HomeMy WebLinkAbout6.9-203 PH2LIST OF DRA WINGS
SHEE T 7
SHEE T 2
SHEET J-5
SHEET 6
Tl TL E SHEE T
CONSTRUCTION PLAN/SECTION DETAIL
STRIPING PLAN
NOTES DETAILS
BENCHMARK
MONUMENT ON THE IN TERSEC TION OF AKERS
ROAD AND PACHECO ROAD IS USED AS
BENCHMARK. STATION 10+00 S TARTS AT THE
MONUMENT ON -AKERS RD AND McKEE RD.
ELEV= 364.535'
BASIS OF BEARING
CENTER LINE OF AKERS ROAD BETWEEN
THE MONUMENT A T DE E T TE A VE AND
WIL SON RD WA S USED A S THE BA SIS OF
BEARING (NAD83) NO -3557"'E
CITY STANDARDS
T-2
STATE STANDARDS
A20B, A20D, A24A, A24C, ES -5B
CONVENTIONAL SYMBOLS
EA SEMEN T
— — RIGH T- OF— WA Y
CEN TERL INE
RAILROAD TRACKS
CHAIN LINK FENCE
CITI 9w Y IO F BA : ERSFIELD
BIKE LANE, /IMPROVEMENTS PHASE 2.AW
AKERS ROAD FROM DE ETTE AVE TO
WH/TE LN ARID AKERS ROAD FROM
PLANZ RD TO, WILSON RD
PROJECT
LOCATIONS
EXIST CURB & CUTTER
--------------- EXIST A.C. FLOWLINE
-------------- EXIST EDGE OF PAVEMENT
GUARD RAIL
IMPRO VEMEN TS
UTILITY SYMBOLS
w
EXIST
WA TER LINE
G
EXIST
GAS LINE
OH
EXIST
AERIAL
EXIST UNDERGROUND
LINES
PHONE LINE
TV
EXIS T
UNDERGROUND
3058
TV CABLES
DETAIL 39A (THERMOPLASTIC)
O
EXIST
OIL LINE
lu
S.L.
MANHOLE
POWER POLE
EXISTING MONUMENT
FU TURF MONUMEN T
STREET LIGHT
STREET LIGHT W/MAST ARM
CLEAN OUT
PRE— EMP TI ON DEVICE
F. H. ^
W. M.
0
►z.
W. V.
G.V.
e�
S
EXIST SEWER LINE
SD
EXIST STORM DRAIN
E
EXIST UNDERGROUND
466
POWER LINE
T
EXIST UNDERGROUND
IN,
PHONE LINE
FO
EXIST FIBER OPTIC LINE
FIRE HYDRANT
WATER METER
WATER VALVE
GAS METER
GAS VALVE
BENCHMARK
EXISTING S TREE T SIGN
NEW S TREE T SIGN
LOCATION MAP
NOT TO SCALE
FINAL PAY QUANTITIES
lTEM
EST/MATED
QUANTITY
UNIT OF
MEASURE
PAVEMENT MARKINGS (PA/NT)
466
SF
DETAIL 32 THERMOPLASTIC
879
IN,
11
291
LF
DETAIL 39 THERMOPLASTIC
3058
LF
DETAIL 39A (THERMOPLASTIC)
7800
11
1011
4713
SF
TYPE "D" HYDRANT MARKERS
9
EA
EXCAVATION EARTHWORK
577
CY
7NA
1/0
%O
i
r
x
3
_
III`
LOCATION MAP
NOT TO SCALE
FINAL PAY QUANTITIES
lTEM
EST/MATED
QUANTITY
UNIT OF
MEASURE
PAVEMENT MARKINGS (PA/NT)
466
SF
DETAIL 32 THERMOPLASTIC
879
LF
DETAIL 38 THERMOPLASTIC
291
LF
DETAIL 39 THERMOPLASTIC
3058
LF
DETAIL 39A (THERMOPLASTIC)
7800
LF
REMOVE TRAFFIC STRIPES AND
PAl/EMENT MARKINGS
4713
SF
TYPE "D" HYDRANT MARKERS
9
EA
EXCAVATION EARTHWORK
577
CY
Job No.: T41<223
File Path: S:\PROJECTS\2013-2014\T4K223 — Bike Lane Akers Rd McKee to Wilson\Drawing
File Name: BIKE LANE AKERS RD..dwg
STATE OF CALIFORNIA
NO TE. -
THE CON TRA C TOR MUST POSSESS THE FOL L 0 WING
VALID LICENSES:
CLA,S,S' A
NO TE. -
THE CON TRA C TOR SHALL CONTACT THE USA L OCA TOR
SERVICE 7-800-642-2444, 48 HOURS PRIOR TO
EXCA VA TION.
