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jS I,F DRAli WINGS
SHEE T
7
TI TL E SHEE T
STORM DRAIN
SHEE T
2
SEC TIONS
EXIST
SHEET
3
DETAILS
FIBER OPTIC LINE
SHEET
4
STRIPING DETAILS
298
SHEET
5
RAMP DETAILS
DETAIL 38A
SHEET
6
CAL TRANS ACCESS
RAMP DETAIL '
SHEET
7
PAVEMENT/STRIPING
— PANAMA LN TO STA 31+60
SHEET
8
PAVEMENT/STRIPING
— STA 31+60 TO HARRIS ROAD
SHEET
9
PAVEMENT/STRIPING
— HARRIS ROAD TO STA 60+10
SHEE T
10
PA YEMEN T/STRIPING
— STA 60+10 TO PACHECO RD
SHEE T
7 I
CONSTRUCTION PHASING DETAILS
THE MONUMEN T A T THE S TREE T IN TERSEC TION OF S TINE ROA D
AND HARRIS RD SHALL BE USED AS THE BENCHMARK FOR THIS
PROJECT. THE BENCHMARK SHALL BE ESTABLISHED USING
U. S. G. S. DATUM NA VD 83 >
ASIS OF BEARING
CITY OO F BA : ERSFIELD,
CENTERLINE OF STINE ROAD FROM PANAMA LN TO
HARRIS RD. IS SHALL BE USED AS THE BASIS OF BEARING
CITY STANDARDS '
ST-1,ST-2, ST -7, ST -9, ST -12, ST -14, ST -27
NO TE.-
ALL
E:ALL REFERENCES TO "CLASS B CONCRETE" SHALL BE REPLACED WITH
"CLASS 3 CONCRETE" AS DEFINED IN THE CAL TRANS STANDARD
SPECIFICATIONS MAY 2006, EDITION. ALL REFERENCES TO "CLASS A
CONCRETE" SHALL BE REPLACED WITH "CLASS 2 CONCRETE" AS DEFINED
IN THE CAL TRANS STANDARD SPECIFICATIONS MAY 2006, EDITION.
20 10 PAVEMENT REHA BIL I TA TION
— — — — — — — EA SEMEN T EXIST CURB & GUTTER
-- RIGHT—OF—WAY—-------------— EXIST A. C. FL0WLINE
CEN TERLlNE — '�= — — — /// — — — '�— — EXIST -D GE OF PA VEMEN T
RAILROAD TRACKS n n GUARD RAIL
x X x CHAIN LINK FENCE IMPROVEMENTS
UTILITY SYMBOLS
W EXI S T WA TER LINE E
EXIST GAS LINE
° EXIST A ERI A L E
LINES
r EXIST UNDERGROUND E
TV CABLES
- — T
MH
1-01
P.P.
f
EXIS 0/L L lNE
EXISTING MANHOLE
POWER POLE
EXISTING MONUMENT
EXISTING CLEAN OUT
STREET LIGHT
STREET LIGHT W/MAST ARM
^F. H.
W. M.
171
Ff V.
G.M.
G. V.
N
io,
EXIST
SEWER LINE
EXIST
STORM DRAIN
EXIST
UNDERGROUND
POWER LINE
EXIST
UNDERGROUND
PHONE LINE
EXIST
FIBER OPTIC LINE
PHASE 2- ST/NE ROAD:
PANAMA LN. TO PACHECO RD..
CITY PROJECT NUMBER: TOK231
4"M
EXISTING WATER VALVE
GAS METER
GAS VALVE
BENCHMARK
DESCRIP TION
UNI T
Q T Y
ROAD WA Y EXCA VA TION
C Y
11,676_
DETAIL 8
LF
12,157
DETAIL 21
LF
163
DETAIL 29
LF
298
DETAIL 31
LF
1,686
DETAIL 38A
LF
2,487
DETAIL 39
LF
6,J67
DETAIL 39A
LF
1,133
4 1/2 " WIDE BL UE S TRIPE
L F
38
BL UE MARKINGS
SF
14
WHI TE MARKINGS
SF
2,790
BLUE MARKERS
EA
26
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QRoF tis �oN
pEAN R q� APPROVAL RECOMMENDED BY: Z
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C 46803
y� Exp. 6-30-11
ASSISTANT PUBLIC WORKS DIRECTOR I IDATE
��qTF C l V I
OF CA��F
CIVIL NGINEER IV — DEICN ENGINEERING DATE
O
TRAFFIC ENGINEERING DATE
2010 PA VEMEN'AREHA BIL /TA TION PHASE 2 NO
Job No.: TOK231 OF
STINE ROAD- PANAMA LN TO PACHECO RD 11
File Name: Stine— approved. dwg CITY PROJECT NUMBER- TOK231 SHEETS
0 1 2 3
S TA TL, OF CALIFORNIA
�
0
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NO TE:
THE CON TRA C TOR MUST POSSESS THE FOLLOWING
�
VALID LICENSES:
C ASS A
�
i
NO TE.-
E:THE
THECON TRA C TOR SHALL CONTACT THE USA L OCA TOR
4.
SERVICE 7-800-642-2444, 48 HOURS PRIOR TO
.
EXCA VA TION.
W
Z
PROJECT LENGTH
N
1.0 MILES
W
Z
CL
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QRoF tis �oN
pEAN R q� APPROVAL RECOMMENDED BY: Z
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L Q 0 /
C 46803
y� Exp. 6-30-11
ASSISTANT PUBLIC WORKS DIRECTOR I IDATE
��qTF C l V I
OF CA��F
CIVIL NGINEER IV — DEICN ENGINEERING DATE
O
TRAFFIC ENGINEERING DATE
2010 PA VEMEN'AREHA BIL /TA TION PHASE 2 NO
Job No.: TOK231 OF
STINE ROAD- PANAMA LN TO PACHECO RD 11
File Name: Stine— approved. dwg CITY PROJECT NUMBER- TOK231 SHEETS
0 1 2 3
I
o QRpFESS/0/v
F, pCAN
100' TRANSITION RECORDS INDICA TE EX/S TING MEDIA CURBS A S FOL L O WS: CO
END TRANSITION STA 10+50 TO STA 13+60- FULL DEPTH MEDIAN CURB REGISTERED CIVIL VNGINEER C 46803
STA 13+60 TO HARRIS ROAD -TYPE 'M' TACK- ON MEDIAN CURB * Exp. 6-30-11
LIMITS AS SHOWN EXISTING CURB AND GUTTER
ON PLANS CITY OF BA KERSFI EL D
... ` 1501 TRUX TUN AVENUE qTF FIVIL\����
MATCH r0 EXISTING f ,; PROTECT ALL MEDIANS IN PLACE BAKERSFIELD, CA 93301 cA�
ROADWAY SURFACE
\ REVISIONS
fA OADWA Y RECONSTRUCTION
No. DA TE BY DESCRIP TION
02/04/2011 JAFLORES REVISE DETAIL
EXISTING ROADWAY SURFACE EXISTING RAISED MEDIAN ISLAND 100.00 TOP OF CURB 1
100.00 A.C. EXISTING MEDIAN
" \ f FINISH ROADWAY SURFACE 1 WIDTH VARIES
MATCH TO EXISTING { < .t �REN6€ LlN€-SME 1. 4. riiQQ BETWEEN 14'-22' EXISTING CURB
ROAD WA Y SURFACE i R A. t,
ROAD AY RECONSTRUCTION f
GGNS��GR6A' GUTTER
TO SEE PLAN FOR REVEAL VA RIES 8 L LA YOU FR T FINISH ROAD WA Y SURFACE 1
i' " PR9Fii GRa�C^�F Y �- „ �"� PROFILE GRADE LINE PGL OM 0.35 O
f, TCP OF EX CLI�?B HINGE POINT A T LEFT (PGL)
0 67' RErEF'EA°T�"°'�ti�n ""E9AN „''
LIMITS AS SHOWN
POCKETS/ SEE DETAILS ON PLANS �i?AP � �E- 60ES-8=
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pEAN
BIKE LANE —SEE PLANS FOR WIDTHS, �� m
U (PER MUTC2003 CALIFORNIA TERMINATE CENTERLINE OR CENTER LANE REGISTERED Cl VlL ENGINEERQD
C 46803
SUPPLEMENT FIGURE 3B-102 TYP. LINES AND NEAR SIDE LANE LINES AT
4680— 1
WHEN HYDRANT IS WITHIN 50' OF
MID—ARC POINTS OF THE CURB RETURNS 2 of Ione t * Exp.
