HomeMy WebLinkAbout6.1-1892SHEET NO.
2-J
4
5
6
7-8
9-11
12
ii
14-16
17
18
19
20
21
22
2J-24
25
26-29
LIST OF DRA WINGS
T1 TL E SHEET A& Uj
TYPICAL CROSS SECTIONS L4 W 0 /is? % &N zqgj 70 60 v A L 11L!
DEMOLITION PLAN.- STINE ROAD
DEMOLI TION PLAN * - STINE ROAD & McCUTCHEN ROAD
PLAN AND PROFILE.- McCUTCHEN ROAD
PLAN AND PROFILE.- STINE ROAD
PAVEMENT WIDENING: STINE ROAD
STINE ROAD SEWER PLAN AND PROFILE IDLANS FOR STINE ROAD WIDENING
STRIPING PLAN: McCUTCHEN ROAD
STRIPING PLAN.- STINE ROAD
SIGNAL PLAN.- STINE ROAD & RYZONA DRIVE A ND TRA FFIC SIGNA L MODIFICA TION
SIGNAL PLAN.- STINE ROAD & McCUTCHEN ROAD
CURB RAMP DETAILS STINE ROAD & BERKSHIRE ROAD
TRAFFIC SIGNAL NOTES STINE ROAD & BERKSHIRE ROAD
SIGNAL PLAN.- STINE ROAD & BERKSHIRE ROAD
PAVEMENT PLAN.- STINE ROAD & BERKSHIRE ROAD
STRIPING AND SIGNING PLAN.- STINE ROAD & BERKSHIRE ROAD
EXISTING BASIN EXPANSION DETAIL
CITY DETAILS NOT APPROVED
TOP OF BRASS CAP MONUMENT AT STATION 10+00., FOR THE MONUMENT AT THE
INTERSECTION OF STINE ROAD AND RYZONA DRIVE. ELEV.-J55.70 COB BM ELEV.-J55.69
.BASIS OF BEARING
FMNqMMM--'T1WjW Ij
THE CALIFORNIA COORDINATE SYSTEM OF 198J, ZONE 5.. AS ESTABLISHED LOCALLY BY
STATIC GPS OBSERVATIONS PROCESSED USING NGS OPUS PROJECTS AND EVIDENCED BY THE
CENTERLINE OF STINE ROAD, WHICH BEARS NORTH 0"J4102" EAST
*BENCHMARK AND BASIS OF BEARING FOR STINEIBERKSHIRE IS SHOWN ON SHEETS 19 & 22.
CITY STANDARDS
ST -1., ST -2., ST -5., ST -7 ST -71, ST -10, ST -11, ST -12, ST -12A ST-22REV
ST -2J. ST-2JA,
ST-2JB I
ST-2JC., ST -26., SW -1., SW -2. SW -2A., SW -5. SW -6. SW -7 T- Jj
T- 1 T- 2, T- J, T- 29
L-12REV Median Plans -5-17
CALTRANS STANDARDS
2006.-ES—lA., ES -1B, ES—IC ES -2E
ES—JC, ES -4A., ES -4B., ES -4C ES -4D., ES -4E
* ES— 5A..
ES -5B B — 7F
ES— 5C.. ES— 5D., ES— 7A, ES— 7 ES— 7E, ES ES— 7G., ES— 7H
2010. -ES -8., ES-1JA., A20A.. A20B. A20D., A24A, A24C
A24D.. A24E
A7JA,* A87B., A87Ds
RSP A 88A
CONVENTIONAL SYMBOLS
SEC TION LINE --------- EXIST - CURB & GUTTER
RI GH T— OF— WA Y --------- EXIST A.C. FLOW LINE
CEN TERL INE EXIST EDGE OF PA VEMEN T
H id M H11 I'll 111— RAILROAD TRACKS n n n 0 GUA RD RA IL
—X—X— FENCE IMPRO VEMEN TS
For use in connection with the Standard Plans of the
0
State of California Department of Transportation dated 2010
LOCATION MAP,
NOT TO SCALE
FINAL P -AY
UTILITY
SYMBOLS
W
WATER LINE
5
SE WER L INE
G
GAS LINE
- D
S TORM DRA IN
B T-
BURIED TELEPHONE
0
OIL L INE
CABLE
A
4-1
AERIAL UTILITY
T
AERIAL TELEPHONE
J26
CY
INSTALL
CABLE
UGE-
UNDER GROUND ELECTRICAL LINE
/C
EXISTING INTER—
F10 -
FIBER OPTIC LINE
22)
CONNECT CONDUI T
209
LF
M.H.
MANHOLE
RW
RIGHT OF WA Y
P. P.
PO WER POLE
P. G.
PROFILE GRADE
29)
F. H.
FIRE HYDRANT
10
EXISTING MONUMENT
W. M.
1,770
LF
INSTALL
WATER METER
0
FU TURE MONUMEN T
W. v
SF
INSTALL
STREET LIGHT
J8A)
WATER VALVE
1,076
SF
G.M.
GA S ME TER
J9)
STREET LIGHT
G. V
SF
INSTALL
PRE—EMPTION DEVICE
0
GAS VAL VE
C. 0.
SF
ii�-
BENCHMARK
0
CLEAN OUT
J,015
I SF
EXISTING OIL WELL
11111111111111111wo
A U TO SCOPE
EP
EDGE OF PA VEMEN T
@
PEDESTRIAN PUSH BUTTON
FL
FLOW LINE
SPREAD SPECTRUM RADIO ANTENNA
For use in connection with the Standard Plans of the
0
State of California Department of Transportation dated 2010
LOCATION MAP,
NOT TO SCALE
FINAL P -AY
QUANTITIES
TEM
ES TIMA TED
QUANTITY
UNIT OF
MEASURE
REMOVE
TRAFFIC STRIPES & PAVEMENT MARKINGS
U 700
SF
EA R TH WORK (R OA D WA Y EXCA VA T1 ON)
6,800
C Y
EARTHWORK (BASIN EXCAVATION)
J26
CY
INSTALL
TRAFFIC STRIPE (DETAIL
9)
10,570
LF
INSTALL
TRA FF1 C STRIPE (DE TA IL
22)
209
LF
INSTALL
TRAFFIC S TRIPE E TA IL
2 7B)
Z 615
LF
INSTALL
TRAFFIC STRIPE (DE TA IL
29)
Z585
LF
INSTALL
TRA FFIC S TRIPE (DE TA IL
J2)
1,770
LF
INSTALL
TRAFFIC STRIPE (DE TA IL
J8)
2, J80
SF
INSTALL
TRAFFIC S TRIPE E TA IL
J8A)
1,076
SF
INSTALL
TRAFFIC STRIPE (DE TA IL
J9)
1Y J15
SF
INSTALL
TRAFFIC STRIPE LDETAIL
J9A)
1,95
SF
INSTALL
PA VEMEN T MARKINGS
J,015
I SF
---j - ----------
Cl WL ENGINEER
6.1-1892
p I' iiii 2
j, AM W EP4
APTI-fraTork
N 0 TE. -
THE CONTRACTOR MUST POSSESS THE FOLLOWING
VALID LICENSES.- CLASS A
PROJECT L NGTH
1. 05 MILES
v
Know what's below
211
811 before you dig
0
--NTRACTOR SHALL CONTACT 811 FOR
rLOCATION OF ALL UTILITIES, AT LEAST 79
x-5--,
HOURS PRIOR TO CONSTRUCTION
o,i3f ESS / ov
IFREY'o
rn
rri
No. C58155
Exp. 6-30-20
Ivi
9F —CAU \��-
vle-ff�10*
NEEM
Job No.: 108-24.12
File Path: N:\108-24.12\Drawings
File Name: 01—COB—Title.dwg
NICOLAS F7DLER, R.C.E. 61069. EXPIRES 12-31-18
PUBLIC WORKS DIRECTOR
APPROVAL RffC0MMi=.N0iEE>--
ASSISTANT PUBLIC WORKS DIRECTOR
awL ENGINEER 1v — DEsIGN ENGINEERING
V4
71
/ �-
7RAFRC ENGINEERING DA 7E
PLANS f =OR S77NE ROAD WDENING
,NO
MD 77UFF=C SAGML MODIRCA770N OF
29
f iWW RYZOM DAWE TO S7REET
SHEETS
2 3
Rw I I Rw
4:1 --\\
SLOPE
MAX
5.5" SIDEWALK —
TYPE B CURB &
GU TIER
Rw
4:1 1 P. G. IFL
SLOPE I
MAX 7\1 41-5,77o
..........
. ...... . ............
. ......... .
5.5' SIDEWALK
TYPE B CURB &
GU TIER
4:1
SLOPE
MAX
5.5' SIDEWALK
T YPE B CURB &
GU T TER
TL = &5
R VALUE = 18
")/ —bu
VARIES
EXIS TING PA VEMEN T MEDIAN WID TH VARIES
6.4 "— 21.,9' SEE PL A NS
IvLl
6.4
1' SA WCU T
VARIES
2.6—J. 07o
... .......
..........
EXISTING EDGE
OF PA VEMEN T
— 0. 50' HMA (TYPE A)
1. 10' A. B. (CL A SS //)
0. 90' LM T OF COMPA C TION NOTE. CAP IRRIGATION LINES AS NECESSARY.
957o OF THE MAX. DENSITY AS SEE SPECIAL PROVISIONS.
DETERMINED BY ASTM 1557
STA: 22+51.51-24+18.94 HORIZ. 1"=10'
STINE ROAD VER T I Pl =5'
67 1— 68 VARIES Rw
VA RIES 6 0'— 6 0.8 7' VARIES J'— 4'
EXIS TING PA VEMEN T MEDIAN WID TH VARIES
J. 4'— 6.4' SEE PL A NS
VARIES 1' SA WCU T
*L4'
j.0—J.2%
.........
..... . .... ..
......... ..:� . . . . . . . . . . . . .
. ... ... . . ....
......... .
EXISTING EDGE
nF PA 11FAIfFAI T
0. 50' HMA (TYPE A)
1. 10' A. B. (CL A SS //)
0.90'LMT OF COMPACTION NOTE: CAP IRRIGATION LINES AS NECESSARY.
957o OF THE MAX. DENSITY AS SEE SPECIAL PROVISIONS.
