HomeMy WebLinkAbout6.9-206 Record DrawingLIST OF DRAWINGS
CITY OO F BA � ERSFIE'LD
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SHEE T
1
T1 TL E SHEE T
PHASE I
SHEET
2
AKERS
ROAD:
McKEE RD TO WA TERFALL CANYON DR
SHEET
3
AKERS
ROAD:
WATERFALL CANYON DR TO SO. BREEZE RD I L�oN
SHEE T
4
AKERS
ROAD:
SO. BREEZE RD TO HA RRI S RD ` '
DETAIL 38 (THERMOPLASTIC, WHITE)
817
LF
PAVEMENT MARKINGS (PAINT, WHITE)
; ,' i
SF
SHEET
5
AKERS
ROAD:
HARRIS RD TO DE ET TE A VENUE
SHEE T
5
AKERS
ROAD:
WHI TE L N TO PL A NZ RD - -
_.
I_..
m..._ ..M.r..._ _ ._.....
CITY STANDARDS
T-2
STATE STANDARDS
A20D, A24A, A24C
CONVENTIONAL SYMBOLS
- - RIGH T- OF- WA Y
CEN TERL INE
- � EXIST. CURB & GUTTER
DRAWING SYMBOLS
EXI S TING S TREE T SIGN
--Cr- NEW S TREE T SIGN
LOCATION MAP_ I
NOT TO SCALE
FINAL PAY QUANTITIES
ITEM
ES7/MATED
QUANTITY
UNIT OF
MEASURE
REMOVE TRAFFIC STRIPES/MARK/NGS
3836
SF
DETAIL 27 (THERMOPLASTIC, YELLOW)
148
LF
DETAIL 39 (THERMOPLASTIC, WHITE)
16962
LF
DETAIL 39A (THERMOPLASTIC, WH/7E)
5625
LF
DETAIL (THERMOPLASTIC, YELLOW)
3802
LF
DETAIL 38 (THERMOPLASTIC, WHITE)
817
LF
PAVEMENT MARKINGS (PAINT, WHITE)
576
SF
Job No.: T4K223
File Path: S: \PROJECTS\2013-2014\T4K223 — Bike Lone Akers Rd McKee to Wilson\Drawing
File Nome: Bike Lone Akers Rd McKee to Wilson.dwg
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STATE OF CALIFORNIA
NO TE:
THE CON TRA C TOR MUST POSSESS THE FOLLOWING
VALID LICENSES:
All lililiilmroeffw-4
NO TE:
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
QRoFESS/pN
ID AN
�0�0 g2i�i 2c,
w Q o m
C"- C 46803
*
Exp. 6-30-15
J'�gTF e 1 V `\-
OF CA\ -\F
+ 2.75 MILE
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dp A 0
rl
CROSSHA V,EN
AVENUE
WHI TELA TE
AVENUE
REGISTERED Cl GI NEER
1 12
-'
F 7.0 237 LF ------ ----- 71 2�. 27 a3o
100 LF 120 LF 7.0 _ W
12.1
�
,21
B12+,00
OO:..... m.... — ...... .. —t C)
83s LF 7.0
14 0
— _.
OLD CASTLE
AVENUE
7j1 4 2
14.0w ------ ---'k--------------- ---- 100 LF`--
14.3 200 LF 301 LF 7.0
"j
N w ----- �- 200 LF ---- ----- 1 7.0 7.0
---
� U > � �.... � ------ .... ..-..... _�• � ....� 558 LF
o 5 5V
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BRIDGEWA TER
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106 LF
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`� 87.5
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1
99 LF 7.0
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HOSKING AVENUE
1 No
78 LF
QROFESS/av
DEANLi
Q= �'
of C 46803
* Exp.6-30-15 *
CITY OF BAKERSFIELDq CIVIL
1509 TRUXTUN AVENUE
BAKERSFIELD, CA 93309 F OF CA��F��
REVISIONS
No. DA TE DESCRIP TION
271 / /
4471 / /
KILKENNY DOWNPATRICK
COURT COURT
i
5
100 LF -- 76 LF p-- - 94 LF
0
30+0 `�`' �•
— 79.0
- -_ 200 LF 7.0 2 °
---
w
t #
1 376 LF
14.0 00
O
INSTALL R26(CA) SIGN PER CITY STANDARD T-2.