CURB RETURN, PLACEMENT OF FIRE Ee
HYDRANT
CITY OF BAKERSF/EL D
STREET SHALL BE REQUIRED. p� �P
MARKER THE SIDE ! 1501 TRUXTUN A VENUE
-°-��, Q
DETAIL 39 e._D BAKERSFIELD, CA 93301 CA��
__„..�..R.....w ..A�.v.. ............�..,,”
TREVISIONS
;
...................:...............:.......................................:...:.................:.........................................:.:.:..........................................:.:.........................:.:...........,..........................................,.:...............,.....:.:...:.:....,...........,. ..... .
nil FIRE HYDRANT......................................:...............:.:...:...........:. ,
`` No DA TE DESCRIPTION
r ...........:...... ............................................................. .......,
LANE TWO TRAFFIC FLOW
...................................................................
,••••,•.• ............. ........r.,..,....,. .r.r...rr........... � END DETAIL 39 AT BCR WHEN DETAIL
2 / /
LANE ONE
39A IS NOT SHOWN ON PLAN
0
TRAFFIC FLOW
END DETAIL 39A AT BCR
NOTES.
INCLUDE DETAIL 39A ONLY WHERE THIS SHEET DOES NOT INCLUDE ALL
PLACEMENT OF OF FIRE HYDRANT SHOWN ON PLAN, OMIT DETAIL 39A STRIPING AND MARKINGS DETAILS
MARKER SHALL BE LOCATED 3" ,•,4 NOTED ARE FOR CLARIFICATIONS TO
WHEN NOT SHOWN ON PLAN STANDARD PLANS REFERENCES
OUTSIDE OF THE LANE ONE STRIPE TERMINA TE ALL LANE LINES ON
J 200' A LINE CONNECTING THE MID—ARC
POINTS OF THE CURB RETURNS
J * 70 sq It DOES NOT INCLUDE THE 2'-0" z VARIABLE o
i
WIDTH TRANSVERSE LINES.
e
2'-0' x width
of Ione
t —0" GRID
A=70 sq It
1 ,
FIRE HYDRANT TYPICAL TERM/NA TION OF LANE STRIPING
MARKER L OC,4TfONS RAILROAD CROSSING DETAIL
A T IN W/TROUT STOP BARS
NOT TO SCALE NOT TO SCALE NOT TO SCALE
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FACE OF CURB FACE OF CURB
STREET WIDTH VARIES
2'
Hl TE
LUE
I
CENTER OF STREET
Q)
Q)
PAVEMENT MARKINGS
R=150'
f1 ;
(WHITE) PER STANDARD
PLAN A24A - CENTER IN LANE F /
SEE PLAN FOR
PLACEMENT
} PAVEMENT MAR t L OCA TI
KINGS
3
i
TYPE l V ARROW/
(WHITE) PER STANDARD � �;�:> y � SEE PLAN FOR
s
PLAN A24C — CENTER IN LANE yr4
LOCATION DETAIL 21
0 0
.. (96 LF)
Sri yN ��
DETAIL 39 OR
DETAIL 39A AS
NOTED ON PLANS
4' 8' PARKING WIDTH
BIKE7 t 8 I '-----'----'--------------------------------
EGR PA TH EG i
LIMIT LINE
I
-------------------------------------------------------------------------- ....
2 FACE OF CURB -------------
5 •,
DETAIL 39 OR 2'-8 1/2" LIMIT LINE (WHITE)
DETAIL 39A AS ��
BIKE`,, 3'-9" SEE PLAN 4'
NOTED ON PLANS
PA TH
6" GRID
ALL BIKE LANE MARKINGS SHALL
••. ALL BIKE LANE MARKINGS SHALL A (White) =3.58 sq ft
E CENTERED T�II 11-tE BIKE � �` E CENTERED THIN THE BIKE
A (Blue) =14 sq ft 12" WIDE MARK/NG
LANE TDTH UNLESS DIRECTED LANE TDTH UNLESS DIRECTED
(YELLOW)
BY CITY ENGINEER BY CITY ENGINEER
SEE PLAN FOR LOCA TION AND
PARKING LI IT DETAILS PLACE PE
THESES PLANS AND DIRECTION OF
ENGINEER
BIKE LANE MARK/NG DTL BIKE LANE MARK/NG DTL
TYPICAL LOCAL STREET
(NO STREET PARK/NG) (STREETPARKING)
ACCESSIBILITYMARKING RIGHT TURN ONLY STRIPING
NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE /
File Name: Stine—a proved Drawn: JAFLORES --I- /Z 2010 PAVEMENT REHABILITATION: ST/NE ROAD= PANAMA LN TO / sHEEr Ivo.
CITY OF BA KERSFIEL D, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T3K231 Design Eng: JAFL ORES
Date: Jan. 21, 11 Checked By PACHECO RD STRIPING DETAILS 4 of 11
1 _=7 1 1 -7
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. . ......... . . ...... . ........
TV ..... . . .... .... .. ------- - - --- ---- REGI�S'7�ERED C11111 ENGINEER CL)':J� C 46803
......... . .. . ......... . - ----- - ------ .... ...... .. TRAFFIC PULL BOX
NOMMOMMONg ORMINNOR NOMMOMMOg MIRROR,
NOMNION NORNOMMON Exp. 6-30--,l
BC
CITY OF BAKERSFIELD
C/V
. . .... 1507 TRUX TUN A VENUE
OFF
FIRE -,per BAKERSFIELD, CA 93,301
"BIKE- SIGN
H YDRA'� T a unman,
BACK OF WALK K
...............
S TREE T REVISIONS
"BIKE)l Nowa.
TV--- ----------------------------------------------------------------------------------------------------
TV SIGN No. DA TE DESCRIP TION
I i i I GRASS AREA
I i I— .. _ . SIGN
iI ......................
---------- -
4
SIGNAL Rlw
SIDE WA L
- ----------------- ... . .......... --------- - ---- -------------------------------
-----------------------------
---
ro
-------------------------------------
1-9
GRASS AREA BA CK SIDE WA L K
................. . .................... ----------------------------------------------------------
FENCE - -----
BC L-1* I
WA L
1 BACK OF EX
BACK OF
SIDE -WALK WALK
A r' 6 12U awl
E O RCONS TRUC T
I _J
i SOP I Now—
j RESIDENTIAL L
STOP' S :F
!TYPE YIA ly
Rq
RESIDEN TIAL L
2L
1
'LOOP. .............. . . . . . .......... . ........
.......... ............ S (2)
"I'll
C
ST/NE ROAD HARRIS RD FIRE H YDRA N T STREET LIGHT AND
------------ -----------
PULL BOX
■- - ------------------- ...........
--------------------------------------------- ------------_-------_
Rq ------------- ..............................