Lk / L MMINL L) d r A,� / M 7,'�,t) /
STA*- 20+88.88-21+91.51 HORIZ. 1"=10'
STINE ROAD VER T 1 "= 5'
Rw 66' VA RIES R w
V�
59
EXIS TING PA VEMEN T MEDIAN WID TH VARIES
2.,9'— J. 4' SEE PL A NS
P. G. IFL VARIES 1' SA WCU T
2.7-J-0yo--
..................
..........
... ........
EXISTING EDGE
OF PA VEMEN T
— 0. 50' HMA (TYPE A)
1. 10' A. B. (CL A SS //)
0.90' LIMIT OF COMPACTION NO TE: CAP IRRIGATION LINES AS NECESSARY.
957o OF THE MAX. DENSITY AS SEE SPECIAL PROVISIONS.
DETERMINED BY ASTM 1557
STA*- 20+52.69-20+88.88 HORIZ. I "= 10'
11-51
STINE ROAD VERT I —
NAM
MA TCH EXIS TING
70 1
HP 14' 15'
1 — —1 -
j-
10, 1 1 1?, . 1 71
�)LL 1-,A VLMLIV / 1--ILAIV�) 1- utl� U.�7L/ LIMI I Ul L/U/Wl tlk-,lllUlV
DITCH f & ELEVA TIONS 957o OF THE MAX. DENSITY AS
/l? w A 60'
v-
4 1
SL
MAX
5.5' SIDEWALK
TYPE B CURB &
GU TIER
Rw
- - t Rw
EXIS TING
PA VEMEN T
"A W
CU T
TIN G ED GE
:'A VEMEN T
DETERMINED BY ASTV 15,57
STA- 18+07 qj— 18+ 07 qj
I /,-I* HORIZ 17=10'
McCUTCHEN ROAD VER T I "= 5'
70 1
J8 1
EXIS TING PA VEMEN T
SA WCU T
EXISTING EDGE—
OF PA VEMEN T
Rw
2J I
,�\�Cjf SS J(04�
912412018 IAN J. PARKS
C.D
w rn
EGISTERED CIVIL ENGINEER w No. 58155 ;0
Exp. 6-30-20
--ET.TGE-Lx
Civi
HULE
I -'-,L El `t --l-- NE OF- CA\ -
V1 -- N -G -ERS,"`�
P. G. IFL — 4:1
VARIES SLOPE
2.0-2.17o MAX
0. 50' HMA (TYPE A)
1. 10' A. B. (CL A SS //)
0. 90' L/Ml T OF COMPA C TION
951010 OF THE MAX. DENSITY AS
DETERMINED BY ASTM 1557
STA#- 14+67.18-16+53.84 HORIZ. 1"=10'
McCU TCHEN ROAD VER T 1 "—,5'
10A
I' SA WCU T
70 1
Rw
0
L -Al � I// V V L-UL7L-
OF PA VEMEN T
—0.50' HMA (TYPE A)
1. 10' A. B. (CL A SS //) NOTE: CAP IRRIGATION LINES AS NECESSARY.
0.90' LIMIT OF COMPACTION SEE SPECIAL PROVISIONS.
957o OF THE MAX. DENSITY AS
DETERMINED BY ASTIV 1557
STA#- 24+18.94-25+98.49
HORIZ. 1 —10
STINE ROAD VER T 1 "—,5'
6,1-1892
Rle Name.* 02— TypSections Drawn: AMS TYPICAL SEC77ONS AND DETAILS SHEET NO.
C/7Y OF BAKERSFIELL) Job No.: 108-24.12 Engibeer. /Jp
CALIFORNIA PUBLIC WORKS DEPARTMENT Date: 912412018 Checked By. jDS 87REET IMPROMMENM ON SnNE ROAD F710M RYZOM DRIVL= TO rwurovysEED SMEET 2 OF
�m
is -
(1)
C
0
0
0
(j)
01
C
RW
I , VARIES 6 0)_ 70
VARIES 59.6 '*— 61 -7
I I HP
16 16 1 1 4'
EXISTING
PA VEMEN T
SA WCU T
EXISTING EDGE
OF PA VEMEN T
2.07o
ON—
WHA
IVA TCH EXISTING GROUND
0. 5 0' HMA T YPP:EA)
1.10' A.B. (CLASS SEE PA VEMEN T PL A NS FOR
0.90'LMT OF COMPACTION DITCH f & ELEVATIONS
957o OF THE MAX. DENSITY AS
DETERMINED BY ASTIV 1557
STA- 54+OJ.91-57+90.77 ,,*-lop
HORIZ. 1
STINE ROAD VER T 1 5'
FESS/O*
912412018 IAN J. PARKS
0 -zrn
U -i rn
EGIS TERED Cl VIL ENGINEER m No. 58155 X
Exp. 6-30-20
Ur -si
L
Ic OFF. C
r u
T ivi
R w I R w R w VARIES I
A VARIES 58-64 VARIES 56— 70' A 55'-60' VARIES 55' 59.6
17 1-1910
EXISTING
PA VEMEN T
SA WCU T
EXISTING EDGE
OF PA VEMEN T
14'-15'(Z , �P4 1
2.07o
- aft-_
/./U A.5. //)
0.90' LIA41T OF COMPACTION
957o OF THE MAX DENSITY AS
DETERMINED BY ASTM 1557
MATCH EXISTING GROUND
SEE PA VEMEN T PL A NS FOR
DITCH f & ELEVATIONS
MATCH EXISTING GROUND
SEE PA VEIVEN T PL A NS FOR
DITCH � & ELEVATIONS
HP
4' 1 1 15.5'-18.5
2.07o
W*�
0. 50' HMA (TYPE A)
1.10' A.B. (CLASS //)
0,90' LIMIT OF COMPACTION
957o OF THE MAX. DENSITY AS
DETERMINED BY ASTV 1557
2J. 5' owl
EXIS TIN G
PA VEIVEN T
:SA WCU T
EXIS TING EDGE
OF PA VEIVEN T
NOTE: 17' 49+47.40-52+55.86
19' 46+65.74-49+47.40
STA- 46+65.74-52+55.86 STA*- 57+86.80-61+47.69 11-10,
15' 46+65.74-49+47.40 HORIZ I 10' NOTE: (D 18.5' 57+86.80-58+10 HORIZ. 1 —
14' 49+47.40-52+55.86 STINE ROAD VER T 1 5' 15.5' 58+10-61+47.69 5 TINE ROAD VERT I "= 5'
mrAF
T L = 8.5
R VALUE = 18
70 1
I
22 1
EXIS TING
PA VEIVEN T
SA WCU T
EXIS TING EDGE
OF PA VEMEN T
60 1
14' HP 4
2.010ol
00—
RW
MATCH EXISTING GROUND
E_ A)
C'E_E_ 0 A I ICAIE-A / T AAl
/. / U A. 5. (GLA,�,� //) [_ L J V ul_x
0.90' LIMIT OF COMPACTION DITCH � & ELEVATIONS
957o OF THE MAX DENSITY AS
DETERMINED BY ASTA4 1557
S TA 2 7+ J5.50— JO+ 18. 01 11-10,
- HORIZ. I —
5 TINE ROAD VER T 1"=5'
C/7Y OF BAKERSFIELE), CALIFORNIA
AIM
Al
VARIES 60'— 70'
\ I HP 1
4 1 7
2.07o
W*�
..........
MA TCH EXISTING GROUND 0. �50' �H�MA (T YPE A)
SEE PA VEMEN T PL A NS FOR 1. 10' A.B. (CLASS//)
DITCH � & ELEVA TIONS 0.90' LIMIT OF COMPACTION
957o OF THE MAX DENSITY AS
DETERMINED BY ASTM 1557
File Name.* 02— TypSections Drawn: MAS
Job Na: 108-24.12 Englineer. /Jp
Date: 912412018 Checked By. JQS
I R w
VARIES 59.6'-61 A I
J5'
EXISTING
PA VEMEN T
SA WCU T
EXISTING EDGE
OF PA VEMEN T
STA#- 5J+92.96-57+86.80 HORIZ 1 "= 10'
S TINE R OA D VER T 1 11 =,5'
7YPICAL SEC77ONS AND DETAILS
'I
aFir==t- MPROVEMENM ON SnNE ROAD FROM RYZOM DRIVE TO— YSEEDS
6,1-1892
SHEET NO.
3 OF 29
m IN
9-
C
=W- :4z 1
SAWCUT EXISTING PAVEMENT, CURB, DRIVEWAY & SIDEWALK
(D- REMOVE EXISTING PAVEMENT
REMOVE EXISTING CONCRETE CURB, DRIVEWAY & SIDEWALK
REMOVE EXISTING LANDSCAPING AS NECESSARY, CAP IRRIGATION LINES
AS NECESSARY IN ACCORDANCE WITH THE SPECIAL PROVISIONS
REMOVE & RELOCATE EXISTING MAILBOX BEHIND BACK OF SIDEWALK
IN ACCORDANCE WITH THE SPECIAL PROVISIONS
NOTES
1. PROTECT EXISTING UTILITIES IN PLACE
2. CLEAR & GRUB TO LIMITS OF CONSTRUCTION AS DIRECTED
3. SIZE & LIMITS OF SEPTIC TANK & LEACH LINES IS APPROXIMATE.
CONTRACTOR WILL NEED TO DETERMINE LOCATION AND LIMITS.
4. FENCES THAT ARE TO BE TERMINATED AT THE R/W SHALL BE
DONE IN A CLEAN AND WORKMANLIKE MANNER.
a
z
0
UGE
52
REMOVE EXISTING
BLOCK WALL
32 L.F.
+22.43 47' LT
BEGIN CURB, GUTTER�
k (Z 1W P17KAO\/Al
PFA
<
+22.69 89.20' LT
BEGIN CURB, GUTTER &
PAVEMENT REMOVAL
+37.18169.88' LT
APPROXIMATE LOCATION BEGIN R/W REMOVAL
> REMOVE SEPTIC TANK
+52.85 70.16" LT
& LEECH LINES
R/W END D/W REMOVAL
x I
R/W x
BEGIN
T,
REMOVE TREES X1
+43.46 20.44' LT
END CURB, GUTTER 3
x & 2 / / k
I& S/W REMOVAL
_x
4
G---r7V ----- --
)0 8.63' RT
MENT REMOVAL
REMOVE TREE
3
Ix
x -- x X
REMOVE E�ISTING
I
FENCE & GATE TYP.
uj
1 4
G G
NOO*34'02"E
MOW K1111
S-- s s
U E --UGE—UG-E— �-- U�GE
GE
VA
L!W W AP
+66.20 64.08' LT
D /BEGIN D/W REMOVAL
W.A
D/W REMOVAL
+07.09 60.00' LT
END D/W REMOVAL
+98.88 11.67' RT
PAVEMENT REMOVAL
s s
7 F-
+53.04 62.18' LT
END S/W REMOVAL
REREMOVE EXISTING FEN(
& BLOCK WALL TYP.