..._�.�...�,q,�.•�p_....��----=���-3+-00
� w
TYPE 11 (R) ARROW PER CAL TRANS STD A24A.
16 INSTALL MODIFIED TYPE "D" 3'x3' BICYCLE
DETECTOR LOOP A T 6" OFFSET FROM STOP
2 160 LF
h
Q
INSTALL R81(CA) SIGN OVER EXISTING SIGN ON
EXISTING POST PER CITY STANDARD T-2.
HO.SKING AVENUE
O
INSTALL DETAIL 39 (WHITE)
O
INSTALL R26(CA) SIGN PER CITY STANDARD T-2.
11
INSTALL
TYPE 11 (R) ARROW PER CAL TRANS STD A24A.
16 INSTALL MODIFIED TYPE "D" 3'x3' BICYCLE
DETECTOR LOOP A T 6" OFFSET FROM STOP
O
INSTALL DETAIL 39A (WHITE)
Q
INSTALL R81(CA) SIGN OVER EXISTING SIGN ON
EXISTING POST PER CITY STANDARD T-2.
12
INSTALL R26(CA) SIGN AND R81(CA) SIGN PER
CITY STANDARD T-2.
BAR. EACH DETECTOR LEAD-IN CABLE
(DLC) TO BE PULLED FOR EACH BIKE
O
INSTALL BIKE LANE MARKINGS (WHITE PAINT, 14 SF EA.)
v
INSTALL R7-9 SIGN OVER EXISTING SIGN ON
EXISTING POST PER CITY STANDARD T-2.
13
INSTALL
DETAIL 21 (YELLOW)
LANE DETECTOR. LOOP ASSIGNMENT TO
BE DETERMINED IN THE FIELD BY THE
TRAFFIC ENGINEER. DLC WITHIN 8' OF THE
O
INSTALL R81(CA) SIGN PER CITY STANDARD T-2.
O
REMOVE EXISTING STRIPING.
14
INSTALL R81(CA) SIGN TO EXISTING R26(CA) SIGN PER
CITY STANDARD T-2.
C 5R BELOW UB IN EHALL BESURFA AMI MINIMUM OF
OINSTALL
R7-9 SIGN PER CITY STANDARD T-2.
10
INSTALL DETAIL*(YELLOW)
15
INSTALL
DETAIL 38 (WHITE).
CITY OF BAKERSFIELD, CALIFORNIA
File Name: Bike Lane Akers Rd M RwKft Wilson S CLAYTON
Job No.: T4K223 Engineer: D Padilla
Date: Mar. 25, 14 Checked By: pp
GENERAL NOTES:
1. ALL CONSTRUCTION SHALL COMPLY IMTH THE 2006 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
RESPONSIBLITY OF VERIFICATION AND ACCURACY IS THE
CONTRACTOR'S
3. SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED
BY (CA). (CA) INDICA TED CALIFORNIA CODES.
4. ALL STRIPING AND PAVEMENT MARKING SHALL BE THERMOPLASTIC
PAINT PER CAL TRANS STANDARD SPECIFICATION PTH-02ALKYD
UNLESS OTHERWISE NOTICED ON THE PLANS.
BIKE LANE IMPROVMENTS — PHASE 1
AKERS ROAD= MCKEE RD TO WATERFALL CANYON DR
SCALE: 1 " = 40'
i
SHEET NO.
2OF6
0 1 2 3
ATERFALL CANYON
DR/VE
IO VIEJO
DRIVE
Q
4 5 12
z �.