A., ................ ----------------------
S/Wyl
-W --- — -----
. ............. ---- — TINE R OA D @ MA YBR 0 OKA VE ST/NE ROAD
O
PEACOCK CT
.srA
-----
24+6o
S TREE T SIGNREPL A CE 7
S TREF T SIGN (B Y 0 TH
i STREET; SIGN -
18 LOOPS
GRASS ---
---------------------------------------------- ..---
----- PULL GRASS
AZIP-4 _-----------_---------
... ............ BOX
.............................................................
------------- •
------------ j ----------------------------------------------
------ ............. NO SIDEWALK j o NC. SW
Rpm ..Xrm xmo --------------------------------------
S ibP `GN
BA CK Oe\__l
GRASS AREA 11
WALK
CONCRETE
mom,
..........
BC
BACK OF S TREE F
((Y�O`"BIKE" HA CK OF WA L K
SIGN
WA L K ST/NE ROAD COUNTRY PLACE LN
SIGN RESIDEN TIAL
-- ------BLOCK WALL ---w- -----------
-
V_
zJ/ vy
-------------------------
now -
SHRUBS
LANDSCAPE
GRASS
7
ST/NE ROAD @ MARGOLA A VE
AREA
---------------------------------------------------------------------------
GRASS
...........
WROUGHT
A REAS TOP IRON FENCE COMMERCIAL
_._.._........__ _.___. O`
COMMERCIAL BACK
SIGN
F -WALK
YTRE RESIDE T 1A L
RESIDEN TIA L
ON
TOS �16N
BACK OF GRASS
■ R9 WALK
R9
-------------------------------------
-----------------
STINE ROADSEASONS DR.
ST/NE ROAD @ ENCORE CT. --i—I W . . ............
--- -----------------------
CLEAR PULL 00X
-DW W1 THIN
STREET SIGN
7-7
4
l URN
S FREE T S/
D TL 21 (50 LF)
H •
:
........... .
S TREE T "BIKE4
BACK OF
BLOCK WALL
SIGN SIGN WALK
.................................. --------------
-------------- t --------------------------- BACK OF
ft
.. ...... ... . BLOCK
--SIDEWALK--- 4
------------- ------------------------- WALK
WALL
GRAS EC
(11H SS
BC AtYlEA
AREA LIS LIS
S TREE T
MINOR%
-------------------------
S TREE T
S TOP
SS BACK OF SIGN
WALK SIGN BACK OF WALK ---------- - --------- -- ------------------------------- LICH T
--------------- 4-C-5- ------------------------------------------
J. ------------ - -----
........... ----------------------------------------- --------- -----------
........... - ................................. ..... ----- . ...........
w BIKE SIGN
FIRE
---- -------------------------------
ALK
HYDRANT SIDEWALK
S TREE T ...... -------------------
2_0 STREET SIGN —WALK
I -------------------------------
.......... . .
is
FH
GRASS
GRASS
RESIDENTIAL STOP SIGN,
16/
O
RESIDEN TIAL
R9 I now—
R9 RO
ST/NE R OA D @ PINECA S TL E A VE
ST/NE ROAD @ PENWOOD CT. ST/NE ROAD WOODMERE DR.
CW.l I
ACCESS RAMP TABLE
File ftme: Stin e - appro ved
PUBLIC WORKS DEPARTMENT Job No.: TOK231
Drawn: JA FL ORES
Design Eng:
2010 PAVEMENT REHABILITATION 2010:
EST OTY
ROAD: PANAMA LN TO SHEET No.
SYMBOL
RADIUS
RAMP TYPE
L OCA T1 ON
COMMENTS
S1W
CIG LF
20'
MODIFIED CASE 8
205
34'
NE MA YBROOK
NON-FEDERAL
30,
CASE A
419'
50'
NW SEASONS
FEDERAL
20'
MODIFIED CASE B
253'
35,
SE PINECASTLE
NON-FEDERAL
30,
CASE A
325'
47'
NE PINECASTLE
NON-FEDERAL
30,
CASE
325'
50'
SE COR
PEACOCK
FEDERAL
30,
CASE A
325'
50'
NE COR
PEACOCK
FEDERAL
7
30,
CASE A
394'
50'
SE COR ENCORE
FEDERAL
U8
30'
CASE A
J95,
49'
NE COR ENCORE
FEDERAL
30,
CASE A
325'
50'
SW COR
PENWOOD
FEDERAL
30'
CASE A
J26'
50'
NW COR
PENWOOD
FEDERAL
30,
CASE A
326'
50'
NW COR HARRIS
FEDERAL
@20'
CASE A
283'
35,
SE COR
MARGOLA
FEDERAL
@/MAR25'
CASE A
270'
42'
NE COR
GOL
FEDERAL
30,
MODIFIED CASE B
142'
24'
SW COR
WOODMERE
FEDERAL
30,
MODIFIED CASE 8
301'
47'
NW COR
WOODMERE
FEDERAL
20'
MODIFIED CASE B
194'
35'
SE COR
WOODMERE
FEDERAL
20'
MODIFIED CASE B
194'
35'
NE COR
WOODMERE
WOOD
20'
MODIFIED CASE B
208'
39'
SE COR
COUN TR Y PL A CE
FEDERAL
=2 0'
MODIFIED CASE B
210'
59'
NE COR
COUN TR Y PL A CE
FEDERAL
CITY OF BAKERSFIELD, CALIFORNIA
File ftme: Stin e - appro ved
PUBLIC WORKS DEPARTMENT Job No.: TOK231
Drawn: JA FL ORES
Design Eng:
2010 PAVEMENT REHABILITATION 2010:
STINE
ROAD: PANAMA LN TO SHEET No.
-Dote: Jon. 25, 11
JAFLORES'
Checked By
PACHECO RD — ACCESS
RAMP
DETAILS .5 OF II
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Note 7 N
Fron t
Needge of
sidewalk
Sidewalk
See
Note 7
A
4'-0"
Min
CASE A
7
2K% TO
A
a Max
:�i O i See Notes
10 and 11
Front
of
�N�\\eclge
sidewalk
a
0000 000005--
0000 000000
000000 000000
flowline
Top
D0000 00
8.33%
0000 00
0000 x 00
8.33%
0000x 00
N-)
Sidewal
D00001`0 p 0000
°000 C) 0000
sides of
,0%
100 Max
OOOOO °00000°o
10
% \a\\\\\
0000000000 000000000
000000 000000
10%
Max
cu
000000000000
adjusted to grade by the owner prior to, or in conjunction with,
000000 000000
at curb
p000000 000000c
at
curb
Note 9 SECTION B -B
000000 000000
_�
� �
o
Sidewalk
See
Note 7
A
4'-0"
Min
CASE A
7
2K% TO
A
a Max
:�i O i See Notes
10 and 11
Front
of
�N�\\eclge
sidewalk
a
Sidew
4' 0"
Min
CASE D
s
B
A 5'-0"
Min
Retaining curb
if necessary at
edge of sidewalk
Min
0000 000000
000000 000000
flowline
Top
if necessary>
of ramp
8.33%
0000 00
0000 x 00
8.33%
°O°°"°°0000
0000 X 0000
Sidewal
D00001`0 p 0000
Rounded
sides of
,0%
Max
00000000
0000 0000
°O°°°° 000000
10
% \a\\\\\
0000000000 000000000
curb
°°0000 oo°000at
000000 000000
at
cu
o
adjusted to grade by the owner prior to, or in conjunction with,
000000 000000
0000000000 000000000
00000000 X 0000000
0000°o°0°0°0°0°0 °o°0°0°0°0°0°000 X
o°°00000 � 000000000
N
Sidew
4' 0"
Min
CASE D
s
B
A 5'-0"
Min
Retaining curb
if necessary at
edge of sidewalk
of
walk
10% Max
10% Max B See Notes at curb
at curb 10 and 11
CASE B
C Retaining curb if
necessary at edge
Q of sidewalk
Q0 L>1
Min
Typ
000000 000000
flowline
Top
if necessary>
of ramp
8.33%
2% Max
8.33%
°O°°"°°0000
0000 X 0000
Sidewal
2% Max
Rounded
sides of
Max
_
Max
000000 0000 0
8.33%
0000000000 000000000
8.33%
---
4'-0" Min
See Notes
A 10 and 11
o
adjusted to grade by the owner prior to, or in conjunction with,
Max
X
�
0000000000 000000000
00000000 X 0000000
0000°o°0°0°0°0°0 °o°0°0°0°0°0°000 X
o°°00000 � 000000000
N
See
Note 9 SECTION B -B
CN° X
_�
� �
o
will be at the Contractor's option,
00000000 000000000
00000000V 000000000
00000000 000000
See
project plans.