PROJECT LENGTH
QRpF E SS l ON,q
NG
Lu
C80507
*
Exp. 3-31-15
OF CAS
+ 7.25 MILE
a
N
Z
w
v�
cn
J
w
m
a
O
J
n
O
d -
I I
N W
N ti
Ln w�
N
N C)
O
0
0
c
0
0')
7D
0
un
w
Y
Q
W
z
Q
J
W
_Y
m
/
0
0
/
0
0
U
i
N
Q
GO
c
0
J
Q)
m
I
rq
N
N
0
N
I
0
N
1-11
un
F-
O
w
D
O
IL
/
��.uu._ .._.___.;....____.!._.+.�I............._ _ 144+00---
STA,
44+00_-STA. 144+94t
f
PROPOSED
STA. 141+
9.
EP AP
7' C.L. H
WIDENING
STA. 144+83.00 C.L. 26.65' RT
EP AP
CENTE
LIN INTE
ROAD 2
ROAD
AKERS
RD
STA.
142+99.25 C.L. 8.00' RT
I
i
I E
BEG114
CONSTRUTION
PACHECO
ROAD
STA. 150+
7/EP AP
'/STA. 150+
EP AP
4*7_2
151+00
152+00
STA, 145+17.00 C.L., 23.10' LT
EP AP 2
- 7' PROPOSED EDGE OF PAVEMENT
.. ...... ...... ::. ......... :»............ ..........w.. .. F..... .... ..... i.. ..".:-..ww...�..�..w. ter"'^
'WWWWIIYIWs'�`•'->*'Rrwc....__..••.;;;iwx�lyyy�y�EF.m)sYlOffIjYY���'�^__-.:. ...��:o^°°�ji'i+,
145+00 146+00 147+00 148+00 149+00
t
7'
7' STA. 144+83.00 C.L.. 22.80' RT
PROPOSED
EDGE OF
PAVEMENT
EP AP
AFTER
WIDENING
STA. 144+83.00 C.L. 26.65' RT
EP AP
AKERS
AKERS
ROAD 2
T STA. 153+60.00 C.L. 32.00' LT '
END CONSTRUCTION
T 2
AFTER WIDENING77
•� -.� _ ®��' ,r
..
::<k4E.\... ...ate• :':,...... «...........
;c::::::::fi7-. ::.... ................�r.ki:iiiiiii:::� .�,....,,.. «.m...e.. .r.-.w-..-�...... ...�..�
7'
153+
154+00
155+00
GENERAL NOTES:
1. ALL CONSTRUCTION SHALL COMPLY WITH THE 2012 EDITION OF
THE CALIFORNIA MUTCO, AMENDMENTS, LAWS, AND ORDINANCES
AS SPECIFIED BY THE CITY OF BAKERSFIELD AND OTHER GOVERNING
AGENCIES.
2. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO
EXISTING CONDITIONS IS PROVIDED AS BEST POSSIBLE. FINAL
RESPONSIBLITY OF VERIFICATION AND ACCURACY IS THE
CONTRACTOR'S.
3. SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED
BY (CA). (CA) INDICATED CALIFORNIA CODES.