+53.03 30.25' LT
r
+
BEGIN S/W REMOVAL
" i
G
+66.60 65.00' LT
BEGIN D/W REMOVAL'
PRO I F C F' EXISTING
WATER VAULT & LINES
'S
+42.5 48' LT
REMOVE TREE
x
G
G
+18.88 12.98' RT
PAVEMENT REMOVAL
s s
+ 18.88 8. (iov
PAVEMENT REMOVAL
UGE UGE UGE UGE UGE UGE
x1l
File Name.- Demo Plan
Job No.: 108-24.12
Date: 912412018
Drawn: iWAS
Engineer- /Jp
Checked By. jDS
Lij
912412018
EGISTERED CIVIL ENGINEER
-VTTGERS-
--CH-U-L
+78.57 65.00' LT
END D/W REMOVAL
REMOVE EXISTING
-ENCETYP.
RELOCATE EXISTING
TRAFFIC SIGN
AT&T
v
VAULT
,o,of ESS /
IAN J. PARKS
C�D
U-1
Q:� No. 58155
Exp. 6-30-20
cm
OFF C
R/W
1 +55.94 8.00' LT
PAVEMENT REMOVAL
:D
U
s
UGE
LrA
6,1-1892
SHEET NO.
LEGEND
SAWCUT EXISTING
PAVEMENT, CURB, DRIVEWAY & SIDEWALK
(]) —
REMOVE
EXISTING
PAVEMENT
r7 Q —
REMOVE
EXISTING
CONCRETE CURB, DRIVEWAY & SIDEWALK
REMOVE
EXISTING
LANDSCAPING AS NECESSARY, CAP IRRIGATION LINES
AS NECESSARY IN
ACCORDANCE WITH THE SPECIAL PROVISIONS
REMOVE
AC DIKE,
MINIMIZE DAMAGE TO ASPHALT
1. PROTECT EXISTING UTILITIES IN PLACE
2. CLEAR & GRUB TO LIMITS OF CONSTRUCTION AS DIRECTED
3. FENCES THAT ARE TO BE TERMINATED AT THE R/W SHALL BE
DONE IN A CLEAN AND WORKMANLIKE MANNER.
s —s
I
13+00
4
,egif ESS /
con
912412078 IAN J. PARKS
Q) -61-1
ui rri
)EGISTERED CIVIL ENGINEER Ck-1 No. 58155
Exp. 6-30-20
T
T --ERL)_5
T'
I CIVI
OF
Cf)
u G
v
0 10 20 410
Horiz. 1"=20'
0
+1 D 11
STA 16+79.28, 37.6LT
—BEGIN AC DIKE REMOVAL
STA 16+71�.k 32.36'LT
END AC DIKE REMOVAL 0 4
Cn
--T]
STA 16+59.74, 26.20'LT
BEGIN AC DIKE REMOVAL
s s s —s s s —s s s
STA 26+88.88, STINE RD
STA 17+37.18, MCCUTCHEN R�D
STA 16+61.64, i.84'j
BEGIN AC DI KEkREM OVAL
14+00
15+00 +S89'00'54'fE
McCUTCHEN ROAD
+47.18 38.00' LT
PAVEMENT REMOVAL
REMOVE AND
SALVAGE EXISTING Yl
TRAFFIC SIGNS
R/W
A-
A-
A -
16+00
STA 16+73.66, 8.78'LT
iL: ;//
END AC DIKE REMOVAL
STA 16+90.18, 8.7*LT
76A- RiR -Fi�OVA
REMOVE EXISTING REMOVE EXISTING FENCE
FENCE TYP. R/W POST & RAILING TYP. '
File Name: Demo Plan
Job No.: 108-24.12
Date. 912412018
Drawn: MAS
Engineer: /Jp
Checked By. JDS
i
17+100
— i
+29.4� 38.00' 1-T
PAVEMENT REMQVAL
0
UGE
s
amll
u I
0
C14
<1
i 10
s
0
:D
+55.94 8.00' LT
PAVEMENT REMOVAL
MATCH LINE SEE SHEET NO. 4
6,1-1892
DEMOLMON PLAN
S 7 REE T IMPRO VEMEN T 8 ON S 7 7NE ROA D ) =ROM RY ZONA DRI VE TO POPP YSEED S 7 RE E T
SHEET NO.
5 OF 29
13+00
14+00
+
C14
'-z
C
r- 0 D
b 6
06 to
,o,af ESS I o1v
912412018 IAN J. PARKS
C.D
w
PE'GISTERED CIVIL ENGINEER w No. 58155
Exp. 6-30-20
U -h
STA 16+84.40, 42.4'LT
9
---TT- liz
-E
AC DIKE �c v I
4:
-E-- ------ OF' CA�-
V)
9 A lr,-'--70 9A 37.6LT vIL-- _NGINEER:�'K,'
END AC DIKE REWOVAL
END NEW AC..DIKE
STA 16+71.2,632.41T 0
END AC DIKE REMOVAL
-- TA 16+87.94, 41.3'LT
STA 16+59.74. 26.2'LT 9 Fol
U AC DIKE
s —s ITE—GIN AC D s REMOVAL
------------
"a�TA1 6
�tL- �l 15—TA, 16+90.0,3.10.7'LT
D
0
N RD
'-UTCHEN R5
,10
+ (0
+
2
fit
0
in 2 u -
STA +53.84 38.0"R S +29.46 38.0'RT
-T-,(�2 ) I
0 2
EL. 357 34
Of EL. 357.94
Z� SAM SAWCUT
CURB, GUTTER AND SIDEWALK----
0T�- RISER (j)
/V/GEJ- UGE
UGE
UG
x
C4
6
wi
m
R/ 13
5 3 R/W
0 GRADE TO MATCH
00
0i 20 EXISTING
Ce P w
Li V) V)
06 '0
0- 5R 0
J'z;� Li 06 w (0 0
lq- m: v7 LJ +
Mo w + r-'. 0- 00!� vt
f- (0 g 1 00
< + fli
< C3
z zo +
in La v- <
F- 0
1* U) m
00
<
Cr- to
0)
w 0
4z
00 r-
00 to
+ LLJ
z
C.) F- N
(nw Cn
T U)
CONSTRUCTION NOTES
t
CONSTRUCT PAVEMENT (0.5' HMA/ 1.1' AB CLASS 11) CONSTRUCT CASE A HANDICAP RAMP PER CAL -MANS STD PLAN A88A Lu
SAWCUT AS SHOWN AND DIRECTED BY THE ENGINEER CONSTRUCT TYPE "M" CURB PER COB STD PLAN ST -2 CURVE TABLE
CONSTRUCT STANDARD CURB & GUTTER TYPE "A" PER COB ST -1 CONSTRUCT PCC CONCRETE MEDIAN TREATMENT PER COB L-12 CURVE LENGTH RADIUS TANGENT DELTA SEE SHEET NO. 8 FOR STINE ROAD
G) CONSTRUCT STANDARD COMBINATION SIDEWALK PER CONSTRUCT TYPE A AC DIKE PER CALTRANS STD PLAN A87B 0 10 20 40
COB ST -5 C4 46 91' -in-00' 9q,-78' 89*34'56"
CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER REMOVE AC DIKE, MINIMIZE DAMAGE TO ASPHALT
COB ST -7.1 SEE PLAN FOR WIDTH MAILBOX RELOCATED BEHIND BACK OF SIDEWALK Horiz. 1"=20'
Vert. 1"=5'
@ INSTALL 2" INTERCONNECT CONDUIT AND #5 PULL BOX AT EACH END McCUTCH N OAD
INSTALL 100 WATT LED STREET LIGHT PER COB ST -23, 23A -C
370 370
120' BAY TAPER
00
Lf) 00
LO
L6 46.91'
r--: C�
+ LO Coto
t
PO 365
i 00
LO
r- 0
< > to
< LO (0 0 (0 0) 00
_j
+ (0 LO to
cn w (0 n + u') 00
APROX. EXISTING II + LKO) (0 to + LO
(0
> to
GROUND AT FL
UJ P
> ---------
w -w ------- > -360 CL
w w 0')
V)
z w w
V) w
0
j 00
w -------- �z im x
W
0.26% -3.38 0 -14-
(O.,57o±) 0.25%
6
- ----- -----
355 A
-1.9% CURB RAMP
PGL SOUTH -3.37%
v
350
4-1
00
345— ------- - ----- - ------ --- --- 7, -A- r% 0
t ------- *.-I r %J
0
340 -340
13+00 14+00 ir- f 00 16-1- 0 17+0-0- 17+37
6,1-1892 00
0
File Name.* Street Plan Drawn: MA S PLAN & PROHLE SHEET NO.
C/7Y OF BAKERSFIELL) Job No.: 108-24.12 Engineer 1JP
I CALIFORNIA PUBLIC WORKS DEPARTMENT Date. 912412018 Checked By. JDS aF I 11== I IMPROMMENM ON SnNE ROAD Fi9OM RYZCV" DRME TO 6 OF 29
/
|
/
/
/
/ \
/
CID
0 IAN J. PARKS
rn
No. 58155 ;0
Exp. 6-30-210
SOq
00
a,, ��w c/) s W (1)
F-1 UGE
- -- "GE uoE UGE <
// `-'' OZE__ OHE --- OHE
-,
/----_
r_
CONSTRUCTUON NOTES _-' ---�- -�-- ---�- -�-- --__- ---
�-----
CONSTRUCT PAVEMENT (O'5` HMA/ 1'1` AB CLASS ||)
CONSTRUCT CASE A HANDICAP RAMP PER CALTRANG STD PLAN A88A CURVE TABLE
0 10 20
8AN0UT AS SHOWN AND DIRECTED BY THE ENGINEER (7) CONSTRUCT TYPE "M" CURB PER COB STD PLAN 8T-2 | -
STIN
�m�� ROAD
CON8TRUCT STANDARD CURB/kGUTTER TYPE "A"PER 00B ST -1 /�� CONSTRUCT PCC CONCRETE �ED|AN T�EA�WENT PER COB L-12 �--- /
���" H�rl�. 1"=20'
OONSTRUCT8TANDARD COMBINATION SIDEWALK PER CONSTRUCT TYPE A AC DIKE PER CALTRAN� STD PLAN A87B98' 179*2329" ' V�rt 1``=5`
COB ST -5 \�� /�� "
REMOVE AC DIKEMINIMIZE DAMAGE TO ASPHALT \�� INSTALL 2 INTERCONNECT CONDUIT AND #5 PULL BOX AT EACH END
CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER \�� '
��
COB �T-7' \�� 1 SEE PLAN FOR WIDTH /�� MAILBOX RELOCATED BEHIND BACK OF SIDEWALK INSTALL 100 WATTLED STREET UQHTPER COB 3T-23, 23A -C
~~ \�y
370
370
60' BAY TAPER
00
00
LO
.00
n
p6 OR
ILO
APROX. EXISTING
GROUND AT FL
UJ
cl
00
< z
ui 0
CL
co
cn
4-1
PGL WEST
-350
41
41
00
340
340
91 00
22+00
23 00
24 00
6,1-1892
1
C/7Y OF CALIFORNIA
PUBLIC WORKS DEPARTMENT
File Name: Street Plan
Drawn: MA S
PLAN & PROFILE
SHEET NO.