N
N �
00000000 N o ooc0000
curb if
necessary
—
0000000000 0 0000000
Note i
C P P
000000
000000 000000
00°000 000000
000000 000000
000000 000000
V000000
000000 000000
oOOON 0000
0000 0000
Fron i
X
0000� 0 0000
oOOOr) 0000
edge
000006 0000
side
DOOOOOO 000 o\__
of
walk
10% Max
10% Max B See Notes at curb
at curb 10 and 11
CASE B
C Retaining curb if
necessary at edge
Q of sidewalk
Q0 L>1
Front edge
of sidewalk
A
Sidewalk 2%
Max
See OC o X Front edge
Note 7 I N of sidewalk
A
2% Sidewalk
Max
See 0
�i N o Note 7 C
10% Max _—_
at curb
10% Max
at curb
0000 °000000 Front
Planting °OOOO 000000 _ edge of
0000, x 0000
0000 a °O°° sidewalk
area 0000n 000
0000 1E 000
000006 00 000 g
000000 000 00
Retaining
000000 000 00 i Curb (both
4'-0sides of
See Notes 10 ramp)
Min and 11
A 6
- - - TYP
red
provide
ght curb
P
Crosswalk if provided
DETAIL A
TYPICAL TWO -RAMP CORNER INSTALLATION
See Note 1
Where a flared side occurs
provide 2'-0" straight curb
Min
Typ
000000 000000
flowline
Top
if necessary>
of ramp
OOOO°° 000000
0000 000000
shall be 3Y» minimum.
Retaining
°O°°"°°0000
0000 X 0000
Curb (both
2% Max
Rounded
sides of
Sic
ramp)
000000 0000 0
8.33%
0000000000 000000000
8.33%
---
4'-0" Min
See Notes
A 10 and 11
adjusted to grade by the owner prior to, or in conjunction with,
Max
X
�
0000000000 000000000
00000000 X 0000000
0000°o°0°0°0°0°0 °o°0°0°0°0°0°000 X
o°°00000 � 000000000
N
See
Note 9 SECTION B -B
14. For retrofit conditions, removal and replacement of curb apron
Depress entire sidewalk as required
will be at the Contractor's option,
00000000 000000000
00000000V 000000000
00000000 000000
project plans.
Retaining
1.67" to 2.35"
00000000 N o ooc0000
curb if
necessary
Center to
0000000000 0 0000000
C P P
Front edge
of sidewalk
A
Sidewalk 2%
Max
See OC o X Front edge
Note 7 I N of sidewalk
A
2% Sidewalk
Max
See 0
�i N o Note 7 C
10% Max _—_
at curb
10% Max
at curb
0000 °000000 Front
Planting °OOOO 000000 _ edge of
0000, x 0000
0000 a °O°° sidewalk
area 0000n 000
0000 1E 000
000006 00 000 g
000000 000 00
Retaining
000000 000 00 i Curb (both
4'-0sides of
See Notes 10 ramp)
Min and 11
A 6
- - - TYP
red
provide
ght curb
P
Crosswalk if provided
DETAIL A
TYPICAL TWO -RAMP CORNER INSTALLATION
See Note 1
Where a flared side occurs
provide 2'-0" straight curb
CASE F
UEIAIL B
TYPICAL ONE -RAMP
CORNER INSTALLATION
See Notes 1 and 3
ewalk
See Notes Note 7
CASE A 10 and 11
� A
2% Sidewalk
Max
See O.C:
X
Note 7 °
d N 10% Max
= A at curb
Fron t
6" edge of
�y
T p I \ sidewalk
0
C
a �
Retaining
Curb
4'-0" Min See Notes 10
and 11
A
CASE G
See Note 4
Gutter
flowline Top of ramp 4'-0" Min
Rounded
See Note 9
2% Max F-
8.33% Max
SECTION A— A
Gutter
flowline
QROFESSION
pEAN R A
REGISTERED CIVIL ENGINEER Q:� C 46803
y�
Exp. 6-30-11
CITY DE BAKERSFIELD �P
1507 TRUX TUN AVENUE q�F C����
BAKERSFIELD, CA 93301 OF CA��F
REVISIONS
0.45"
Top Dia No No. DA TE DESCRIPTION
0.9"
Base Dia
O 712T
RAISED TRUNCATED DOME
NOTES:
1. As site conditions dictate, Case A through Case G curb ramps may be
used for corner installations similar to those shown in Detail A and
Detail B. The case of curb ramps used in Detail A do not have to be
the same. Case A through Case G curb ramps also may be used at
mid block locations, as site conditions dictate.
2. If distance from curb to back of sidewalk is too short to
accommodate ramp and 4'-0" platform (landing) as shown in Case A,
the sidewalk may be depressed longitudinally as in Case B, or C or
may be widened as in Case D.
3. When ramp is located in center of curb return, crosswalk
configuration must be similar to that shown for Detail B.
4. As site conditions dictate, the retaining curb side and the flared
side of the Case G ramp shall be constructed in reversed position.
5. If located on a curve, the sides of the ramp need not be parallel,
but the minimum width of the ramp shall be 4'-0".
6. Side slope of ramp flares vary uniformly from a maximum of 10% at
- curb to conform with longitudinal sidewalk slope adjacent to top of
the ramp, except in Case C and Case F.
7. The curb ramp shall be outlined, as shown, with a 1'-0" wide
border with Ya" grooves approximately 4" on center. See
grooving detail.
8. Transitions from ramps and landing to walks, gutters or streets
shall be flush and free of abrupt changes.
9. Maximum slopes of adjoining gutters, the road surface immediately
adjacent to the curb ramp or accessible route shall not exceed
5 percent within 4°-0" of the -top and bottom of the curb ramp.
10. Curb ramps shall have a detectable warning surface that extends
the full width and 3'-0" depth of the ramp. Detectable Warning
Surfaces shall conform to the details on this plan and the
requirements in the Special Provisions.
11. The edge of the detectable warning surface nearest the street
ff ff
Gutter
Retaining curb
Typ
000000 000000
flowline
Top
if necessary>
of ramp
OOOO°° 000000
0000 000000
shall be 3Y» minimum.
Retaining
°O°°"°°0000
0000 X 0000
Curb (both
0000r'`) � 0000
°O°°''o 0000
0000 �
Rounded
sides of
0000
000006 000000
000000 000 0C
ramp)
000000 0000 0
within the boundaries of the curb
ramp will be relocated or
---
4'-0" Min
See Notes
A 10 and 11
CASE F
UEIAIL B
TYPICAL ONE -RAMP
CORNER INSTALLATION
See Notes 1 and 3
ewalk
See Notes Note 7
CASE A 10 and 11
� A
2% Sidewalk
Max
See O.C:
X
Note 7 °
d N 10% Max
= A at curb
Fron t
6" edge of
�y
T p I \ sidewalk
0
C
a �
Retaining
Curb
4'-0" Min See Notes 10
and 11
A
CASE G
See Note 4
Gutter
flowline Top of ramp 4'-0" Min
Rounded
See Note 9
2% Max F-
8.33% Max
SECTION A— A
Gutter
flowline
QROFESSION
pEAN R A
REGISTERED CIVIL ENGINEER Q:� C 46803
y�
Exp. 6-30-11
CITY DE BAKERSFIELD �P
1507 TRUX TUN AVENUE q�F C����
BAKERSFIELD, CA 93301 OF CA��F
REVISIONS
0.45"
Top Dia No No. DA TE DESCRIPTION
0.9"
Base Dia
O 712T
RAISED TRUNCATED DOME
NOTES:
1. As site conditions dictate, Case A through Case G curb ramps may be
used for corner installations similar to those shown in Detail A and
Detail B. The case of curb ramps used in Detail A do not have to be
the same. Case A through Case G curb ramps also may be used at
mid block locations, as site conditions dictate.