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IL
� � N � 7,0 200 LF Cf
311 LF Q — 200 LF ----------- �
41 LF
2 Or
w
w 4�_._ 1 45+00 — ___p_ 1+00 &2 w
w
2J7 LF 2
7.0 2 1
I 140 320 LF -- ------------200 LF -------- I 1 7.0 240 LFW
Q WATERFALL CANYON RIO V/E�JO
QD DR/VEAKERS DRIVE
6j
3
0'
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0
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FD
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0
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/
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528 LF
7%
rlw
2
17 LF --- 204 LF 7.0
-------------------�----
AS/NO AVENUE
KA YTLA/N
AVENUE
SERENE OAK
DRIVE BERKSHIRE ROAD
100 LF — R9 / F
7.0 3 y
253 LF 7 0
181
A'KER R (`)�A D
AMHERST FOREST
ROAD
QRpFESS/ON
pEAN
R GIST RED CIVIL E GINEER CLI':� C 46803
* Exp.6-30-15
CITY OF BAKERSFIELD q Ci V �\ l�_
9509 TRUXTUN AVENUE
BAKERSFIELD, CA 93301 F OF CAb
REVISIONS
No. DA TE DESCRIP TION
ll� �11 / /
'371 / /
471 / /
— 53 LF
Q�
$0:
C)
�w
W
14.0 � � 14.0 . �.... ...-..,.e. ...�.... .. .M.m,�,. .�........��..... .�.._ �.�.�. �..�.... .. -�„ ... �,m..�., w........... .�.,�..... � �..�- ....w..... �� .�..._ .�.�.. .�. .w �..._ . ...�..� . � _. ...�..o . ._.. e mow- �- � w
.- U,
151 14.0
L 14.0 2 100 LF 1 58 LF — — — 200 LF — — 487 LF
----------
- 68+00 2 1 w
74+00
2 _ ......
....-�- -� .... _, _ —
1 2 � .aT ... _._ .. �_.. ... � _ z __.._.._:
Elz 14.0 213 LF 200 LF 1 39 L 2
-- -----------------'c----- 1 F — —®100 LF —_.---_ 366 LF
14.0 14.0 0
L11 W -m �� m- _ _® .00.. 4 14 0 _ 14.0
�. ...�.�._ .� ,�..�...� :-�.=.�.�.." ��.... ,.�.,�.. .�._... ..�..�.... �,�._. �...._. ,.. ..�.. ..�.... ..�.�..� ._......... .�..�..�, ... ...�.�.._ .. `"``., .rte " ..,�.—= —, �._.. .�..�.�„ _�_.. .� �.�.�....�..�. �..�.�.,. .,�.�.�. �. ...�.. .�......�. ..�.. _......_ ..�...... ..�.�. w....- .......�,. ..�.,. ...�,_
AMHERST FOREST WHITE SANDS
AKERS R(0)AD ROAD DRIVE
GENERAL NOTES:
1. ALL CONSTRUCTION SHALL COMPL Y WITH THE 2006 EDITION OF
THE CALIFORNIA MUTCD, 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
RESPONS/BLITY 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
PAINT PER CAL TRANS STANDARD SPECIFICATION PTH-02ALKYD
UNLESS OTHERWISE NOTICED ON THE PLANS.
STRIPING & SIGNAGE
NOTES:
O
INSTALL DETAIL 39 (WHITE)
v
INSTALL R26(CA) SIGN PER CITY STANDARD T-2.
11
INSTALL TYPE 11 (R) ARROW PER CAL TRANS STD A24A.
16 INSTALL MODIFIED TYPE "D" 3'x3' BICYCLE
DETECTOR LOOP A T 6" OFFSET FROM STOP
O
INSTALL DETAIL 39A (WHITE)
02
INSTALL R81(CA) SIGN OVER EXISTING SIGN ON
EXISTING POST PER CITY STANDARD T-2.
INSTALL R26(CA) SIGN AND R81(CA) SIGN PER
CITY STANDARD T-2
BAR. EACH DETECTOR LEAD-IN CABLE
(DLC) TO BE PULLED FOR EACH BIKE
LANE DETECTOR. LOOP ASSIGNMENT TO
O
INSTALL BIKE LANE MARKINGS (WHITE PAINT,
14 SF EA.) O
INSTALL R7-9 SIGN OVER EXISTING SIGN ON
EXISTING POST PER CITY STANDARD T-2.