Job No.:
108-24.12
Engineer: 1JP
-BAKERSFIELL),
IMPROMMENM CW SMNE ROAD MOM RYZCVU
DMW TO POPPYSEED SMEET
7 OF29
CONSTRUCTION NOTES
0
0
Lli
Lij
F
V)
Lli
Lli
355
345
CITY OF BAKERSFIELD
I CA L IFORNIA
0
0
+
Q0
61' FL
170' ROW
Cf)
0
z
m LLJ
r
C)
C)
0
0 s
m i
FJ
C
m
'A 26+88.88, STINE RD
'A 17+37.18, MCCUTCHEN RD
FQ
C
UGE UGE UGE
0[u
File Name: Street Plan Drawn: MAS
Job No.: 108-24.12 Engineer- IJP
Dote: 912412018 Checked By. JDS
370
365
355
350
Kf3s]
o-OESS/o4/
912412018 -- IAN J. PARKS
3z: 0-
0 ril
uj rn
tGISTERED CIVIL ENGINEER w No. 58155 ;a
Exp. 6-30-20
CHUL v I
4�
EER�s`
Ivi
Z
0 10 20 4 i 0
Horiz. 1"=20'
Vert. 1"=5'
6,1-1892
PArA'*'N & PROFILE
IMPROMMENM ON SnNE ROAD MOM RYZCWA DPJW TO POPPYSEED 87REET
SHEET NO.
8 OF 29
IN -
v
n
41
L
00
0
0
0
1-1
N
17
0
0
CONSTRUCT PAVEMENT (0.5' HMA/ 1.1' AB CLASS 11)
TA
CONSTRUCT CASE A HANDICAP RAMP PER CALTRANS STD PLAN A88A
mrfTi�
SAWCUT AS SHOWN AND DIRECTED BY THE ENGINEER
CONSTRUCT TYPE "M" CURB PER COB STD PLAN ST -2
1111106� 111111'
CONSTRUCT STANDARD CURB & GUTTER TYPE "A" PER COB ST -1
CONSTRUCT PCC CONCRETE MEDIAN TREATMENT PER COB L-12
CONSTRUCT STANDARD COMBINATION SIDEWALK PER
179*23'29"
CONSTRUCT TYPE A AC DIKE PER CALTRANS STD PLAN A87B
COB ST -5
REMOVE AC DIKE, MINIMIZE DAMAGE TO ASPHALT
CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER
10870TIM
89-34'56
COB ST -7.1 SEE PLAN FOR WIDTH
MAILBOX RELOCATED BEHIND BACK OF SIDEWALK
0
0
Lli
Lij
F
V)
Lli
Lli
355
345
CITY OF BAKERSFIELD
I CA L IFORNIA
0
0
+
Q0
61' FL
170' ROW
Cf)
0
z
m LLJ
r
C)
C)
0
0 s
m i
FJ
C
m
'A 26+88.88, STINE RD
'A 17+37.18, MCCUTCHEN RD
FQ
C
UGE UGE UGE
0[u
File Name: Street Plan Drawn: MAS
Job No.: 108-24.12 Engineer- IJP
Dote: 912412018 Checked By. JDS
370
365
355
350
Kf3s]
o-OESS/o4/
912412018 -- IAN J. PARKS
3z: 0-
0 ril
uj rn
tGISTERED CIVIL ENGINEER w No. 58155 ;a
Exp. 6-30-20
CHUL v I
4�
EER�s`
Ivi
Z
0 10 20 4 i 0
Horiz. 1"=20'
Vert. 1"=5'
6,1-1892
PArA'*'N & PROFILE
IMPROMMENM ON SnNE ROAD MOM RYZCWA DPJW TO POPPYSEED 87REET
SHEET NO.
8 OF 29
IN -
v
n
41
L
00
0
0
0
1-1
N
17
0
0
TA
mrfTi�
WTITSTIM
1111106� 111111'
90-23'28
179*23'29"
180900,00"
10870TIM
89-34'56
0
0
Lli
Lij
F
V)
Lli
Lli
355
345
CITY OF BAKERSFIELD
I CA L IFORNIA
0
0
+
Q0
61' FL
170' ROW
Cf)
0
z
m LLJ
r
C)
C)
0
0 s
m i
FJ
C
m
'A 26+88.88, STINE RD
'A 17+37.18, MCCUTCHEN RD
FQ
C
UGE UGE UGE
0[u
File Name: Street Plan Drawn: MAS
Job No.: 108-24.12 Engineer- IJP
Dote: 912412018 Checked By. JDS
370
365
355
350
Kf3s]
o-OESS/o4/
912412018 -- IAN J. PARKS
3z: 0-
0 ril
uj rn
tGISTERED CIVIL ENGINEER w No. 58155 ;a
Exp. 6-30-20
CHUL v I
4�
EER�s`
Ivi
Z
0 10 20 4 i 0
Horiz. 1"=20'
Vert. 1"=5'
6,1-1892
PArA'*'N & PROFILE
IMPROMMENM ON SnNE ROAD MOM RYZCWA DPJW TO POPPYSEED 87REET
SHEET NO.
8 OF 29
IN -
v
n
41
L
00
0
0
0
1-1
N
17
0
0
FESS/
CONSTRUCTION NOTES
CONSTRUCT PAVEMENT (0.5' HMA/ 1.1' AB CLASS 11) 912412018 IAN J. PARKS
C.D
Lu rn
SAWCUT AS SHOWN AND DIRECTED BY THE ENGINEER I�EGISTERED CIVIL ENGINEER m No. 58155 ;0
Exp. 6-30-20
CONSTRUCT CASE A HANDICAP RAMP PER CALTRANS STID PLAN A88A
C/v�
-A LEN -v --
OFF C
a
G -,-.Clvli---E NEERS',--
VAU'Ll 0
<\ I w
'lxf
M
ED
-----------
xl�ls
1�,9
0 4-
<
V Q + '0-)
0 s s s s -s s s --s s
0
M
l -B Pp
d
-/IZ9 SlINE ROAD
+
27+00 28+00 29+00 30+00
'P 26+00
4- A -4
4- 1 V,7,- +- - --:`-`�77 -4- - i 11
NOO*35'02"E
%
C
0 m
STA 26+85.76 22.0'RT STA 27+35.50 22-Q�RT 2 1 22.0'RT
EL. 358.07 EL. 357.99 \,t� EL. 357.99 k�-� EL. 357.99 \t/ EL. 358.22
STA 28+00.0 !2.0'RT/, STA29+00.0 2Z.O'RT � STA 30+18.0
r
SAWCU�T I SAWCUT SAWCUT (0 SAWCUT SAWCUT
S�-� 19 ul dll�--�l
A
SIGNAl SPEED
100 be
LIMIT --l"N
C*4
0 Ej.( �j
FQ p STA 27+35.50 36.0'RT 0\ AT &T STA 28+00.0 36.&�� STA 29+00.0 36. '
EP EL. 35-70-..-8--5-0 R I'S F RI EP EL. 357.850 EP EL. 357.85
R=35.00' L=5 .79 J
4
T=34.81' D=8 *41"24"
1'� ==F356.5 157 A7 STA 30+18.01 36.U'K I
s C: STA 27+72.3 45.6RT -356.5 - PO
s- s �F 356.5 .358.010
356- -04 EP EL
BOTTOM = 355.30 v- 356
3 6- T7-
356.5-
355.5
UGE =355- - - C11 3 5.5
UGE -U�QE STA 27+82.43 54.0'RT ----rT77 DRAINAGE AREA All =355- - Sp
pG1 E DOE GE U) -to --DRAINAi3FAIREW- AT GE �-=GE-
4- EL. 357.22 BOTTOM EL=354.85 354.85
Typ.- ---&- _-mo) METER
--BOTTOM EL=
C:) /R=30.00" L=46.96 R VA"1111L
0
-=5 7
1
= J8-4 � 2 STA 3(
- Lolli`
GE
T D T=29.84' D==89*41'2e APPROXIMATE LIMITS OF CONC[-] DG
G 1 3 STA 27+96.9 50.3'RT DRAINAGE DITCH PAD pp
3v 1 APPROXIMATE LIMITS PIPE
12' 10: 1 SLOPES DITCH FL = 356.83 2:1 DAYLIGHT TO CLEAR R/W
14' 1 TYP. STA 27+84.8 62.4'RT P.G.& E. VAULT OF DRAINAGE DITCH T-POQT
4:1 DAYLIGHT TO
�07.93 3.0'RT DITCH FL GB = 355.76 BOTTOM 355.30 3' WROUGHT
-EL.358.05 2Z EXISTING TYP. IRON FENCE*
l< STA 29+01.2 58.8'RT
1 STA 18+07.93 12.01T 64$\ APPROXIMATE LIMITS OF 2' WIDE DRAINAGE FG EL. 355.52 STA 29+21.2 59.2RT
<\ EP EL. 357.75 DITCH 2:1 DAYLIGHT TO EXISTING TYP. FG EL. 355.56 WATER C;ONC 6' WRCOUGHT
-R WELL PAD
STA 27+60.8 86.2'RT MATCH EXISTING !RON GATEE
CSTA 27+52.43 83.84 RT ACCESS PATH
3 EL. 356.56 DITCH FL GB = 355.47
STA 27+50.4 95.9'RT WOOD
F E N CE
.0\ DITCH FL 355.40
26' 12.3' (6.3 1
-Q> +40
> to APPROXIMATE LIMITS
Lu Lo -----OF DRAINAGE DITCH
ul
fe) 4:1 DAYLIGHT TO
U) EXISTING TYP.