2. If distance from curb to back of sidewalk is too short to
accommodate ramp and 4'-0" platform (landing) as shown in Case A,
the sidewalk may be depressed longitudinally as in Case B, or C or
may be widened as in Case D.
3. When ramp is located in center of curb return, crosswalk
configuration must be similar to that shown for Detail B.
4. As site conditions dictate, the retaining curb side and the flared
side of the Case G ramp shall be constructed in reversed position.
5. If located on a curve, the sides of the ramp need not be parallel,
but the minimum width of the ramp shall be 4'-0".
6. Side slope of ramp flares vary uniformly from a maximum of 10% at
- curb to conform with longitudinal sidewalk slope adjacent to top of
the ramp, except in Case C and Case F.
7. The curb ramp shall be outlined, as shown, with a 1'-0" wide
border with Ya" grooves approximately 4" on center. See
grooving detail.
8. Transitions from ramps and landing to walks, gutters or streets
shall be flush and free of abrupt changes.
9. Maximum slopes of adjoining gutters, the road surface immediately
adjacent to the curb ramp or accessible route shall not exceed
5 percent within 4°-0" of the -top and bottom of the curb ramp.
10. Curb ramps shall have a detectable warning surface that extends
the full width and 3'-0" depth of the ramp. Detectable Warning
Surfaces shall conform to the details on this plan and the
requirements in the Special Provisions.
11. The edge of the detectable warning surface nearest the street
ff ff
Gutter
Retaining curb
shall be between 6 and 8 from
the gutter flowline.
flowline
Top
if necessary>
of ramp
12. Sidewalk and ramp thickness, "T",
shall be 3Y» minimum.
4'-0" Min
Rounded
13. Utility pull boxes, manholes, vaults
and all other utility facilities
---
within the boundaries of the curb
ramp will be relocated or
---
adjusted to grade by the owner prior to, or in conjunction with,
8.33% Max 2% Max
curb ramp construction.
See
Note 9 SECTION B -B
14. For retrofit conditions, removal and replacement of curb apron
Depress entire sidewalk as required
will be at the Contractor's option,
unless otherwise shown on
project plans.
Retaining
1.67" to 2.35"
0
curb if
necessary
Center to
2% Max
See
Note 9 SECTION C— C
Limit of pay
4'-0" Min
wee Rounded
Note 14
See
Note 9 r. T r-\ i r \ r- -r A
Existing curb and sidewalk
center spacing
0 � 0
RAISED TRUNCATED DOME PATTERN (IN—LINE)
Approximately 3/4" DETECTABLE WARNING SURFACE -
1/4
URFACE1/4See Note 10
STATE OF CALIFORNIA
�. DEPARTMENT OF TRANSPORTATION
GROOVING DETAIL CURB RAMP DETAILS
NO SCALE
RSP A88A DATED SEPTEMBER 1, 2006 SUPERSEDES STANDARD PLAN A88A
DATED MAY 1, 2006 - PAGE 115 OF THE STANDARD PLANS BOOK DATED MAY 2006
REVISED STANDARD PLAN RSP A88A
File Name: Stine -approved Drown: ???? 2010 PAVEMENT REHABILITATION STINE ROAD= PANAMA LN TO SHEET No.
CITY OF -RA KERSIeIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: ???? Engineer: ????
PACHECO RD —ACCESS RAMP STANDARD 6 of
Date: Jan. 21, 11 checked By
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REPRESENT THE BEST /NFORMA TION SUPPLIED BY THE VARIOUS
UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING
UTILITIES IN THE FIELD IS THE CONTRACTORS
2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO
CAL TRANS PLANS DA TED MA Y 2006.
..............
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6212 6208 6204
6200
ALLEY ACCESS ALLEY ACCESS 'ALLEY ACCESS
ALLEY ACCESS
6108 6104
ALLEY ACCESS ALLEY ACCESS
COS TCO
,
0
DETAIL 38A @ 24' 0/C
TRAFFIC CONTROL PHASING NOTES:
o
FIA
PLACED AT A 45° ANGLE
BL UE
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15 _
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LO-------------•-- - -' �=-=------ �i
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� � �
PM 9918 -PH 2
R/W 1
GENERAL NOTES:
1 ALL UTILI TY LOCA TIONS SHOWN ARE APPROXIMATE ONLY, AND
REPRESENT THE BEST /NFORMA TION SUPPLIED BY THE VARIOUS
UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING
UTILITIES IN THE FIELD IS THE CONTRACTORS
2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO
CAL TRANS PLANS DA TED MA Y 2006.
..............
MATCH EXISTING
(AKA FYk �
X,
�, �_. ?li} �. 24
F U I lL J'Ofi r \...''
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�
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ACCESS A T
g
PINECASTLE DR
A`.
,
-- -- - - -- -- --
_
-- --= --- --
---------------------------- ----------------- ------------------------------------------ ------ -- --- --
_......
.................— __._............... _............ .................. - -
6100 ro0l•{;
ALLEY ACCESS
ACCESS AT
MA YBROOK DR
R/W AND
BLOCK WALL
_
f.\4' -
f
11 2 25
�j
-------------------------------- w 364.03
EX AC p
'J63 71 AC
1` 39 1 F \
1 F
i h LAJ
U3
0
6214
ALLEY ACCESS
PA V/EMENT LEGEND
® FULL DEPTH RECONS TRUC TION
® 0.20' GRIND AND RESURFACE
NON-FEDERAL FUNDED AREA
(ROADWA Y AREAS)
NOTES FOR MARKINGS
BIKE LANE SYMBOL
Qq LIMIT LINE
TYPE IV ARROW/5�
CROSSWALK MARKING
RAILROAD CROSSINGTYPE
3 SYMBOL
V1 ARROW
D
7" CURB REVEAL
4
STORM DRAIN INL E T
PAC BELL MANHOLE W/ CONC. PAD
STORM DRAIN MANHOLE W/ CONC PAD
�
g '
a 9
g
BUS STOP
6212 6208 6204
6200
ALLEY ACCESS ALLEY ACCESS 'ALLEY ACCESS
ALLEY ACCESS
6108 6104
ALLEY ACCESS ALLEY ACCESS
N
,
0
TRAFFIC CONTROL PHASING NOTES:
o
FIA
LL TRA FF/C S TRIP/NG & PA VEMEN T MA RK/NGS SHO WN ON THESE PL ANS ARE EX/S TING A ND SHA LL BE MODIFIED B Y THE CON TRA C TOR
BL UE
S TR/PE (37.5 LF) _
15 _
o
TO MEET CONTRACTORS TRAFFIC CONTROL & DETOUR PLANS AND SHALL COMPLY WIITH THE CONTRACTORS MAINTAINING TRAFFIC.
N�4
�2�
CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES UNLESS OTHERWISE ALLOWED BY THE ENGINEER.
-�
o
CONTRACTOR SHALL COORDINA TE WITH Cl TY OF BAKERSFIELD TRAFFIC TO ADDRESS TRAFFIC SIGNAL OPERA TIONS PRIOR TO BEGINNINGo0
ANY PHASING OPERATIONS.