13
INSTALL DETAIL 21 (YELLOW)
BE DETERMINED IN THE FIELD BY THE
TRAFFIC ENGINEER. DLC WITHIN 8' OF THE
O
INSTALL R81(CA) SIGN PER CITY STANDARD
T-2. O
REMOVE EXISTING STRIPING.
14
INSTALL R81(CA) SIGN TO EXISTING R26(CA) SIGN PER
CITY STANDARD T-2.
CURB FLOKINE SHALL BE A MINIMUM OF
1.5" BELOW PAVEMENT SURFACE.
5
O
INSTALL R7-9 SIGN PER CITY STANDARD T-2. 1 Q
1
INSTALL DETAIL J(YELLOW)
15
INSTALL DETAIL 38 (WHITE).
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
File Name. -Bike Lane Akers Rd
Job No.: 774K223
Date: Mar. 25, 14
gevKft Wilson S CLAYTON
Engineer: D Padilla
Checked By PF
BIKE LANE IMPROVMENTS - PHASE 1
AKERS ROAD- WATERFALL OR TO SOUTHERN BREEZE DR
vz=
SCALE: 1 " = 40'
a%w, V%9
Ll
SHEET N0.
30F6
0 1 2 3
SOUTHERN BREEZE
DRIVE
14.0
�14.C�150 LF 60 LF
39 LF 14.0 - 200 LF -----'--------
Q
w
w
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0
2
Uj -
O
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Q)
L
Q)
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PANAMA
A A/C
PANAMA
LANE
14
14.0
116
o 101+F 10 13.9 67.8
o 00
Q)W (� ) 9 13.9 tvy Lr -
\/y - - -100 LF
=>�� 0 14.0 73 LF ----_--`-
4
4
Q
kL
VANCE LOUDON
AVENUE STREET
N
N
/
d-
0
N
I
0
N
U
Li
O
m
CYCLONE
DRIVE
CYCLONE
DRIVE
COUNTY
GENERAL NOTES:
7. ALL GUN5lKUCTION SHALL COMPLY WITH THE 2006 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 /S PROVIDED AS BEST POSSIBLE. FINAL
RESPONS/BLITY OF VERIFICATION AND ACCURACY /S 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
PAINT PER CAL TRANS STANDARD SPECIFICATION PTH-02ALKYD
UNLESS OTHERWISE NOTICED ON THE PLANS
2 ` 100 LF
1
\/\ 7.0
MA TTNICK
DRIVE
NORTHWIND
DRIVE
JQ22,
Lz
2 100 LF 1 47 LF
_ Fo
n �
E'
P/aaI' �irV��/J
JASPAR
AVENUE
QRpFESSiO,,
gEAN R 4` F
W Q ,
REGISTERED CI VI. EV GI NEER C 46803 ;
'�.J Exp.6-30-15 �*
CITY OF BAKERSFIELD
1.501 TRUXTUN AVENUE qTF C/
BAKERSFIELD, CA 93301 OF CA��F
REVISIONS
DA TE DESCRIP TION
,J\-71 / /
TYNDALL
AVENUE
3
12`T 5
20 7 100 LF 150 LF F _ 14.0 84 LF o U
275 LF 10 `13.9 ------
-98 LF
21.2
9
20.