4. ALL STRIPING AND PAVEMENT MARKING SHALL BE THERMOPLASTIC
PER CAL TRANS STANDARD SPECIFICATION PTH-02ALKYD
UNLESS OTHERWISE NOTICED ON THE PLANS.
CONSTRUCT/ON NOTES:
OSAWCUT 1' FROM EXISTING EDGE OF PAVEMENT AND REMOVE
PAVEMENT TO LIMITS SHOWN. INSTALL PAVEMENT (SHADED
AREA) PER DETAILS SHOWN ON THIS SHEET.
OCONSTRUCT 7' WIDE SHOULDER WITH 0.40' TYPE "A" H.M.A.
OVER 0.6' CLASS If A.B. OVER 1' OF NATIVE SOIL AT 95%
RELA 71 VE COMPACTION.
OGRADE SHOULDER A T 4: 1 MAX SLOPE.
OGRADE AWAY TO MATCH EXISTING GRADE AT FL0KINE.
COMPACT NA TI VE SOIL TO 909 RELA TI VE COMPACTION.
CITY OF BAKERSFIELD, CALIFORNIA
157+ G.G--_
}�-
STA. 1_56+ 78.91
-� CL INTERSECTION
�J AKERS RD AT
ADIDAS ROAD
STA. 155+40.00 C.L. 22.00 RT
END CONSTRUCTION
ADIDAS
ROAD
±4.5
File Name: BIKE LANE AKERS RD.Drawn: ES
PUBLIC WORKS DEPARTMENT Job No.: T4K223 Engineer: SC
Dote: Mar. 2, 15 Checked By
150+00
QROFESS10Nq
51 NG/ -j
00,
REGISTERED CIVIL ENGINEER z C 80507
*
Exp. 3-31-15
CITY OF BAKERSFIELD
9501 TRUXTUN AVENUE 9TF CIV 1\_
w BAKERSFIELD, CA 93,301 OF CN -
REVISIONS
No. DA TE DESCRIP TION
ww
�O
�
w
3 / /
4
45'45'
±35 +35'
�I�
_16 _16
11 EXISTING I STREET
o (E) CHAIN o
1
LIN< Q I Q I
FENCE :2i
jw w 0.4' TYPE „A„
0.4 TYPE A z, I z H.M.A.
H.M.A.
0.6' 3{
I 0.6' 0 CLASS II !I
I CLASS II Q I Q A. B. II (E) CHAIN
j A.B. N, 20� LINK
O . 2'0% O FENCE
2.o2.0%- 2. o% 3
EAG. 4:1 4: 1 E. Il
JL "ISE
I EI I I�1 I ISI I I��� - �/ �/ �/
I -III ...XII -SI I I-- .111 HU 4
1.0' NATIVE SOIL w I w 1.0' NATIVE SOIL
AT 95% AT 95%
RELATIVE v I Ld
RELATIVE
COMPACTION I I ( COMPACTION
21 [2
AKERS RD - PACHECO RD TO ADIDAS RD
2 FROM STA. 142+99.25 C.L., 28' RT
.AND STA. 144+09.00 C.L., 30.50' LT
TO STA. 155+40.00 C.L., 22' RT
AND STA, 153+60.00 C.L., 32' LT
N. T S.
4.5
SCALE: 1 " = 40'
CONSTRUCTION PLAN/SECTION DETAIL
r �V
f
CONSTRUCTION/SECTION DETAIL. BIKE LANE IMPROVMENTS PHASE 2= SHEET NO.
AKERS ROAD FROM DE ETTE AVE TO WHITE LN AND AKERS ROAD FROM PLANZ RD TO WILSON RD 2 OF 5
0 1 2 3
PROPOSED EDGE OF
PAVEMENT
AFTER
WIDENING
1..