---
-----------------------------------------------------------------------------
j
____________________ ___ ____-._______..._
_-_-___-_-_-___.-__-_-_--_-_-_________-_-_-_-____________-___-________-___________
z
1
CONTRACTOR SHALL USE APPROPRIA TE SIGNAGE FROM THE CURRENT "MU TCD" TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS,
^ d
.
1.5'�
CL
WHICH REQUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES
.............. _ .. —
_. ..... _..........._w..
Lu
wCONTRACTOR
SHALL MAINTAIN ACCESS THROUGH THIS AREA AT ALL TIMES EXCEPT WHEN CONSTRUCTION ACTIVITIES ARE PRESENT. ACCESS
SEE "ACCESSIBILITY
ALIGN STRIPING WITH
z
THROUGH THIS AREA SHALL ALSO BE OPEN AT THE END OF EACH WORK DAY
tlE
w
6�
CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL & DETOUR PLANS FOR APPROVAL PRIOR TO BEGINNING WORK.
o
CONTRACTOR SHALL SUBMIT WRITTEN REQUEST AND CITY APPROVAL TO CONSTRUCT MORE THAN ONE PHASE AT ANY GIVEN TIME.
o
CONTRACTOR SHALL COMPLETE ALL BUT TOP LIFT PRIOR TO BEGINNING ADDITIVE ALTERNATE PHASE.
�g
CLOSURE TO SIDE STREETS SHALL BE LIMI TED TO WORKING HOURS ONL Y IF THERE IS ONL Y ONE ACCESS TO STINE ROAD. ACCESS TO ALL
DRIVEWAYS AND STREETS WILL BE AVAILABLE FOR PUBLIC ACCESS AFTER WORKING HOURS.
-
File Nome: TOK231-STINE RD
Drawn: JA FL ORES
CITY OF BAKERSFIELD, CAL 1F0RNIA
PUBLIC WORKS DEPARTMENT
Job No.: TOK231
Design Eng: JAFL ORES
Date: 1/25/2011
Checked By
6100 ro0l•{;
ALLEY ACCESS
ACCESS AT
MA YBROOK DR
R/W AND
BLOCK WALL
_
f.\4' -
f
11 2 25
�j
-------------------------------- w 364.03
EX AC p
'J63 71 AC
1` 39 1 F \
1 F
i h LAJ
U3
0
6214
ALLEY ACCESS
PA V/EMENT LEGEND
® FULL DEPTH RECONS TRUC TION
® 0.20' GRIND AND RESURFACE
NON-FEDERAL FUNDED AREA
(ROADWA Y AREAS)
NOTES FOR MARKINGS
BIKE LANE SYMBOL
Qq LIMIT LINE
TYPE IV ARROW/5�
CROSSWALK MARKING
RAILROAD CROSSINGTYPE
3 SYMBOL
V1 ARROW
D
QRpFESS/ON
pEAN
�� G)
REGISTERED ENGINEER L-
cr_ C 46803
* Exp. 6-30-l'
CITY OF BAKERSFIELD `fix C1V�L
1501 TRUX TUN A VENUE
BAKERSFIELD, CA 93301 F OF CA��FG�
REVISIONS
No. DA TE DESCRIP TION
1 / /
7 0 7
2010 PAVEMENT REHABILITATION 2010: STINE ROAD= PANAMA LN TO SHEET NO.
PACHECO RD/ PANAMA LN. TO STA 31+60 7 of I
0 1 2
LEGEND
1
FIRE HYDRANT- PLACE BLUE MARKERS
2
MON T W/ 2x2 CONC PAD
�3
SEWER MANHOLE W/ 6x6 CONC PAD
4
STORM DRAIN INL E T
PAC BELL MANHOLE W/ CONC. PAD
STORM DRAIN MANHOLE W/ CONC PAD
WA TER VALVE W/ CONC PAD
g '
CLEAN OUT W/ CONC PAD
g
BUS STOP
7 0 7
2010 PAVEMENT REHABILITATION 2010: STINE ROAD= PANAMA LN TO SHEET NO.
PACHECO RD/ PANAMA LN. TO STA 31+60 7 of I
0 1 2
w
0
J
w
z
z
0
0
I I
I'.
I.
I.
SCALE:
" = 30'
ALL TRAFFIC STRIPING & PAVEMENT MARKINGS SHOWN ON THESE PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR
TO MEET CONTRACTOR'S TRAFFIC CONTROL & DETOUR PLANS AND SHALL COMPLY W11 TH THE CONTRACTORS MAINTAINING TRAFFIC.
�2 CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES UNLESS OTHERWISE ALLOWED BY THE ENGINEER.
CONTRACTOR SHALL COORDINATE WITH CITY OF BAKERSFIELD TRAFFIC TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO BEGINNING
ANY PHASING OPERATIONS.
q. CONTRACTOR SHALL USE APPROPRIATE SIGNAGE FROM THE CURRENT 'MUTCO" TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS,
WHICH REQUIRE THROUGH TRAFFIC TO MERGE GREATER" THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES
51 CONTRACTOR SHALL MAINTAIN ACCESS THROUGH THIS AREA AT ALL TIMES EXCEPT WHEN CONSTRUCTION ACTIVITIES ARE PRESENT. ACCESS
THROUGH THIS AREA SHALL ALSO BE OPEN AT THE END OF EACH WORK DAY.
6 CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL & DETOUR PLANS FOR APPROVAL PRIOR TO BEGINNING WORK.
CONTRACTOR SHALL SUBMIT WRITTEN REQUEST AND CITY APPROVAL TO CONSTRUCT MORE THAN ONE PHASE AT ANY GIVEN TIME.
CONTRACTOR SHALL COMPLETE ALL BUT TOP LIFT PRIOR TO BEGINNING ADDI Tl VE AL TERNA TE PHASE.
CL
DRII EUWAYSRE TO A ND S REETSSIDE S TREE T WILL BE AVAILABLSHA L L BE L IMI TEE FOR PUBLTO IIC ACCESS HOURSANG FTER WORKINGNL Y IF THERE HOURS. ONE ACCESS TO STINE ROA D. ACCESS TO ALL
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
NOTES FOR MARKINGS
�j BIKE LANE SYMBOL
�q LIMIT LINE
TYPE IV ARROW
Z5 CROSSWALK MARKING
RAILROAD CROSSING
3 SYMBOL
6 TYPE Vl ARROW
File Nome: TOK231—STINE RD
Job No.: TOK231
Dote: 1/25/2011
Dro wn: JA FL ORES
Design Eng: JAFLORES
Checked By
N
PAVEMENT LEGEND
FULL DEPTH RECONSTRUCTION
0.20' GRIND AND RESURFACE
NON-FEDERAL FUNDED AREA
(ROA DWA Y AREAS)
QRpFESSION�
gEAN R
REGI S T RED C—EN I N
ER C 46803 G
* Exp. 6-30-11
CITY OF BAKERSFIELD
1501 TRUXTUN AVENUE
I cm
F
BAKERSFIELD, CA 93301
OF CA1-�F�
REVISIONS
No.
DA TE
PAC BELL MANHOLE W/ CONC. PAD
DESCRIP TION
1
/ /
WATER VALVE W/ CONC PAD
2
g
BUS S TOP
2010 PAVEMENT REHABILITATION 2010: STINE ROAD PANAMA LN TO
PACHECO RD/ STA 31f60 TO STA 45f85
SHEE T NO.