9 _ U
STRIPING & SIGNAGE NOTES:
Q
INSTALL DETAIL 39 (WHITE) 6 INSTALL R26(CA) SIGN PER CITY STANDARD T-2. 11 INSTALL TYPE !! R ARROW PER CAL TRANS STD A24A. 16
O O INSTALL MODIFIED TYPE "D" 3x3' BICYCLE
� INSTALL R81(CA) DETECTOR LOOP AT 6" OFFSET FROM STOP
2 INSTALL DETAIL 39A (WHITE) \/ EXISTING 81(CAPOST PER CITY STANDARD T SIN ON 12 INSTALL R26(CA) SIGN AND R81(CA) SIGN PER BAR. EACH DETECTOR LEAD-IN CABLE
o CITY STANDARD T-2. (DLC) TO BE PULLED FOR EACH BIKE
O INSTALL BIKE LANE MARKINGS (WHITE PAINT, 14 SF EA.)$ INSTALL R7-9 SIGN OVER EXISTING SIGN ON LANE DETECTOR. LOOP ASSIGNMENT TO
o EXISTING POST PER CITY STANDARD T-2. 1 INSTALL DETAIL 21 (YELLOW) BE DETERMINED IN THE FIELD BY THE
O
TRAFFIC ENGINEER. DLC WITHIN 8' OF THE
4 INSTALL R81(CA) SIGN PER CITY STANDARD T-2. 0REMOVE EXISTING STRIPING. 14 INSTALL R81(CA) SIGN TO EXISTING R26(CA) SIGN PER CURB FLOWLINE SHALL BE A MINIMUM OF
O CITY STANDARD T-2. 1.5" BELOW PAVEMENT SURFACE.
0—INSTALL R7-9 SIGN PER CITY STANDARD T-2. 1 Q INSTALL DETAIL 31 (YELLOW)
O 15 INSTALL DETAIL 38 (WHITE).
O
CITY OF BAKERSFIELD, CALIFORNIA
File Nome, Bike Lane Akers Rd M R4w Wilson S CLAYTON
Job No.: T4K223 Engineer: D Padilla
Date: Mar. 25, 14 Checked By.- Vp
BIKE LANE IMPROVMENTS - pHASE 1
AKERS ROAD- SOUTHERN BREEZE DR TO HARRIS RD
SCALE: 1 " = 40'
SHEET N0.
4 OF 6
. . ............ \
HARRIS MARGALO
ROAD AVENUE
Li
14.0 2 14.0—.�.,... ...—.... _..._.�.. �.�...... ..�.. �........... ......—.. 1 .�."... ..�".�.—..—.. _.� I14.0
w
cf)
N �
33 LF 13.7 234 LF -- ---------------- E—
`'c-
-
—
36 LF 00 LF 229 LF -- --- -- --- Q
--t-- _ _... 116 0 __ _...-_.---._ �..1..7+pg� .._ __ - - 118+00
m 2 ZZ _ �--- — I __ —" w X29 ...•..... 21 +0 2 .+ 2 w
—
o � w 9 STA. 115+5 � .8
14.1
w `� CL INTERSE ''TI N
F- E" — ---'-- ------------- AKERS RD AT 227 LF 204 LF
o 4 LF 14.0 200 LF 16 HARRIS RD -' 14.0 -'--'------------- ------- 101 LF
14.0 - - -
00 ESSION,q
DEAN
R�� F�G>
CO
w Q m
GINE E C 46803
*
Exp. 6-30-15
CITY OF BAKERSFIELDq C/V iL
1501 TRUXTUN AVENUE
BAKERSFIELD, CA 93301 F OF
REVISIONS
No. DA TE DESCRIP TION
'271 / /
o ' U
NOTE: COORDINATE WITH KERN COUNTY
II ROADS DEPARTMENT PER SPECIAL 4 / /
PROVISIONS 17 ( '
A
14.0
320 LF
14.0
219 LF
SII i�'` %� d�l�i) E� •
GENERAL NOTES:
1. ALL CONSTRUCTION SHALL COMPLY WITH THE 2006 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
RESPONS/BLI TY OF VERIFICATION AND ACCURACY IS THE
CONTRACTOR'S
3. SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED
BY (CA). (CA) INDICA TED CALIFORNIA CODES.
4. ALL STRIPING AND PAVEMENT MARKING SHALL BE THERMOPLASTIC
PAINT PER CAL TRANS STANDARD SPECIFICATION PTH-02ALKYD
UNLESS OTHERWISE NOTICED ON THE PLANS.