AKERS
ROAD
GENERAL NOTES:
1. ALL CONSTRUCTION SHALL COMPLY WITH THE 2012 EDITION OF
THE CALIFORNIA MUTCO, AMENDMENTS, LAWS, AND ORDINANCES
AS SPECIFIED BY THE CITY OF BAKERSFIELD AND OTHER GOVERNING
AGENCIES.
2. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO
EXISTING CONDITIONS IS PROVIDED AS BEST POSSIBLE. FINAL
RESPONSIBLITY OF VERIFICATION AND ACCURACY IS THE
CONTRACTOR'S.
3. SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED
BY (CA). (CA) INDICATED CALIFORNIA CODES.
4. ALL STRIPING AND PAVEMENT MARKING SHALL BE THERMOPLASTIC
PER CAL TRANS STANDARD SPECIFICATION PTH-02ALKYD
UNLESS OTHERWISE NOTICED ON THE PLANS.
CONSTRUCT/ON NOTES:
OSAWCUT 1' FROM EXISTING EDGE OF PAVEMENT AND REMOVE
PAVEMENT TO LIMITS SHOWN. INSTALL PAVEMENT (SHADED
AREA) PER DETAILS SHOWN ON THIS SHEET.
OCONSTRUCT 7' WIDE SHOULDER WITH 0.40' TYPE "A" H.M.A.
OVER 0.6' CLASS If A.B. OVER 1' OF NATIVE SOIL AT 95%
RELA 71 VE COMPACTION.
OGRADE SHOULDER A T 4: 1 MAX SLOPE.
OGRADE AWAY TO MATCH EXISTING GRADE AT FL0KINE.
COMPACT NA TI VE SOIL TO 909 RELA TI VE COMPACTION.
CITY OF BAKERSFIELD, CALIFORNIA
157+ G.G--_
}�-
STA. 1_56+ 78.91
-� CL INTERSECTION
�J AKERS RD AT
ADIDAS ROAD
STA. 155+40.00 C.L. 22.00 RT
END CONSTRUCTION
ADIDAS
ROAD
±4.5
File Name: BIKE LANE AKERS RD.Drawn: ES
PUBLIC WORKS DEPARTMENT Job No.: T4K223 Engineer: SC
Dote: Mar. 2, 15 Checked By
150+00
QROFESS10Nq
51 NG/ -j
00,
REGISTERED CIVIL ENGINEER z C 80507
*
Exp. 3-31-15
CITY OF BAKERSFIELD
9501 TRUXTUN AVENUE 9TF CIV 1\_
w BAKERSFIELD, CA 93,301 OF CN -
REVISIONS
No. DA TE DESCRIP TION
ww
�O
�
w
3 / /
4
45'45'
±35 +35'
�I�
_16 _16
11 EXISTING I STREET
o (E) CHAIN o
1
LIN< Q I Q I
FENCE :2i
jw w 0.4' TYPE „A„
0.4 TYPE A z, I z H.M.A.
H.M.A.
0.6' 3{
I 0.6' 0 CLASS II !I
I CLASS II Q I Q A. B. II (E) CHAIN
j A.B. N, 20� LINK
O . 2'0% O FENCE
2.o2.0%- 2. o% 3
EAG. 4:1 4: 1 E. Il
JL "ISE
I EI I I�1 I ISI I I��� - �/ �/ �/
I -III ...XII -SI I I-- .111 HU 4
1.0' NATIVE SOIL w I w 1.0' NATIVE SOIL
AT 95% AT 95%
RELATIVE v I Ld
RELATIVE
COMPACTION I I ( COMPACTION
21 [2
AKERS RD - PACHECO RD TO ADIDAS RD
2 FROM STA. 142+99.25 C.L., 28' RT
.AND STA. 144+09.00 C.L., 30.50' LT
TO STA. 155+40.00 C.L., 22' RT
AND STA, 153+60.00 C.L., 32' LT
N. T S.
4.5
SCALE: 1 " = 40'
CONSTRUCTION PLAN/SECTION DETAIL
r �V
f
CONSTRUCTION/SECTION DETAIL. BIKE LANE IMPROVMENTS PHASE 2= SHEET NO.
