N Gll l ER
UExp.6-30-15
CITY OF BAKERSFIELD1501
TRUXTUN A VENUE
BAKERSFIELD, CA 93301 OF CALF
REVISIOIVS
No.
DA TE
DESCRIP TION
04/,75/Z014
DETAILED CONSTRUCTION PHASING &
DETOUR PLANS
2
/ /
4
CRY OF BAKERSFIELD, CALIFORNIA
CONSTRUCTION PHASING AND DETOUR ROUTE
File Nome. -Phasing P/on
PUBLIC WORKS DEPARTMENT Job No.: T4K219
Dote: 1/20/2014
Urown: JOE CA TALAN
Engineer: JOE CATALAN
Checked By. Df
PAVEMENT REHABILITATION 2013-2014 RSTP=
TRUXTUN AVE. FROM CHESTER AVE TO ATS ST. - PHASING PLAN
0
SHEET NO.
7.3OF7
'1 2 3
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LEGEND
DETOUR ROU TE
CONS TRUC TION PHASE
FULL DEPTH RECONSTRUCT AREAS .
I. CON TRA C TOR SHALL EXCA VA TE EXIS TING PA VEMEN T TO A CER TAIN
DEPTH THA T ALLOWS FOR A 7.5" FINISH MEDIAN CURB REVEAL,
UNLESS NOTED OTHERWISE ON THE PLANS
2. CONTRACTOR SHALL PLACE 1.0' TYPE "A" AC IN LIFTS
GRIND AND 0 VERLA Y AREAS
I. CONTRACTOR SHALL GRIND/COLDPL ANE EXISTING PA VEMENT
TO A DEPTH THAT ALLOWS FOR THE 0.40' TYPE "A"
AC 0VERLA Y SHOWN ON DETAILS SHEET (SHEET 3).
2. CONTRACTOR SHALL PLACE 0.40' TYPE "A " AC.
CITY / OF BAKERSFIELD, CALIFORNIA
IIn
GENERAL NOTES
1. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHOWN ON THESE PLANS ARE EXISTING AND SHALL BE MODIFIED B Y THE CON TRA C TOR
TO MEET CONTRACTOR'S TRAFFIC CONTROL AND DETOUR PLANS AND SHALL COMPLY WITH THE CONTRACTOR'S MAINTAINING TRAFFIC.
2. CONTRACTOR SHALL 'MAINTAIN ACCESS TO ALL LOCAL STREETS AND DRI VEWA YS AT ALL TIMES UNLESS OTHERWISE ALLOWED BY THE ENGINEER.
J CONTRACTOR SHALL COORDINATE WITH CITY OF BAKERSFIELD TRAFFIC ENGINEERING TO ADDRESS TRAFFIC SIGNAL OPERATIONS
PRIOR TO START OF CONSTRUCTION OPERA TIONS
4. CONTRACTOR SHALL USE THE APPROPRIA TE SIGNAGE FROM THE CURREi l T VUTCO " "TO SLOW TRAFFIC TO 15' MPH THROUGH INTERSECTIONS,
WHICH REQUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET T"' ALIGN WITH CONSTRUCTION PHASING LINES
5. CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL AND DETOUR PLANS TO TKERSFIELD TRAFFIC ENGINEERING FOR APPROVAL.
NO WORK SHALL COMMENCE UNTIL TRAFFIC CONTROL AND DETOUR PLANS ARE APPROVED.
6. CONTRACTOR SHALL SUBMIT WRITTEN REQUEST AND OBTAIN CITY APPR
7. NEW PA VEMENT SHALL BE OPENED TO TRAFFIC AFTER WORKING HOURS
8. CONTRACTOR SHALL PA VE ALL EXCA VA TED AND GRINDED AREAS ON TH
BY 6: 00 AM THE NEXT DA Y.
9. CONTRACTOR SHALL MAINTAIN THE EASTBOUND NO. 3 LANE ON TRUXTUI
AND PASSENGER VEHICLES FROM 7.00 PM TO 12.• 00 AM AND FROM 4: 01
CONSTRUCTION PHASING AND DETOUR ROUTE
File Name.•Phosing Plan
PUBLIC WORKS DEPARTMENT Job No.: T4K219
Date: 1/20/2014
VA TO CONSTRUCT MORE THAN ONE PHASE A T ANY GI VEN TIME.
ND SHALL HAVE TEMPORARY STRIPING AND MARKINGS
SAME WORK SHIFT TO ALLOW ALL TRA VEL LANES BE OPENED
A VE. FROM "Q" ST. TO "T" ST ACCESSIBLE TO AMTRAK BUSES
AM TO 7.• 00 AM.
Urawn: JOE CA TALAN
Engineer.- JOE CA TALAN
Checked By.- J'J f j
1
PAVEMENT REHABILITATION 2013-2014 RSTP=
TRUXTUN AVE. FROM CHESTER AVE. TO "TA ST, — PHASING PLAN
rel
SHEET NO.
7.4OF7
2 3
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oQRpFESSION`
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pEAN 1,1Aw
REGISTERED
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CI ENGINE R C 46803
* Exp, 6-30-15
CITY OF BAKERSFIELD
1501 TRUXTUN AVENUE '9TF CIVIL
OF
BAKERSFIELD,
CA 93301 CA��F
REVISIONS
No.
DA TE
DESCRIP TION
'j04/25/2014
DETAILED CONSTRUCTION PHASING &
DETOUR PLANS
4
PAVEMENT REHABILITATION 2013-2014 RSTP=
TRUXTUN AVE. FROM CHESTER AVE. TO "TA ST, — PHASING PLAN
rel
SHEET NO.
7.4OF7
2 3