HARRIS MARGALO
ROAD AVENUE
---- 100 LF
DE ETTE
AVENUE
�. r
ILIII
OE ETTE
AVENUE
-4—
SCALE: 1 " = 40'
STRIPING & SIGNAGE NOTES;
J
INSTALL DETAIL 39 (WHITE)
O
INSTALL R26(CA) SIGN PER CITY STANDARD T-2.
O
INSTALL DETAIL 39A (WHITE)
INSTALL R81(CA) SIGN OVER EXISTING SIGN ON
EXISTING POST PER CITY STANDARD T-2.
O
INSTALL BIKE LANE MARKINGS (WHITE PAINT, 14 SF EA.)
O
0
INSTALL R7-9 SIGN OVER EXISTING SIGN ON
EXISTING POST PER CITY STANDARD T-2.
OINSTALL
R81(CA) SIGN PER CITY STANDARD T-2.
y (
REMOVE EXISTING STRIPING.
O
INSTALL R7-9 SIGN PER CITY STANDARD T-2.
1 Q
-31
INSTALL DETAIL (YELLOW)
CITY OF BA KERSF/EL D, CA L IFORI'V/A
BIKE LANE W`D THS- UNLESS NOTED OTHERWISE.•
7' WIDE AT CURB AND GUTTER
BEGIN DETAIL 39 A T ECR
W/ PAVEMENT MARKING
TERMINA TE CENTERLINE OR CENTER LANE
LINES AND NEAR SIDE LANE LINES AT
MID -ARC POINTS OF THE CURB RETURNS
END DETAIL 39 AT BCR WHEN DETAIL '
39A IS NOT SHOWN ON PLAN
7'
r— —
— — - - - - o - - - - -
END DETAIL 39A AT BCR
INCLUDE DETAIL 39A ONLY WHERE
SHOWN ON PLAN, OMIT DETAIL 39A
WHEN NOT SHOWN ON PLAN
200'
TERMINA TE ALL LANE LINES ON
A LINE CONNECTING THE MID -ARC
POINTS OF THE CURB RETURNS
TYPICAL TERMINATION O.Hr LANE STRIPING
A T INTERSECT/ONS WITHOUT STOP BARS
11 INSTALL TYPE 11 (R) ARROW PER CAL TRANS STD A24A. 16 INSTALL MODIFIED TYPE "D" 3'x3' BICYCLE
6
DETECTOR L OOP A T 6" OFFSET FROM STOP
12 INSTALL R26(CA) SIGN AND R81(CA) SIGN PER BAR. EACH DETECTOR LEAD-IN CABLE
CITY STANDARD T-2. (DLC) TO BE PULLED FOR EACH BIKE
LANE DETECTOR. LOOP ASSIGNMENT TO
3 INSTALL DETAIL 21 (YELLOW) BE DETERMINED IN THE FIELD BY THE
TRAFFIC ENGINEER. DLC WI THIN 8 OF THE
OINSTALL R81(CA) SIGN TO EXISTING R26(CA) SIGN PER CURB FLOWLINE SHALL BE A MINIMUM OF
14 CITY STANDARD T-2 1.5" BELOW PAVEMENT SURFACE.
15 INSTALL DETAIL 38 (WHITE).
File Name: Bike Lane Akers Rd
Job No.: T4K223
Date: Mar. 25, 14
f ee wW Wilson S CLAYTON
Engineer: D Padilla
Checked By 7�>.r
BIKE LANE IMPROVMENTS — PHASE 1
AKERS ROAD HARRIS RD TO DE ETTE AVE
NOT TO SCALE
no\ t
�• Go r -o J
C
0?0�
e�l
SHEET NO.
5 OF 6
0 1 2 3
z
O
Q
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I--
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0
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O
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0
I.
LH
rl�.