AKERS ROAD FROM DE ETTE AVE TO WHITE LN AND AKERS ROAD FROM PLANZ RD TO WILSON RD 2 OF 5
0 1 2 3
Q
N
z
w
D
U
cn
J
w
m
0
w
0
J
n
0
II
O
cn
ry
w
Y
Q
w
z
Q
w
Y
m
0
0
c
O
M
O
a�
Y
U
a
m
Q)
Q
Q)
J
m
N
N
Y
0
N
I
0
N
cn
F-
U
w
D
O
ry
/
m
EXISTING LANE STRIPING SOUTH
OF PROJECT LIMITS
14.0
---- 4+A&G.". 26+
- - - - - - - - - - - - - \
14.0
EXISTING LANE STRIPING SOUTH
OF PROJECT LIMITS
Q�pFESS/ON
F� SING/-/
z
REGISTERED CIVIL ENGINEER C 80507
* xp.3-31-15
CITY OF BAKERSFIELD
----•---`' � .,_.-, „ 7507 TRUXTUN AVENUE qTF OQ'
14.0
--�
BAKERSFIELD, CA 93301 QF Cg
_14.0 _ ( 14.0 W
_-
-- 100 LF -y` F o _- ---100 LF -- 132 LF
234 LF 13.3 Q 1$ - -161- REVISIONS
9 13.5 9 No. DA TE DESCR/P TION
0ljo142-1
Q
STA. 129+09.60 -44
CL INTERSECTION 218 LF 14.0 14 0
AKERS RD AT ----------_ 109 LF
DE ETTE AVE 14.0 _ 2 14.0 100 LF ��------- ---
IMIPRO�- U O
START Cp;" _ �� .. 14.0 100 LF
LT � ._
4AKERS ROAD
Q �j
DE ETTE
AVENUE
MIL O
A VENUE
BEGIN IRANSITION STA: 137+91.8 _
- - - �- END RANSITION STA: 138+91.8 5
14.0
100 LF - - 134 LF 0 100 LF 14.0 - E
70,*,c-�---- 284 LF
16
PACHECO
ROAD
GENERAL NOTES:
1. ALL CONSTRUCTION SHALL COMPLY WITH THE 2012 EDITION OF
THE CALIFORNIA MUTCD, AMENDMENTS, LAWS, AND ORDINANCES
AS SPECIFIED BY THE CITY OF BAKERSFIELD AND OTHER GOVERNING
AGENCIES.
2. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO
EXISTING CONDITIONS IS PROVIDED AS BEST POSSIBLE. FINAL
RESPONSIBLI TY OF VERIFICA TION AND ACCURACY IS THE
CONTRACTOR'S
3. SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED
BY (CA). (CA) INDICATED CALIFORNIA CODS.
4. ALL STRIPING AND PAVEMENT MARKING SHALL BE THERMOPLASTIC
PER CAL TRANS STANDARD SPECIFICATION PTH-02ALKYD
UNLESS OTHERWISE NOTICED ON THE PLANS.
NE
STRIPING & SIGNAGE NOTES:
1
INSTALL DETAIL 39 (WHITE)
O
INSTALL R26(CA) SIGN PER CITY STANDARD T-2.
11
INSTALL TYPE /V (R) ARROW PER CAL TRANS STD
A24A (WHITE)
16
INSTALL MODIFIED TYPE "D" 3'x3' BICYCLE INSTALL TYPE D FIRE HYDRANT MARKER AS
18 SHOWN /N TYPICAL LANE STRIPING AND
DETECTOR LOOP AT 6" OFFSET FROM STOP
2
INSTALL DETAIL 39A (WHITE)
O
REMOVE EX/ST/NG STRIPING AND REPLACE
WITH DETAIL 39 (WH/T£).