-q . Lr.
LC
N LO
Lr.
LO
to
CD
00 R/W
z Lq
LO
LO
'A. w Lo
d wn
to
16
ww
U?
Zp
0
+ cr- 0
0) LO 0 ED 4:1 SLOPES
TYP.
E
cl
0.0,
26' 12"
+22 00
Cn T-
41 It
2% APPROXIMATE LIMITS 04
-- OF DRAINAGE DITCH CF)
39 12' 4' 4:1 DAYLIGHT TO Cr
EXISTING TYP.
.6'
61
(;--NSTA 18+07.93 3.0 -RT
\t�l EL. 357.80 STA 18+07.93 12.0'LT r.�\
EP EL. 357.50-Q.J
E
>
0 10
0)
Cn
C
Z m=w<==mw-
0 10 210 40 0
I
Horiz. 1"=20' N
1
00
6,1-1892
File Name.- Pa vem en t Plan Drawn: MA S PA VEME1 V T PL A N SHEET NO.
CITY OF BAKERSFIELf) Job No.: 108-24.12 Engineer 1JP
CALIFORNIA PUBLIC WORKS DEPARTMENT Date: 912412018 Checked By. JQS alrim=,mi'IMPROVEMENTS ON ucMNE ROAD F9:?(W RYZOM DRIVE TO PCf PPYSEED STREET 9 OF 29
CONSTRUCTION NOTES
0 CONSTRUCT PAVEMENT (0.5' HMA/ 1.1' AB CLASS 11)
SAWCUT AS SHOWN AND DIRECTED BY THE ENGINEER
CONSTRUCT CASE A HANDICAP RAMP PER CALTRANS STI) PLAN A88A
REMOVE EXISTING MANHOLE AND 18" RCP TO LIP OF GUTTER.
HMA TRENCH PATCH PER COB STI) ST -11, 12, 12A IN PAVED AREA.
PLUG REMAINING RCP PIPE AT LIP.
0
/-,-NSTA 54+03.91 32.0'RT
',,VEP EL. 360.02
UGE
E
x\/
0
a::
-6
W
W
M
dAl
SEE SHEETS 19-24 FOR
BERSHIRE ROAD IMPROVEMENTS
-4
-0
STA 46+65.74 19.0 -RT
SBC F
DD VAULT''
-r-7- -T
- I I -
TRAf�-�ONC
(,'A 8 1 Sl - A 8
5�t�� 00
NOO*3433"E
STA 55+00.0 16.0'RT
EL. 360.47 V -J
ldpo SAWCUT
ZZ
32.0'RT
- UGE
pe - F
VAUll"ll
REMOVE TREE
STUMPS R/W
SEE SHEETS 19-24 FOR
INTERSECTION & CURB
RAMP DETAILS
CITY OF BAKERSFIELD
i CA L IFORNIA
jjl;;��
A
An
0 5
00
STA 56+00.0 1§S.LfATj STA 57+00.0 16.0'R
(0
EL. 360.58 EL. 360.7 V-
SAWCUT elk SAWCUT
361 be
STA 56+00.0 32.0"RT C11
',TA��7t 32.IRT
EP EL 360.26
359.5
-------- -- ------- ------- ------- ------- 359
104611&1 -- ---------- ------ ------ ul ---------------------- --- --------- ------
s UGE A
iy*P'.-�-, W- UGE
-------------- __0 ------------ -- -----------
3 9
� 0-0.0.
EGISTERED CIVIL ENGINEER
"ET -T -GER.
- C-4 H u 1 E- �
fV- ERS,
58+00
,�l I
SAWCUT
STA 57+90.77 32.0 * R
0 EP EL. 360.60 V�/
u UGE
REMOVE TREE R/W
AND STUMP REMOVE TREE REMOVE TREE REMOVE TREE REMOVE -REE
APPROXIMATE LIMITS STUMP STUMPS AND STU 4PS
OF DRAINAGE DITCH
4:1 DAYLIGHT TO REMOVE TREE APPROXIMATE LIMITS
EXISTING TYP. STUMPS 1�r-1
OF DRAINAGE DITCH
4:1 DAYLIGHT TO
EXISTING TYP.
PUBLIC WORKS DEPARTMENT
Name: Pavement Plan Drawn: MAS
No.: 108-24.12 Engineer 1JP
1.
1. 912412018 Checked By. jDS
rft- M -u- y T y �w I �& �&
'o,fif ss
IAN J.PARKS
Lu rn
No. 58155 M
Exp. 6-30-20
Ivi
OF C AN-
0 10 210 410
Horiz. 1"=20'
6,1-1892
- 'us
0
PA VEMEN T PL AN SHEET NO.
IMPROVEMEfffS CW SnNE ROAD R90M RYZOM DRIVE TO POPPYSEED---87REET 1 10 OF 29
0)
0
V-
00
0
RIA
53+00 4-
+ 1
1 114
51,+00
4-
)6'
4-
c4l,
�STA �54+0�3.91
f
�16.0�'RT
EL. 360.34
SAWCUT
40,
0
0
/-,-NSTA 54+03.91 32.0'RT
',,VEP EL. 360.02
UGE
E
x\/
0
a::
-6
W
W
M
dAl
SEE SHEETS 19-24 FOR
BERSHIRE ROAD IMPROVEMENTS
-4
-0
STA 46+65.74 19.0 -RT
SBC F
DD VAULT''
-r-7- -T
- I I -
TRAf�-�ONC
(,'A 8 1 Sl - A 8
5�t�� 00
NOO*3433"E
STA 55+00.0 16.0'RT
EL. 360.47 V -J
ldpo SAWCUT
ZZ
32.0'RT
- UGE
pe - F
VAUll"ll
REMOVE TREE
STUMPS R/W
SEE SHEETS 19-24 FOR
INTERSECTION & CURB
RAMP DETAILS
CITY OF BAKERSFIELD
i CA L IFORNIA
jjl;;��
A
An
0 5
00
STA 56+00.0 1§S.LfATj STA 57+00.0 16.0'R
(0
EL. 360.58 EL. 360.7 V-
SAWCUT elk SAWCUT
361 be
STA 56+00.0 32.0"RT C11
',TA��7t 32.IRT
EP EL 360.26
359.5
-------- -- ------- ------- ------- ------- 359
104611&1 -- ---------- ------ ------ ul ---------------------- --- --------- ------
s UGE A
iy*P'.-�-, W- UGE
-------------- __0 ------------ -- -----------
3 9
� 0-0.0.
EGISTERED CIVIL ENGINEER
"ET -T -GER.
- C-4 H u 1 E- �
fV- ERS,
58+00
,�l I
SAWCUT
STA 57+90.77 32.0 * R
0 EP EL. 360.60 V�/
u UGE
REMOVE TREE R/W
AND STUMP REMOVE TREE REMOVE TREE REMOVE TREE REMOVE -REE
APPROXIMATE LIMITS STUMP STUMPS AND STU 4PS
OF DRAINAGE DITCH
4:1 DAYLIGHT TO REMOVE TREE APPROXIMATE LIMITS
EXISTING TYP. STUMPS 1�r-1
OF DRAINAGE DITCH
4:1 DAYLIGHT TO
EXISTING TYP.
PUBLIC WORKS DEPARTMENT
Name: Pavement Plan Drawn: MAS
No.: 108-24.12 Engineer 1JP
1.
1. 912412018 Checked By. jDS
rft- M -u- y T y �w I �& �&
'o,fif ss
IAN J.PARKS
Lu rn
No. 58155 M
Exp. 6-30-20
Ivi
OF C AN-
0 10 210 410
Horiz. 1"=20'
6,1-1892
- 'us
0
PA VEMEN T PL AN SHEET NO.
IMPROVEMEfffS CW SnNE ROAD R90M RYZOM DRIVE TO POPPYSEED---87REET 1 10 OF 29
0)
0
V-
00
0
RIA
0
d
m
ui
ui
V)
CONSTRUCTION NOTES
CONSTRUCT PAVEMENT (0.5' HMA/ 1.1' AB CLASS 11)
SAWCUT AS SHOWN AND DIRECTED BY THE ENGINEER
CONSTRUCT CASE A HANDICAP RAMP PER CALTRANS STI) PLAN A88A
ADJUST SEWER MANHOLE TO GRADE PER COB STD. SW -6
�r
C)
SEE SHEETS 19-24 FOR
BERSHIRE ROAD IMPROVEMENTS
LAJ 0 '1-,
V) 00
ae z
w -
w
M
1-1v
—s
1\
s s s
r,--NSTA 53+92.96 35.0'
EL. 359.79
SAWCUT
53+00
SEE SHEETS 19-24 FOR
INTERSECTION & CURB
RAMP DETAILS
M&T- !g=�ffZ — —
_TATXmjZ&mj,,� mf 'T
Am j/4JWAjPff41!qSTff/m 40
jZjAk)
AnnMf%Vl&AA"rr* I IkAl"ro--
SEE SHEET 10 FOR EAST SIDE
, I
A
0 0
s s s s
q
S11NE ROAD
62+00 63+00
3 43,3"E
xj����N �C
File Name.- Pavement Plan
Job No.: 108-24.12
Date.- 912412018
Drawn: MAS
Engineer OP
Checked By. JDS
EGISTERED CIVIL ENGINEER
ET.T-G
E
IAN J. PARKS
rn
No. 58155 X
Exp. 6-30-20
Ivi
OFF C
1,
0 10 20 410
Horiz. 1"=20'
6,1-1892
PA WEME&T I I. AN SHEET NO.
aff IMPROVEMEWS CW SnNE ROAD MOM RYZOM DRIVE TO 11 OF29
P.,
C:
CE
V)
Cr
C
NOTES:
(1}
CONNECT 6" PVC TO EXISTING MANHOLE. MODIFY BOTTOM CHANNEL AS NEEDED.
CONNECT NEW 4~ SEWER LATERAL TO EXISTING LATERAL AFTER DEMO OF SEPTIC SYSTEM.