WE
ED
N
WH/TE ALUM
LANE AVENUE
WHITE
LANE
0
0
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co
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N
Q
C
J
N
m
C
U
0
0
Q)
0
U
ry
U)
Q
J
U
m
I
rq
N
N
Y
O
N
I
O
N
cn
U
w
O
n
;NI
Ji
€ j
Q1 676 LF
584 LF 7.0
' 5
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
2
•jp -- —159 CF — — -- ��
w
7.0 162 LF
P
5 2 1
200 LF 99 LF
File Nome: Bike L on e Akers Rd M Rea wf• Wilson S CL A YTON
Job No.: T4K223 Engineer: D Padilla
Date: Mar. 25, 14 Checked By. pj0
I cf� 4
SCALE: 1 " = 40'
1 �o
BIKE LANE IMPROVMENTS - Pf
AKERS ROAD PLANZ RD TO WHIT
Q�pFESS10
gEAN
�6v
wR Q T RED Cl VIL ENGINEE C 46803 2
* Exp. 6-30-15 ,
CITY OF BAKERSFIELD *T
1501
9501 TRUXTUN AVENUE qTF C1V�L O��
OF �F
BAKERSFIELD, CA 93301 CAl
REVISIONS
No.
DA TE
DESCRIP TION
1
/ /
4
I/
GENERAL NOTES:
1. ALL CONSTRUCTION SHALL COMPLY WITH THE 2006 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 ORA WINGS RELA TI VE TO
EXISTING CONDITIONS IS PROVIDED AS BEST POSSIBLE. FINAL
RESPONS/BLITY 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
PAINT PER CAL TRANS STANDARD SPECIFICATION PTH-02ACKYD
UNLESS OTHERWISE NOTICED ON THE PLANS
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1ASE ) SHEET NO.
F LN 6 OF 6
0 1 2
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Li
0
II
N
/VH/TE
LANE
INSTALL R7-9 AND R81A
(CA) SIGNS OVER EXISTING
SIGN ON EXISTING POST
PER CITY STANDARD T-2.
R: ke— loop 1ss : - _M� .161
1 f
cli
WH/TE
LH LANE
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4
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m
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INSTALL
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O
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a_
INSTALL DETAIL 39A (WHITE)
0
II
N
/VH/TE
LANE
INSTALL R7-9 AND R81A
(CA) SIGNS OVER EXISTING
SIGN ON EXISTING POST
PER CITY STANDARD T-2.
R: ke— loop 1ss : - _M� .161
1 f
cli
WH/TE
LH LANE
0
N
am
4
Cn
INSTALL DETAIL 39 (WHITE)
O
INSTALL R26(CA) SIGN PER CITY STANDARD T-2
11
INSTALL
Q
16 INSTALL MODIFIED TYPE "D" 3x3' BICYCLE
2
INSTALL DETAIL 39A (WHITE)
O
INSTALL R81(CA) SIGN OVER EXISTING SIGN ON
EXISTING POST PER CITY STANDARD T-2.
12
INSTALL
CITY
�
DETECTOR LOOP AT 6" OFFSET FROM STOP
BAR. EACH DETECTOR LEAD-IN CABLE
(DLC) TO BE PULLED FOR EACH BIKE
co
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imI�
rK
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Q)
Q
w
� Im!
A KE R S R 0 A I)i,
KAPRAL
WAY
4
KAPRAL
WAY PLANZ ROAD
m
I
Q
0
w
N
m
I
N
N
Y
�r
0
N
I
0
N
cn
U
w
D
O
0
INSTALL DETAIL 39 (WHITE)
O
INSTALL R26(CA) SIGN PER CITY STANDARD T-2
11
INSTALL
TYPE lI (R) ARROW PER CAL TRANS STD A24A.
16 INSTALL MODIFIED TYPE "D" 3x3' BICYCLE
2
INSTALL DETAIL 39A (WHITE)
O
INSTALL R81(CA) SIGN OVER EXISTING SIGN ON
EXISTING POST PER CITY STANDARD T-2.