12
INSTALL R26(CA) SIGN AND R81(CA) SIGN PER
CITY STANDARD T-2.
BAR. EACH DETECTOR LEAD-IN CABLE MARKER DETAILS ON SHEET 6.
(DLC) TO BE PULLED FOR EACH BIKE
O
INSTALL BIKE LANE MARK/NGS (WHITE, 14 SF £A.)
O
INSTALL TYPE W1 (L / R) ARROW PER CAL TRANS13
STD A24A (WHITE)
INSTALL DETAIL 32
LANE DETECTOR. LOOP ASSIGNMENT TO
BE DETERMINED /N THE FIELD BY THE
TRAFFIC ENGINEER. DLC WITHIN 8' OF THE
O
INSTALL R81(CA) SIGN PER CITY STANDARD T-2.
O
REMOVE EXIST/NG STR/P/NG.
14
INSTALL R81(CA) SIGN AND R81B(CA) SIGN PER
CITY STANDARD T-2.
CURB FLOWL/NE SHALL BE A MIN/MUM OF
1.5" BELOW PAVEMENT SURFACE.
O
INSTALL R7-9 SIGN PER CITY STANDARD T-2.
INSTALL R4-11(CA) SIGN PER CITY STANDARD T-2.
15
INSTALL DETAIL 38 (WHITE).
17
INSTALL R81(CA) SIGN AND R81A(CA) SIGN
PER CITY STANDARD T-2.
SCALE: 1 " = 40'
STRIPING PLAN
C20,3
File Name: BIKE LANE AKERS RD. Drawn: ES STRIPING PLAN BIKE LANE IMPROVMENTS PHASE 2= SHEET NO.
C17 Y OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T4K223 Engineer. SC
Date: Mar. 2, 15 Checked By AJS& AKERS ROAD FROM DE ETTE AVE TO WHITE LN AND AKERS ROAD FROM FLANZ RD TO WILSON RD 3 OF 5
0 1 2 3
0
i
U
im
� I
75
i
19
150+00
151+00
PROPOSED EDGE OF PAVEMENT
383 LF
152+00 7
PROPOSED EDGE OF PAVEMENT
AFTER WIDENING
8.7
153+00
AKERS .[nAOAD D
5 1 1
1 1 I
282 LF 14 1
1 8.1 18 I 100 LF 130 LF
154+00 155+00 157+;�® _. ua.�an , r- r% ,
... __
184 LF
3 14 50 LF
[ 4
ADIDAS
ROAD
NEWCOMBE TRETORN WHITE
AVENUE AVENUE LANE
GENERAL NOTES:
1. ALL CONSTRUCTION SHALL COMPLY WITH THE 2012 EDITION OF
THE CALIFORNIA MUTCO, AMENDMENTS, LAWS, AND ORDINANCES
AS SPECIFIED BY THE CITY OF BAKERSFIELD AND OTHER GOVERNING
AGENCIES
2. ALL INFORMA TION SHOWN ON THE DRAWINGS RELA TI VE TO
EXISTING CONDITIONS IS PROVIDED AS BEST POSSIBLE. FINAL
RESPONSIBL I T Y OF VERIFICATION AND ACCURACY IS THE
CONTRACTOR'S.
3. SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED
BY (CA). (CA) INDICATED CALIFORNIA CODES.
4. ALL STRIPING AND PAVEMENT MARKING SHALL BE THERMOPLASTIC
PER CAL TRANS STANDARD SPECIFICATION PTH-02ALKYD
UNLESS OTHERWISE NOTICED ON THE PLANS.
QRpFESS/0\
q
NGy
co
14/710ir 7
REGISTERED CIVIL ENGINEER � C 80507
* Exp. 3-31- 5
CITY OF BAKERSFIELD 1A �P
1501 TRUXTUN AVENUE '9TF C1VIL
BAKERSFIELD, CA 93301 QF- CALIF
REVISIONS
No. DA TE DESCRIPTION
I
271 / /
5
371 / /
471 / /
STRIPING & SIGNAGE NOTES:
1
INSTALL DETAIL 39 (WHITE)
INSTALL
INSTALL R26(CA) SIGN PER CITY STANDARD T-2.