CONSTRUCT LATERAL PER COB 3W-1
CONSTRUCT SEWER MANHOLE PER COB SW -2
CONSTRUCT SEWER MANHOLE FRAME AND COVER PER COB SW -6
CONSTRUCT SEWER CLEANOUT PER COB SV -5
��
�'/ CONSTRUCT HMA TRENCH PATCH PER COB STD ST -11, 12, 12A IN PAVED AREA
86.09 L.F.
6" SEWER LINE
�
02%
~�
.���x�v�~�
`�
`�x�m�"�~�
~�
`�^�m�-�~�
340
,�~�o�
~�^�~�
|NV(N-S) 34492
^.#.,vnt- vvw,�L.Jf
-----UGE___ --UGE UCE UGE
912412018 IAN J. PARKS
rn
EGISTERED CIVIL ENGINEER Of No. 58155 ;70
EVD-sll Exp. 6-30-20
,-�jz
ivi
-J- ULER,
or cp,�
/5fOD'
26fDO
--f----- -- --�------ -- f-------- --| ---c---�- f- | -- -------�. __
S
-----UGE UGE UgE UGE s s----
� — -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- �� -- -- |
0 10 2P 40
Horbz. 1"==2O`
Vert, 1"==5`
J00
^�
^�K���^�v�
345
~�~�m�
��~�~�
b 1 -1 tsuz
File Name.- Sewer Plan Drawn: MA S PLAN & PROFILE SHEET NO.
CO"'ITY OF —BAKERSFIELE), CALIFORNIA PUBLIC WORKS DEPARTMENT JobNo..* 108-24.12 Engineer: 1JP
Date: 912412018 Checked By. JQS SEWER IMPROVEMENM ON 877NE ROAD 12 OF 29
^^
�
I F_ r\ F N I F� .
0 — STRIPING DETAIL PER CALTRANS STANDARD PLANS 2010
xx — INSTALL SIGN TYPE PER CALIFORNIA MANUAL FOR UNIFORM TRAFFIC
CONTROL DEVICES 2012
— INSTALL SIGN
— EXISTING SIGN
F 1-1 - 12" WHITE CROSSWALK PAVEMENT MARKING
-14r — TYPE IV (L) or (R) ARROW (TYP)
+
REMOVE AND
SALVAGE EXISTING
TRAFFIC SIGNS
NOTE:
ALL STRIPING AND PAVEMENT MARKINGS SHALL BE
THERMOPLASTIC PER CALTRANS STANDARD
SPECIFICATION PTH-02ALKYD UNLESS OTHERWISE
NOTED.
912412018
EGISTERED CIVIL ENGINEER
-, $5.
VC"'TULE W_
:ivi - _N iN__EER_$��_,.
SEE SHEET NO., 14 FOR STINE ROAD
,o
,of ESS
Q> IAN J. PARKS
rn
No. 58155 ;u
Exp. 6-30-20
C tVj\
/Vl
"
0 OF
FF- CAO�
0 20 510 1 Olt
Horiz. 1"=50'
6,1-1892
E
C1
0
I R.
Fileftme: Striping Plan Drawn: MEA SIGN & STRIPING PLAN SHEET NO.
CITY OF -BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT JobNo.: 108-24.12 Engineer 1JP
I 'I U OF 29
Date. 912412018 Checked By. jDS Sit==i MPROVEMEAIM ON SWNE ROAD Fi9OM RYZCWA DRIVE TO POPPYSEED 87REET Li I
u
C:
3�:
04
T7
It
C14
1
00
0
LEGEND:
— STRIPING DETAIL PER CALTRANS STANDARD PLANS 2010
XX — INSTALL SIGN TYPE PER CALIFORNIA MANUAL FOR UNIFORM TRAFFIC
CONTROL DEVICES 2012
— INSTALL SIGN
— EXISTING SIGN
— 12" WHITE CROSSWALK PAVEMENT MARKING
[2] — 12" YELLOW CROSSWALK PAVEMENT MARKING
[3] — "SLOW", "SCHOOL", "AHEAD" PAVEMENT MARKINGS PER STANDARD PLAN A24D
--Ir — TYPE IV (L) or (R) ARROW (TYP)
�r
welum
ALL STRIPING AND PAVEMENT MARKINGS SHALL BE
THERMOPLASTIC PER CALTRANS STANDARD
SPECIFICATION PTH-02ALKYD UNLESS OTHERWISE
NOTED.
r -
elf LO
W
+
r_
OBLITERATE EXISTING
uj (n CROSSWALK
TYPE IV (L) ARROWS
NEW 2 @ 15 S.F. EA.
3
OBLITERATE EXISTING
PAVEMENT MARKINGS
OBLITERATE CENTER STOP
LANE STRIPING
NEW
2
105 S.F.
.........
N -W
226 S . FE1
20--
Lu
I >
t -we
z
0
N
INSTALL BIKE LANE MARKINGS
CAMUTCD FIGURE 9C-313
R/W
TYPE IV (R) ARROWS
NEW 2 @ 15 S. F. E A.7'
R/W
ENA
WA
I
\\\,L__0BLITERATE EXISTING
PAVEMENT MAR I GS
UGE
OBLITERATE EXISTING LIMIT
LINE, CENTER LINE, STRIPING
AND PAVEMENT MARKINGS
I STINE ROAD
,�q,rjfE Slo46
GO
912412018 IAN J. PARKS
C.D
w rn
EGISTERED CIVIL ENGINEER w No. 58155 ;0
TExp. 6-30-20
r
TGE
cjv�
HULE
Of- C
Cl_V_IL_ N -G -.IN-.- ER-S,�`S,,,
m F_ 0 � Ili mill rli I ll� 0 iii 11
4 41 1 ; I ,
olw� 2121 k K, 'lliiim Im [0] a a 1: 4 1 m :4 AT A C
LO
17
TYPE IV (R) ARROWS
NEW 2 @ 15 S.F. EA.
LJ
0
Lij
.j
UJI
M
uj
Lij-
UJI
Lij
V)
W
�r
welum
ALL STRIPING AND PAVEMENT MARKINGS SHALL BE
THERMOPLASTIC PER CALTRANS STANDARD
SPECIFICATION PTH-02ALKYD UNLESS OTHERWISE
NOTED.
r -
elf LO
W
+
r_
OBLITERATE EXISTING
uj (n CROSSWALK
TYPE IV (L) ARROWS
NEW 2 @ 15 S.F. EA.
3
OBLITERATE EXISTING
PAVEMENT MARKINGS
OBLITERATE CENTER STOP
LANE STRIPING
NEW
2
105 S.F.
.........
N -W
226 S . FE1
20--
Lu
I >
t -we
z
0
N
INSTALL BIKE LANE MARKINGS
CAMUTCD FIGURE 9C-313
R/W
TYPE IV (R) ARROWS
NEW 2 @ 15 S. F. E A.7'
R/W
ENA
WA
I
\\\,L__0BLITERATE EXISTING
PAVEMENT MAR I GS
UGE
OBLITERATE EXISTING LIMIT
LINE, CENTER LINE, STRIPING
AND PAVEMENT MARKINGS
I STINE ROAD
,�q,rjfE Slo46
GO
912412018 IAN J. PARKS
C.D
w rn
EGISTERED CIVIL ENGINEER w No. 58155 ;0
TExp. 6-30-20
r
TGE
cjv�
HULE
Of- C
Cl_V_IL_ N -G -.IN-.- ER-S,�`S,,,
m F_ 0 � Ili mill rli I ll� 0 iii 11
4 41 1 ; I ,
olw� 2121 k K, 'lliiim Im [0] a a 1: 4 1 m :4 AT A C
I 4___T
INSTALL BIKE LANE MARKINGS 12' Uzi
CAMUTCD FIGURE 9C-313 _17
ISW24-3(CA)
LIJ,
KLLUUATE EXISTING SR4-1
00
+ (CA) TRAFFIC SIGN AS
SHOWN, APPROX.
100'
R /W
_�_4_t 0
4)
38
/CN
UGE HeE
CNL=
TYPE IV (L) ARROWS
NEW 4 @ 15 S.F. EA.
N OBLITERATE EXISTING GORE
STRIPING
4" WHITE GORE
STRIPING AT 20
I I I I I
C
G-)
m
I &
C
12' 12' E�
T
UGE
SPACING 11 1 11 11 1 411 1
LO
4r
TYPE IV (R) ARROWS
NEW 2 @ 15 S.F. EA.
LJ
Lij
REFRESH EXISTING
DETAIL 39
3
1�f
Lij-
Lij
W
38 —7-81
-f
Lij
Z
N8+
R7-9
N
0
0
UGE
Ae
I 4___T
INSTALL BIKE LANE MARKINGS 12' Uzi
CAMUTCD FIGURE 9C-313 _17
ISW24-3(CA)
LIJ,
KLLUUATE EXISTING SR4-1
00
+ (CA) TRAFFIC SIGN AS
SHOWN, APPROX.
100'
R /W
_�_4_t 0
4)
38
/CN
UGE HeE
CNL=
TYPE IV (L) ARROWS
NEW 4 @ 15 S.F. EA.
N OBLITERATE EXISTING GORE
STRIPING
4" WHITE GORE
STRIPING AT 20
I I I I I
C
G-)
m
I &
C
12' 12' E�
T
UGE
SPACING 11 1 11 11 1 411 1
SEE SHEET NO. 13 FOR McCUTCHEN ROAD
0 2!5 50 100
Horiz. 1"=50'
ry
ILL.
UJI
0 U-)
0 0 0 0+
+ + + Z Lij
0) 0)
Lli I`_ >
m co
< 0
I`—
Ljj TYPE VI ARROWS 3 @ 42 S.F. EA.
n + 0 <W�9-1(9)
dols LO 0 <
r-17 LO
+
co C0
UJI
uj
200' 200' 00
UJI 04
0+00 fS2
2+.00 4+.00 6+00 8+00 10+00 12+00 14H Z
T-
IS,
32
9 9
0
100, 175' MIN.
uj —
F
< z
0 w
>
SW24-3 CA)
SR4-1 (CA)
STOP OBLITERATE CENTER
LANE STRIPING
cr_
z
0
V)
6,1-189
0w% File Name.- Striping Plan Drawn: MEA SIGN & STRIPING PLAN SHEET NO.