12
INSTALL
CITY
R26(CA) SIGN AND R81(CA) SIGN PER
DETECTOR LOOP AT 6" OFFSET FROM STOP
BAR. EACH DETECTOR LEAD-IN CABLE
(DLC) TO BE PULLED FOR EACH BIKE
STANDARD
T-2
O
INSTALL BIKE LANE MARKINGS (WHITE PAINT, 14 SF EA.)
O
INSTALL R7-9 SIGN OVER EXISTING SIGN ON
EXISTING POST PER CITY STANDARD T-2.
13
INSTALL
DETAIL 21 (YELLOW)
)
LANE DETECTOR. LOOP ASSIGNMENT TO
BE DETERMINED IN THE FIELD BY THE
TRAFFIC ENGINEER. DLC WITHIN 8' OF THE
4
OOO
INSTALL R81 (CA) SIGN PER CITY STANDARD T-2,
9
REMOVE EXISTING STRIPING.
14
INSTALL R81(CA) SIGN TO EXISTING R26(CA) SIGN PER
CITY STANDARD T-2
CURB FLOWLINE SHALL BE A MINIMUM OF
1.5" BELOW PAVEMENT SURFACE.
OINSTALL
R7-9 SIGN PER CITY STANDARD T-2.
1 Q
INSTALL DETAIL (YELLOW)
15
INSTALL
DETAIL 38 (WHITE).
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
1915+00
I\STA. 194+94.
CL INTERST
AKERS RD T
PLANZ RD
END PROJE T,
\T= 7
PLANZ ROAD
File Name: Bike Lane Akers Rd M fteKtu Wilson S CLAYTON
Job No.: T4K223 Engineer., D Padilla
Date: Aug. 13, 14 Checked By
r[�4
-�
SCALE: 1 " = 40'
r
l
QRpFESS/ON
pEAN R�� �2c
WQ � rn
REGISTERED CIVIL ENGINEER C 46803
* Exp.6-30-15
CITY OF BAKERSFIELD
1501 TRUXTUN AVENUE qTF CIV\_
BAKERSFIELD, CA 93307 OF CA��F
REVISIONS
No. DA TE DESCRIP TION
l A17
08/07/14
471 / /
GENERAL NOTES:
1. ALL CONSTRUCTION SHALL COMPLY WITH THE 2006 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 INDICA TED
BY (CA). (CA) INDICATED CALIFORNIA CODES
4. ALL STRIPING AND PAVEMENT MARKING SHALL BE THERMOPLASTIC
PAINT PER CAL TRANS STANDARD SPECIFICATION PTH-02ALKYD
UNLESS OTHERWISE NOTICED ON THE PLANS.
REVISION NO TES
REVISED LANE STRIPING WHICH IS NO
L ONGER PROPOSED
CLOUD INDICATES AREAS OF REV S/ON:
- PROPOSED PAVEMENT MARKINGS THAT ARE NO LONGER PROPOSED
- PROPOSED ROADSIDE SIGNS THAT ARE NO LONGER PROPOSED
- PAVEMENT MARKINGS WHICH ARE NOW PROPOSED
- ROADSIDE SIGNS WHICH ARE NOW PROPOSED
BIKE LANE STRIPING HAS BEEN INSTALLED BETWEEN WHITE LANE AND
PLANZ ROAD AT 14' FROM FL OWL INE.
REMOVED QUANT/TIES
3988
TRAFFIC STRIPING, DETAIL 39 (THERMOPLASTIC)
713
TRAFFIC STRIPING, DETAIL 39A (THERMOPLASTIC)
101
TRAFFIC STRIPING, DETAIL 38 (THERMOPLASTIC)
525
PA YEMEN T MARKING (PAINT)
9
INSTALL ROADSIDE SIGN (GSP AND SIGN PANEL)
ADDED QUANTITIES
63 PAVEMENT MARKING (PAINT)
1 INSTALL ROADS/DE SIGN (GSP AND SIGN PANEL)
BIKE LANE IMPROVMENTS — PHASE 1
AKERS ROAD- PLANZ RD TO WHITE LN
�OF