11
INSTALL TYPE IV (R) ARROW PER CAL TRANS STD
A 24 (WHITE)
16
INSTALL MODIFIED TYPE "D" 3'x3' BICYCLE INSTALL TYPE 0 FIRE HYDRANT MARKER AS
18 SHOWN /N TYPICAL LANE STRIPING AND
DETECTOR LOOP AT 6" OFFSET FROM STOP
2
INSTALL DETAIL 39A (WHITE)
7
REMOVE EXISTING STRIPING AND REPLACE
WITH DETAIL 39 (WHITE).
12
INSTALL R26(CA) SIGN AND R81(CA) SIGN PER
CITY STANDARD T-2.
BAR. EACH DETECTOR LEAD-IN CABLE MARKER DETAILS ON SHEET 6.
(DLC) TO BE PULLED FOR EACH BIKE
O
INSTALL BIKE LANE MARKINGS (WHITE, 14 SF EA.)
O
INSTALL TYPE VIl (L / R) ARROW PER CAL TRANS13
STD A24A (WHITE)
INSTALL DETAIL 32
LANE DETECTOR. LOOP ASSIGNMENT TO
BE DETERMINED /N THE FIELD BY THE
TRAFFIC ENG/NEER. DLC WITHIN 8' OF THE
O
INSTALL R81(CA) SIGN PER CITY STANDARD T-2.
O
REMOVE EXISTING STR/PING.
14
INSTALL R81(CA) SIGN AND R81B(CA) SIGN PER
CITY STANDARD T-2
CURB FLOWL/NE SHALL BE A MINIMUM OF
1.5" BELOW PAVEMENT SURFACE.
O
INSTALL R7-9 SIGN PER CITY STANDARD ,T-2.
10
INSTALL R4-11(CA) SIGN PER CITY STANDARD T-2.
15
INSTALL DETAIL 38 (WHITE).
17
INSTALL R81(CA) SIGN AND R81A(CA) SIGN
PER CITY STANDARD T-2.
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
File Name: BIKE LANE AKERS RD. Dra wn: ES
Job No.: 774K223 Engineer: SC
Date: Mar. 5, 15 Checked By: M6,
ENE
SCALE: 1 " = 40'
STRIPING PLAN
STRIPING PLAN BIKE LANE IMPROVMENTS PHASE 2-
AKERS ROAD FROM DE ETTE AVE TO WHITE LN AND AKERS ROAD FROM PLANZ RD TO WILSON RD
SHEET NO.
4 OF 6
2 3
Q
N
z
W
CD
Fn
V)
J
W
0
W
0
J
n
0
I I
n
Ln
O
N
0
N
Ln
O
C_
U
U
U
0
0
W
Y
Q
W
z
Q
J
W
Y
M
D
D
C
O
Cn
O
Q)
Y
U
U)
L
Q
J
U
7Y
M
N
N
Y
�t-
0
N
I
0
N
v
W
D
O
CL
/
0
AAKERO ROADJi'
I"LfAIVL
ROAD
n
koV"MC T
WAY
i
RI CKE Y
WAY
LILLIAN
WA Y
QRpFESS/ON
NG
Q c F
REGISTERED Cl VIL ENGINEER " z�
ct: C 80507
* Exp. 3-31-15
CITY OF BAKERSFIELD
1501 TRUXTUN AVENUE qTF C1V1\-
BAKERSFIELD, CA 93301 OF A\_\F
w REV/S/ONS
No. DA TE DESCRIPTION
N ti
ww
2 7
�O
3 / /
471 / /
&�APCfsAhCA
AVENUE
K ENNED Y
A VENUE
GENERAL NOTES:
1. ALL CONSTRUCTION SHALL COMPLY WITH THE 2012 EDITION OF
THE CALIFORNIA MUTCO, AMENDMENTS, LAWS, AND ORDINANCES
AS SPECIFIED BY THE CITY OF BAKERSFIELD AND OTHER GOVERNING
AGENCIES.