-C/7Y OF BAKERSFIELD Job No.: 108-24.12 Engineer 1JP
CALIFORNIA PUBLIC WORKS DEPARTMENT Dote: 912412018 Checked BY. JDS aF I tl== I IMPROVEMEMM ON %CMNE ROAD MOM RYZ0JU DRIVE TO POPPYSEED 8771EET 14 OF 29
I I
LO
TYPE IV (R) ARROWS
NEW 2 @ 15 S.F. EA.
LJ
Lij
REFRESH EXISTING
DETAIL 39
3
1�f
Lij-
Lij
W
38 —7-81
-f
Lij
Z
N8+
N
0
UGE
OBLITERATE EXISTING
CONFLICTING STRIPING
IN INTERSECTION
SEE SHEET NO. 13 FOR McCUTCHEN ROAD
0 2!5 50 100
Horiz. 1"=50'
ry
ILL.
UJI
0 U-)
0 0 0 0+
+ + + Z Lij
0) 0)
Lli I`_ >
m co
< 0
I`—
Ljj TYPE VI ARROWS 3 @ 42 S.F. EA.
n + 0 <W�9-1(9)
dols LO 0 <
r-17 LO
+
co C0
UJI
uj
200' 200' 00
UJI 04
0+00 fS2
2+.00 4+.00 6+00 8+00 10+00 12+00 14H Z
T-
IS,
32
9 9
0
100, 175' MIN.
uj —
F
< z
0 w
>
SW24-3 CA)
SR4-1 (CA)
STOP OBLITERATE CENTER
LANE STRIPING
cr_
z
0
V)
6,1-189
0w% File Name.- Striping Plan Drawn: MEA SIGN & STRIPING PLAN SHEET NO.
-C/7Y OF BAKERSFIELD Job No.: 108-24.12 Engineer 1JP
CALIFORNIA PUBLIC WORKS DEPARTMENT Dote: 912412018 Checked BY. JDS aF I tl== I IMPROVEMEMM ON %CMNE ROAD MOM RYZ0JU DRIVE TO POPPYSEED 8771EET 14 OF 29
I I
LEGEND:
- STRIPING DETAIL PER CALTRANS STANDARD PLANS 2010
XX - INSTALL SIGN TYPE PER CALIFORNIA MANUAL FOR UNIFORM TRAFFIC
CONTROL DEVICES 2012
- INSTALL SIGN
- EXISTING SIGN
- TYPE IV (L) or (R) ARROW (TYP)
- 12" WHITE PAVEMENT MARKING
M A k /r- h A r- K 1 -r k A A M I / I K I f-\ "(- I f -It, I A 1 " m r- r-) C- -r A x i r--, A M r--1 M I A K I A 1-1 A r-*,
[3]
Ike
I
NOTE:
ALL STRIPING AND PAVEMENT MARKINGS SHALL BE
THERMOPLASTIC PER CALTRANS STANDARD
SPECIFICATION PTH-02ALKYD UNLESS OTHERWISE
NOTED.
'EGIS TERED Cl VIL ENGINEER
E GE
-T- R -S-1-
I E:
-ENG NEE: -s--
VIL.
�),?OESS/
C.D IAN J. PARKS
rn
No. 58155
Exp. 6-30-20
/vl
OF C
Lij
Lij
17
(n
Lij
Lij
V)
Ld
z
.j
�r
Q
TYPE IV (R) ARROWS
NEW 2 @ 15 S.F. EA.
39
REFRESH EXISTING
DETAIL 39
In
OBLITERATE EXISTING
CONFLICTING STRIPING TYP.
39A 9
2+00
OBLITERATE EXISTING
CONFLICTING STRIPING
UGE
Mw A Aw mp
WtA,Ardog�wl i -- m
z
REMOVE AND SALVAGE EXISTING SIGN:
"RIGHT LANE TURNS RIGHT AHEAD"
REMOVE AND SALVAGE EXISTING
SIGN: "THRU TRAFFIC MERGE LEFT"
ow
%J4+00
-11 1 --, 38 40+00 —,42+00-
- I — i i I — i — i
+
u�
Ld
LLI >
Lij
af
LLJ
LLI
CY
m
m
File Name.* Striping Plan
Job Na: 108-24.12
Date.- 912412018
Drawn: MEA
Engineer /Jp
Checked By. jDS
215 510 100
Horiz. 1"=50'
*01 *41
Am
OBLITERATE
0 101,
SIGN & STRIPING PLAN
IMPROVEMENTS ON SnNE ROAD Fi9OM RYZCWA DRIVE TO POPPYSEED WREET
(0
lr�
F-
ui
LLJ
�r
V)
ui
LJ
V)
Ld
z
I
�r
0
LL.
Ld
I
Lij
0
m
Lij
z
I
101
(j)
vi
6,1-1892 00
0
1 15 OF 29 1
U)
<
%J4+00
-11 1 --, 38 40+00 —,42+00-
- I — i i I — i — i
+
u�
Ld
LLI >
Lij
af
LLJ
LLI
CY
m
m
File Name.* Striping Plan
Job Na: 108-24.12
Date.- 912412018
Drawn: MEA
Engineer /Jp
Checked By. jDS
215 510 100
Horiz. 1"=50'
*01 *41
Am
OBLITERATE
0 101,
SIGN & STRIPING PLAN
IMPROVEMENTS ON SnNE ROAD Fi9OM RYZCWA DRIVE TO POPPYSEED WREET
(0
lr�
F-
ui
LLJ
�r
V)
ui
LJ
V)
Ld
z
I
�r
0
LL.
Ld
I
Lij
0
m
Lij
z
I
101
(j)
vi
6,1-1892 00
0
1 15 OF 29 1
– STRIPING DETAIL PER CALTRANS STANDARD PLANS 2010
– INSTALL SIGN TYPE PER CALIFORNIA MANUAL FOR UNIFORM TRAFFIC
CONTROL DEVICES 2012
�
– INSTALL SIGN
�
�
– EXISTING SIGN
�
F
/1 �l_12"WHITE PAVEMENTENT MARKING|N�
-14r – TYPE |V (L) or /R\ ARROW (TYP)
K]07- '
ALL STRIPING AND PAVEMENT MARKINGS SHALL BE
THERMOPLASTIC PER CALTRANS STANDARD
SPECIFICATION PTH-02ALKYD UNLESS OTHERWISE
NOTED.
� |rrL L–| i*/\uxxZ–Z`
PER STND A73A
TYPE N-1 (CA)
PER BTND A73B
w -
OBLITERATE EXISTING
~��fr
CONFLICTING STR|P|N(
NT lv
82+OO –
----f----`^
NEVV 2 @ 15 S.F. . E/\
LO
m|
+|
^
+
m/
=
12" LIMIT LINE
OBLITERATE
-OBL|TERATE EX|�T|N�
CONFLICTING STRIPING TYP.
84+OO
TYPE |V /Ll ARROWS
NEW 2 @ 15 S.F. EA.
ill
LO X
+ REMOVE EXISTING W4-2
LANE ENDS SIGN
OBLITERATE EXISTING
CONFLICTING STRIPING TYP.
'
912412018 1 Cl) IAN J. PARKS
Exp. 6-30-20
TGERS
Ivi
ULETN"
�
0 2!5 510 O
HnMz. 1"=50'
z
Cl
04
04
6,1-1892
Rle Name: Striping Plan Drawn: MEA SIGN & STRIPING PLAN SHEET NO.
C/7Y OF -BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 108-24.12 Engineer 1JP au P == I IMP RO VEME&TS 0 N S nNE ROA D F q 3 0 M R YZOM DRI VE TO PO PP YS EEO 8 TREE T 16 OF 29
GENERAL NOTES:
1. ALL WORK SHALL CONFORM TO THE 2010 CALTRANS STANDARD PLANS
AND SPECIFICATIONS.
2. ALL VEHICLE INDICATIONS, AND FLASHING BEACONS SHALL 12 INCH
"LED". CIRCULAR AND ARROW SIGNAL INDICATIONS SHALL BE RED,
GREEN, AND YELLOW INDICATIONS PER SPECIFICATIONS.
3. ALL PULL BOXES SHALL BE NO. 5 UNLESS OTHERWISE SHOWN ON THE
PLAN.
4. ACCESSIBLE PEDESTRIAN SIGNALS AND PPB SIGNS SHALL USE THE
INTERNATIONAL SYMBOLS (WALKING MAN AND RED HAND), AND SHALL
INCLUDE COUNTDOWN HEADS.
5. ALL SALVAGED MATERIAL SHALL BECOME THE PROPERTY OF THE CITY
OF BAKERSFIELD.
6. 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 THE CONTRACTORS.
7. LOCATIONS OF ALL STANDARDS AND FOUNDATIONS SHALL BE MARKED
IN THE FIELD BY THE CITY ENGINEER.
8. ALL EXISTING CONDUIT NOT INCORPORATED INTO THE SIGNAL
MODIFICATION SHALL BE REMOVED OR ABANDONED IN PLACE.
9. CONTRACTOR SHALL ENSURE NOT TO DAMAGE SIGNAL INTERCONNECT
CONDUIT OR CABLE CIRCUITS DURING CONSTRUCTION.
CONSTRUCTION NOTES
Fl�REMOVE AND SALVAGE EXISTING POLE. CONSTRUCT NEW FOUNDATION AND
INSTALL NEW POLE IN NEW LOCATION, AS INDICATED IN PLANS. REMOVE
AND RELOCATE ALL SIGNS, SIGNAL HEADS, AUTOSCOPE, PREEMPTION
DEVICES AND MOUNTING BRACKETS ONTO NEW POLE. ABANDON EXISTING
FOUNDATION. REMOVE THE TOP OF THE FOUNDATION, ANCHOR BOLTS, AND
CONDUITS, TO A MINIMUM DEPTH OF 0.3 FEET BELOW GRADE.
F2�RELOCATE EXISTING 04P PEDESTRIAN SIGNAL HEAD FROM POLE A TO POLE
B AS SHOWN.
F3_]INSTALL NEW PEDESTRIAN SIGNAL HEAD.