8 OF II
2 3
LEGEND
FIRE HYDRANT- PLACE BLUE MARKERS
MON T W/ 2x2 CONC PAD
�3
SEWER MANHOLE W/ 6x6 CONC PAD
STORM DRAIN INLET
PAC BELL MANHOLE W/ CONC. PAD
STORM DRAIN MANHOLE W/ CONC PAD
WATER VALVE W/ CONC PAD
CLEAN OUT W/ CONC PAD
g
BUS S TOP
2010 PAVEMENT REHABILITATION 2010: STINE ROAD PANAMA LN TO
PACHECO RD/ STA 31f60 TO STA 45f85
SHEE T NO.
8 OF II
2 3
0
II
C
3
T
C
C
C
I
k:
C
C
a
C
Cr
I
Cl
C
C
c
I
6
C
C
C,
C
L
L
L
L
L
C
C
31
SCALE,
I" = 30,
9
m
E,
TRAFFIC CONTROL PHASING NOTES
ALL TRAFFIC STRIPING & PAVEMENT MARKINGS SHOWN ON THESE PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR
TO MEET CONTRACTORS TRAFFIC CONTROL & DETOUR PLANS AND SHALL COMPLY WIITH THE CONTRACTORS MAINTAINING TRAFFIC.
2� CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES UNLESS OTHERWISE ALLOWED BY THE ENGINEER.
3 CONTRACTOR SHALL COORDINATE WITH CITY OF BAKERSFIELD TRAFFIC TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO BEGINNING
ANY PHASING OPERATIONS.
CONTRACTOR SHALL USE APPROPRIATE SIGNAGE FROM THE CURRENT "MUTCD" TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS,
WHICH REQUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES
El CONTRACTOR SHALL MAINTAIN ACCESS THROUGH THIS AREA AT ALL TIMES EXCEPT WHEN CONSTRUCTION ACTIVITIES ARE PRESENT ACCESS
THROUGH THIS AREA SHALL ALSO BE OPEN AT THE END OF EACH WORK DAY.
�6 CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL & DETOUR PLANS FOR APPROVAL PRIOR TO BEGINNING WORK.
CONTRACTOR SHALL SUBMIT WRITTEN REQUEST AND CITY APPROVAL TO CONSTRUCT MORE THAN ONE PHASE AT ANY GIVEN TIME.
CONTRACTOR SHALL COMPLETE ALL BUT TOP LIFT PRIOR TO BEGINNING ADDITIVE ALTERNATE PHASE.
DR� VE YSSURE � ND STREETSSIDE T WILL BE SHALL �VAILABL LIMITED FOR PTO � BL ACCESS KING HOURS OF WORKINGNLY IF THERE / HOURS. ONLY ONE ACCESS TO STINE ROAD. ACCESS TO ALL
CITY OF BAKERSFIELD, CALIFORNIA
NOTES FOR MARKINGS
BIKE LANE SYMBOL
Z� LIMIT UNE
TYPE IV ARROW
� CROSSWALK MARKING
A RAILROAD CROSSING
SYMBOL
6 TYPE VI ARROW
PUBLIC WORKS DEPARTMENT
File Nome: TOK231-STINE RD
Job No.: TOK231
Do te: 112512011
Drawn: JAFL ORES
Design Eng: JAFLORES
Checked By. -
PAVEMENT LEGEND
FULL DEPTH RECONSTRUCTION
0.20' GRIND AND RESURFACE
REGISTERED, CIVIL ENGINEER
CITY OF BAKERSFIELD
1501 TRUXTUN AVENUE
BAKERSFIELD, CA 93301
QRpFESS/ON9
ID AN R
C') "� � ' �-
Q
Of C 46803
*
Exp. 6-30-11
��9TF CIV 1 \_
OF CA\
REVISIONS
No. DA TE I DESCRIP TION
171 //
21 / /
NON-FEDERAL FUNDED AREA
(ROA DWA Y AREAS)
v ` (/
2010 PAVEMENT REHABILITATION 2010: STINE ROAD= PANAMA LN TO
PACHECO RD/ STA 45+85 TO STA 60+10
0 1
Y i CrN
SHEE T NO.
9OFII
-7
2 3
LEGEND
FIRE HYDRANT- PLACE BLUE MARKERS
MON T W/ 2x2 CONC PAD
3
SEWER MANHOLE W/ 6x6 CONC PAD
4
STORM DRAIN INLET
5
PAC BELL MANHOLE W/ CONC. PAD
STORM DRAIN MANHOLE W/ CONC PAD
7
WATER VALVE W/ CONC PAD
CLEAN OUT W/ CONC PAD
g�
BUS STOP
NON-FEDERAL FUNDED AREA
(ROA DWA Y AREAS)
v ` (/
2010 PAVEMENT REHABILITATION 2010: STINE ROAD= PANAMA LN TO
PACHECO RD/ STA 45+85 TO STA 60+10
0 1
Y i CrN
SHEE T NO.
9OFII
-7
2 3
Q
N
0
N
Ln
N
0
L
a
C)
0
I
/
/
m
Q)
C
I
N
y
O
/
O
0
N
I
O
O
N
CD
z
ry
Li
Li
z
z
w
I
0
J
/
Y
s
" = 30'
I
TRAFFIC CONTROL PHASING NOTES:
ALL TRAFFIC STRIPING & PAVEMENT MARKINGS SHOWN ON THESE PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR
TO MEET CONTRACTOR'S TRAFFIC CONTROL & DETOUR PLANS AND SHALL COMPLY WIITH THE CONTRACTORS MAINTAINING TRAFFIC.
2 CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES UNLESS OTHERWISE ALLOWED BY THE ENGINEER.
TRA C
O G SHALL OPERATIONS. TE WITH CITY OF BAKERSFIELD TRAFFIC TO ADDRESS TRAFFIC SIGNAL OPERA TIONS PRIOR TO BEGINNING
YPHAS
CONTRACTOR SHALL USE APPROPRIATE SIGNAGE FROM THE CURRENT "MU TCD" TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS,
WHICH REQUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES.
s
�5 CON TRA C TOR SHALL MA /N TA IN ACCESS THROUGH THIS AREA AT ALL TIMES EXCEPT WHEN CONS TRUC TION A C TI VI TIES ARE PRESENT. ACCESS
THROUGH THIS AREA SHALL ALSO BE OPEN AT THE END OF EACH WORK DAY.
�6 CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL & DETOUR PLANS FOR APPROVAL PRIOR TO BEGINNING WORK.
CONTRACTOR SHALL SUBMIT WRITTEN REQUEST AND CITY APPROVAL TO CONSTRUCT MORE THAN ONE PHASE AT ANY GIVEN TIME.
CONTRACTOR SHALL COMPLETE ALL BUT TOP LIFT PRIOR TO BEGINNING ADDITIVE ALTERNATE PHASE.
g CLOSURE TO SIDE STREETS SHALL BE LIMITED TO WORKING HOURS ONLY IF THERE IS ONLY ONE ACCESS TO STINE ROAD. ACCESS TO ALL
DRIVEWAYS AND STREETS WILL BE AVAILABLE FOR PUBLIC ACCESS AFTER WORKING HOURS.
NOTES FOR MARKINGS
Zj BIKE LANE SYMBOL
� LIMIT LINE
Z2 TYPE IV ARROW2LCROSSWALK
MARKING
%% RAILROAD CROSSING
L� SYMBOL
TYPE Vl ARROW
2L
PAVEMENT LEND
FULL DEPTH RECONSTRUCTION
0.20' GRIND AND RESURFACE
NON-FEDERAL FUNDED AREA
(ROA DWA Y AREAS)
CONDUCTOR SCHEDULE
CONDUIT SIZE
2-3"(E)
2-3"(E)
3" (E)
1 1/2"(E)
1 1/2"(E)
SEWER MANHOLE W/ 6x6 CONC PAD
CONDUCTOR RUN
ZL
ZL
PAC BELL MANHOLE W/ CONC. PAD
z
/
7
WA TER VAL VE W/ CONC PAD
g
28 CONDUCTOR
4(E)
4(E)
2(E)
#10
LIGHTING
4(E)
5(E)
# 1 DET
7(E)
1(E)
/f 2 DET
4 (E)
� (N)
4 (E)
I (N)
4 (E)
I (,N)
4 (E)
I (N)
7 (E)
I iNi
#6DE_ T
3(E)
3(E)
}/ 8 DE L
2 (E)
2 (E)
2 (E)
TOTAL
11
71
?