2 ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO
EXISTING CONDITIONS IS PROVIDED AS BEST POSSIBLE. FINAL
RESPONSIBLITY OF VERIFICATION AND ACCURACY IS THE
CONTRACTOR'S
3. SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED
BY (CA). (CA) INDICATED CALIFORNIA CODES
4. ALL STRIPING AND PAVEMENT MARKING SHALL BE THERMOPLASTIC
PER CAL TRANS STANDARD SPECIFICATION PTH-02ALKYD
UNLESS OTHERWISE NOTICED ON THE PLANS
STRIPING &SIGNAGE NOTES:
WILSON
ROAD
THORESON
AVENUE
O
INSTALL DETAIL 39 (WHITE)
O
INSTALL R26(CA) SIGN PER CITY STANDARD T-2.
0
INSTALL TYPE IV (R) ARROW PER CAL TRANS STD
A24A (WHITE)
6
INSTALL MODIFIED TYPE "D" 3x3' BICYCLE 8 INSTALL TYPE D FIRE HYDRANT MARKER AS
DETECTOR O SHOWN IN TYPICAL LANE STRIPING AND
2
INSTALL DETAIL 39A (WHITE)
O
REMOVE EXISTING STRIPING AND REPLACE
WITH DETAIL 39 (WHITE).
12
INSTALL R26(CA) SIGN AND R81(CA) SIGN PER
CITY STANDARD T-2.
LOOP AT 6" OFFSET FROM STOP
BAR. EACH DETECTOR LEAD-IN CABLE MARKER DETAILS ON SHEET 6.
(DLC) TO BE PULLED FOR EACH BIKE
O
INSTALL BIKE LANE MARK/NGS (WHITE, 14 SF EA.)
O
INSTALL TYPE WI (L / R) ARROW PER CAL TRANS�
STD A24A (WHITE)
3
INSTALL DETAIL 32
LANE DETECTOR. LOOP ASSIGNMENT TO
BE DETERMINED /N THE FIELD BY THE
TRAFFIC ENGINEER. DLC WITHIN 8' OF THE
4
INSTALL R81(CA) SIGN PER CITY STANDARD T-2.
O
REMOVE EXISTING STRIPING.
14
INSTALL R81(CA) SIGN AND R81B(CA) SIGN PER
CITY STANDARD T-2
CURB FLOWLINE SHALL BE A MINIMUM OF
1.5" BELOW PAVEMENT SURFACE.
O
INSTALL R7-9 SIGN PER CITY STANDARD T-2.
INSTALL R4-11(CA) SIGN PER CITY STANDARD T-2.15
INSTALL DETAIL 38 (WHITE).
.17
INSTALL R81(CA) SIGN AND R81A(CA) SIGN
PER CITY STANDARD T-2.
SCALE: 1 " = 40'
STRIPING PLAN
File Nome-•B/KE LANE AKERS RD. Drawn: ES STRIP/NG PLAN BIKE LANE IMPROVMENTS PHASE 2=
CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T4K223 Engineer: SC SHEET NO.
Date: Mar. 5, 15 Checked By. AI<4 AKERS ROAD FROM DE ETTE AVE TO WHITE LN AND AKERS ROAD FROM PLANZ RD TO WILSON RD 5 OF 6
0
Q
N
Z
W
D
U
J
W
i
m
W
O
J
n
n
N
O
O
N
O
N
N
O
O
L
O
O
O
3
m
W
W
`.s
Q
W
z
Q
J
W
_Y
m
/
O
i
C
O
O
N
V
O
7D
L
Q
C
O
J
m
I
N
N
Y
F-
/
O
N
I
O
N
/
(n
U
W
O
rY
d
m