5
2
g
File Name: TOK231-STINE RD Drawn: JAFLORES 2010 PAVEMENT REHABILITATION 2010: STINE ROAD= PANAMA LN TO SHEET NO.
CITY OF BA KERSFIEL D, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TOK231 DegigeeEn g: JAFL ORES PA CHECO RD/ STA 60+10 TO PA CHECO RD 10 OF 1 7
Date: 1/25/2011 Checked By. I 1 1 -7--7
0 1 2 3
LEGEND
FIRE HYDRANT- PLACE BLUE MARKERS
2
MON T W/ 2x2 CONC PAD
3
SEWER MANHOLE W/ 6x6 CONC PAD
4
STORM DRAIN INLET
5
PAC BELL MANHOLE W/ CONC. PAD
g
STORM DRAIN MANHOLE W/ CONC PAD
7
WA TER VAL VE W/ CONC PAD
g
CLEAN OUT W/ CONC PAD
g
BUS STOP
g
File Name: TOK231-STINE RD Drawn: JAFLORES 2010 PAVEMENT REHABILITATION 2010: STINE ROAD= PANAMA LN TO SHEET NO.
CITY OF BA KERSFIEL D, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TOK231 DegigeeEn g: JAFL ORES PA CHECO RD/ STA 60+10 TO PA CHECO RD 10 OF 1 7
Date: 1/25/2011 Checked By. I 1 1 -7--7
0 1 2 3
U)
III
ry
O
J
L.�
z
O
m
0
w
O
0
I I
Q
co
N
O
N
N
L
0
a
Lj-
aD
0
Q
Q-
0
I
a�
C
/
ry
c
I
N
Y
O
O
O
N
I
O
O
N
z
CY
Li
III
z
C�
z
w
I
0
0
J
/
\w
S.
TOP COURSE SHALL BE 0.20' THICK
HINGE POINT MAXIMUM.ANY ADJUSTMENT TO PROVIDE
STRAIGHT GRADE SURFACE SHALL BE PLACED
PRIOR TO PLACEMENT OF TOP COURSE
i STRAIGHT GRADE
PA VEMENT JOINTS SHALL BE
LOCATED ALONG LANE LINES)
FINAL PAVEMENT LIFT DETAIL
> . -
PHASE ONE CONSTRUCTION PAVEMENTLIFTDTL
LIP STREET AND � OF CONSTRUCTION
VARIES
VARIES
SOUTHBOUND NORTHBOUND
i
CHANNELIZING( CHANNELIZING
DEVICE I DEVICE
RAISED
MIN. 12' WIDE MEDIAN ISLAND MIN. 12' WIDE 18'
TRAVEL LANE SEE PLAN TRAVEL LANE
>
77
i
J j
ST/NE ROAD - PANAMA LN TO HARRIS RD
SEE PLANS FOR L OCA TIONS
LIP STREET AND � OF CONSTRUCTION
I _ VARIES
SOUTHBOUND
CHANNELIZING
DEurcE
VARIES
>
NORTHBOUND
CHANNELIZING
DEVICE
16'
MIN. 12' WIDE PAINTED MIN. 12' WIDE
TRAVEL LANE MEDIAN ISLAND TRAVEL LANE
SEE PLAN
i
�L r
18'
STINE ROAD - HARRIS RD TO PACHECO RD
SEE PLANS FOR LOCATIONS
LIP
LIP
VA RIES
LIIVII l J Vl
RECONS TRUC TION
PHASE ONE
CONS TRUC TION
PHASE TWO CONSTRUCT/ON PAVEMENT LIFT DTL
LIP
STREET AND OF CONSTRUCTION
VARIES
SOUTHBOUND
PHASE 2
18' VARIES
12' MIN
VARIES
NORTHBOUND
PHASE 2
VARIES 18'
12' Min.
LIP
CHANNELIZING T T i'
z' I CHANNELIZING
DEVICE
DEVICE
I
Y
AMW
SEE STREET PLANS
FOR PAVING LIMITS
ST/NE ROAD - PANAMA LN TO HARRIS RD
SEE PLANS FOR LOCA TIONS
STREET AND � OF CONSTRUCTION
LIP
VARIES VARIES LIP
SOUTHBOUND NORTHBOUND
18' PHASE 2 VARIES 18'
12' Min. � I 12' Min.
I
ut vitlt
i
M —j
ST/NE ROAD - HARRIS RD TO PACHECO RD
ISEE PL ANS FOR L OCA TIONS
CONSTRUCTION- PHASE ONE I CONSTRUCT/ON- PHASE TWO
QRoF E S S / O��q
`JEAN
REGISTERED HCl VILA ENGINEER C 46803
y�
Exp. 6-30-111
CITY OF BAKERSFIELD �Q
1501 TRUXTUN AVENUE 9TF C1V1�- ���
BAKERSFIELD, CA 93301 OF CALF
REVISIONS
No. DA TE DESCRIP TION
1 / /
TRAFFIC CONTROL PHASING NOTES
ALL TRAFFIC STRIPING & PAVEMENT MARKINGS SHOWN ON THESE PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR
TO MEET CONTRACTORS TRAFFIC CONTROL & DETOUR PLANS AND SHALL COMPL Y WIITH THE CONTRACTOR'S MAINTAINING TRAFFIC.
2� CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES UNLESS OTHERWISE ALLOWED BY THE ENGINEER.
CONTRACTOR SHALL COORDINATE WITH CITY OF BAKERSFIELD TRAFFIC TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO BEGINNING
ANY PHASING OPERATIONS.
CONTRACTOR SHALL USE APPROPRIATE SIGNAGE FROM THE CURRENT %v1UTCD" TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS,
WHICH REQUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES.
�5 CON TRA C TOR SHALL MAINTAIN ACCESS THROUGH THIS AREA AT ALL TIMES EXCEPT WHEN CONS TRUC TION ACTIVITIES ARE PRESENT. ACCESS
THROUGH THIS AREA SHALL ALSO BE OPEN AT THE END OF EACH WORK DA Y.
6� CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL & DETOUR PLANS FOR APPROVAL PRIOR TO BEGINNING WORK.
El CONTRACTOR SHALL SUBMIT WRITTEN REQUEST AND CITY APPROVAL TO CONSTRUCT MORE THAN ONE PHASE AT ANY GIVEN TIME.
CONTRACTOR SHALL COMPLETE ALL BUT TOP LIFT PRIOR TO BEGINNING ADDITIVE ALTERNATE PHASE.
g� CLOSURE TO SIDE STREETS SHALL BE LIMITED TO WORKING HOURS ONLY /F THERE /S ONLY ONE ACCESS TO STINE ROAD. ACCESS TO ALL
DRI VEWA YS AND STREETS WILL BE AVAILABLE FOR PUBLIC ACCESS AFTER WORKING HOURS.
File Nome.- Stine—approved Drown: JAFlores 2010 PAVEMENT REHABILITATION STINE ROAD= SHEET NO.
CITY OF BA KERSFIEL D, CA L IFORNIA PUBLIC WORKS DEPARTMENT Job No.: T3K231 Design Eng: JAFlores
Date: Jan. 21, 11 Checked By.- PANAMA LN TO PACHECO RD DETAILS/PHASING 11 of 11
0 1 2 3