4
51
I
-A
2
5
A\ F
L U
Detail SW Corner
SCALE 1 10
I
Fs -c -FE
16
- ------- ---
0
0
+ - -
A2
n '106 1�
A
E
—T
/r
_Ly
C �7
J AB F
06P / 05 v v v 91\ �/ I (D
IPI 05 02 02 02P
'IX 02 08
07
3
AB T
/T\
03 9
0
0
e N
MA
B I c KTLUNA UKIVt.
r
0 3
0
04
04P 06P 06 06 01 -<::H
A A t 4 8
01
5 J, 2 04P G
1w
H 7
v
02
u
File Name: Sig—Plan
Job No.: 108-24.12
Date. 912412018
Drawn: AB
Engineer 1JP
Checked By. jDS
771
EGISTERED CIVIL ENGINEER
- T , T___G.__E'__ll%_'_.A�.l
THUL" -T
ra__v
__z(VIL. N_G_D_T.EER.__S,'K'
i E
FESS/
Q) IAN J. PARKS
rn
No. 58155
Exp. 6-30-20
v cm
QFF- C AA,�k__
POLE SCHEDULE
CONDUCTOR SCHEDULE
CONDUIT SIZE
SIGNALS
LOC.
STANDARD
ST. NAME SIGN
REMARKS
LIGHTING
SIGNALS
VEHICLE
WAEK
DON'T WALK
W—ODW
CONDUCTOR RUN
A"
SV -1 —T
MAS
(N)EW OR (E)XIST.
RYZONA DRIVE
F21
29A-5-129
55'
28 CONDUCTOR
06
04
9 CONDUCTOR
MAT—LT
5 CONDUCTOR
1A
TV -2—T
SP -1—T
o4
o6
F2_1
15'
10 LIGHTING
RELOCATE EXISTING POLE
PRE—EMPTION CABLE
19-3-129
20 1
MAS -413
SP -1—T
o3
SERVICE (PRIMARY)
STINE ROAD
DI
12'
#6 SERVICE JSECONDARY)
VIDEO CAMERA
TYPE 15
SV -2—T
SP -1—T
06
CAMERA POWER
RELOCATE EXISTING POLE
15'
INTERCONNECT
GENERAL NOTES:
1. ALL WORK SHALL CONFORM TO THE 2010 CALTRANS STANDARD PLANS
AND SPECIFICATIONS.
2. ALL VEHICLE INDICATIONS, AND FLASHING BEACONS SHALL 12 INCH
"LED". CIRCULAR AND ARROW SIGNAL INDICATIONS SHALL BE RED,
GREEN, AND YELLOW INDICATIONS PER SPECIFICATIONS.
3. ALL PULL BOXES SHALL BE NO. 5 UNLESS OTHERWISE SHOWN ON THE
PLAN.
4. ACCESSIBLE PEDESTRIAN SIGNALS AND PPB SIGNS SHALL USE THE
INTERNATIONAL SYMBOLS (WALKING MAN AND RED HAND), AND SHALL
INCLUDE COUNTDOWN HEADS.
5. ALL SALVAGED MATERIAL SHALL BECOME THE PROPERTY OF THE CITY
OF BAKERSFIELD.
6. 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 THE CONTRACTORS.
7. LOCATIONS OF ALL STANDARDS AND FOUNDATIONS SHALL BE MARKED
IN THE FIELD BY THE CITY ENGINEER.
8. ALL EXISTING CONDUIT NOT INCORPORATED INTO THE SIGNAL
MODIFICATION SHALL BE REMOVED OR ABANDONED IN PLACE.
9. CONTRACTOR SHALL ENSURE NOT TO DAMAGE SIGNAL INTERCONNECT
CONDUIT OR CABLE CIRCUITS DURING CONSTRUCTION.
CONSTRUCTION NOTES
Fl�REMOVE AND SALVAGE EXISTING POLE. CONSTRUCT NEW FOUNDATION AND
INSTALL NEW POLE IN NEW LOCATION, AS INDICATED IN PLANS. REMOVE
AND RELOCATE ALL SIGNS, SIGNAL HEADS, AUTOSCOPE, PREEMPTION
DEVICES AND MOUNTING BRACKETS ONTO NEW POLE. ABANDON EXISTING
FOUNDATION. REMOVE THE TOP OF THE FOUNDATION, ANCHOR BOLTS, AND
CONDUITS, TO A MINIMUM DEPTH OF 0.3 FEET BELOW GRADE.
F2�RELOCATE EXISTING 04P PEDESTRIAN SIGNAL HEAD FROM POLE A TO POLE
B AS SHOWN.
F3_]INSTALL NEW PEDESTRIAN SIGNAL HEAD.
4
51
I
-A
2
5
A\ F
L U
Detail SW Corner
SCALE 1 10
I
Fs -c -FE
16
- ------- ---
0
0
+ - -
A2
n '106 1�
A
E
—T
/r
_Ly
C �7
J AB F
06P / 05 v v v 91\ �/ I (D
IPI 05 02 02 02P
'IX 02 08
07
3
AB T
/T\
03 9
0
0
e N
MA
B I c KTLUNA UKIVt.
r
0 3
0
04
04P 06P 06 06 01 -<::H
A A t 4 8
01
5 J, 2 04P G
1w
H 7
v
02
u
File Name: Sig—Plan
Job No.: 108-24.12
Date. 912412018
Drawn: AB
Engineer 1JP
Checked By. jDS
771
EGISTERED CIVIL ENGINEER
- T , T___G.__E'__ll%_'_.A�.l
THUL" -T
ra__v
__z(VIL. N_G_D_T.EER.__S,'K'
i E
FESS/
Q) IAN J. PARKS
rn
No. 58155
Exp. 6-30-20
v cm
QFF- C AA,�k__
POLE SCHEDULE
SIGNALS
LOC.
STANDARD
ST. NAME SIGN
REMARKS
LIGHTING
SIGNALS
VEHICLE
WAEK
DON'T WALK
W—ODW
P�B
15
SV -1 —T
MAS
RYZONA DRIVE
F21
29A-5-129
55'
SP -1—T
06
04
MAT—LT
1A
TV -2—T
SP -1—T
o4
o6
F2_1
15'
SV_l —T
RELOCATE EXISTING POLE
19-3-129
20 1
MAS -413
SP -1—T
o3
o6
STINE ROAD
DI
12'
TYPE 15
SV -2—T
SP -1—T
06
0-3
RELOCATE EXISTING POLE
15'
SV -1 —T
29-5-129
50'
2 MAS
SP -1—T
02
03
RYZONA DRIVE
MAT—LT
1A
TV -2—T
SP -1—T
03
02
F3_1
19-3-129
12'
20'
SV -1 —T
MAS -413
SP -1—T
o4
o2
STINE ROAD
1A
TV -2—T
SP -1—T
02
04
01 06 03P
i � i � I .
06P 02P 04 03 03
1 04 00-
05 02 -<3 04P D>
01 AND 05 02 AND 06 03 AND 04 04 AND 08
0 110 210 410
1
Horiz. 1"=20'
6,1-1892
SIGNAL PLAN SHEET S77NE ROAD AND RYZONA DRIVE
OKSMEN78 ON SMNE ROAD F??OM RYZ40OU DRIVE TO POPPYWED S7R&Z-T
SHEET NO.
17 OF 29
E
CL
V_
00
04
0)
C
0
cr,
10,
00
cr,
C
00
0
�101111"'V!Kw_l
0 TEMPORARY CONDUIT FOR INTERIM SIGNAL CONFIGURATION.
GENERAL NOTES
1. ALL'WORK SHALL CONFORM TO THE 2010 CALTRANS STANDARD
PLANS AND SPECIFICATIONS.
2. ALL VEHICLE INDICATIONS, AND FLASHING BEACONS SHALL 12
INCH "LED". CIRCULAR AND ARROW SIGNAL INDICATIONS SHALL
BE RED, GREEN, AND YELLOW INDICATIONS PER SPECIFICATIONS.
3. ALL PULL BOXES SHALL BE NO. 5 UNLESS OTHERWISE SHOWN ON
THE PLAN.
4. ACCESSIBLE PEDESTRIAN SIGNALS AND PPB SIGNS SHALL USE
T'HE INT-ERNATIONAL SYMBOLS (WALKING MAN -AND RED HAND),
AND SHALL INCLUDE COUNTDOWN HEADS.
5. ALL SALVAGED MATERIAL SHALL BECOME THE PROPERTY OF THE
CITY OF BAKERSFIELD.
6. 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 THE CONTRACTORS.
7. LOCATIONS OF ALL STANDARDS AND FOUNDATIONS SHALL BE
MARKED IN THE FIELD BY THE CITY ENGINEER.
8. ALL EXISTING CONDUIT NOT INCORPORATED INTO THE SIGNAL
MODIFICATION SHALL BE REMOVED OR ABANDONED IN PLACE.
9. CONTRACTOR SHALL ENSURE NOT TO DAMAGE SIGNAL
INTERCONNECT CONDUIT OR CABLE CIRCUITS DURING
CONSTRUCTION.
10. LOOP DETECTORS SHALL BE TYPE "D", AND TYPE "E" WHERE
INDICTED ON THE PLANS.
11. CONTRACTOR SHALL FURNISH AND REPLACE EXISTING HPS
LUMINAIRES WITH CUTOFF LED TYPE III DISTRIBUTION LIGHTING ON
POLES (Z), C), (E) & (6) , QUALIFIED FOR ROADWAY USAGE. LIGHT
OUTPUT FROM THE NEW FIXTURE SHALL BE EQUIVALENT IN BOTH
PATTERN AND SPREAD AS A 200 W HPS COBRA HEAD
LUMINAIRE. ALL WARRANTY PERIODS NOTED IN THE CITY STREET
LIGHT SPECIFICATIONS SHALL APPLY, PER THE CITY OF
BAKERSFIELD, PUBLIC WORKS DEPARTMENT, LED STREET LIGHTING
SPECIFICATIONS, DATED JUNE 2015 OR LATEST EDITION.
12. POLES 0 , (E) .& (E) WILL BE SUPPLIED BY THE CITY, INCLUDING
ANCHOR BOLTS AND WASHERS.
CONSTRUCTION NOTES
REMOVE AND SALVAGE EXISTING POLE. CONSTRUCT NEW FOUNDATION
AND INSTALL NEW POLE IN NEW LOCATION, AS INDICATED - IN PLANS.
REMOVE AND RELOCATE ALL SIGNS, SIGNAL HEADS, AUTOSCOPE,
PREEMPTION DEVICES AND MOUNTING BRACKETS ONTO NEW POLE.
ABANDON EXISTING FOUNDATION. REMOVE THE TOP OF THE
FOUNDATION, ANCHOR BOLTS, AND CONDUITS TO A MINIMUM DEPTH
OF 0.3 FEET BELOW GRADE.
F2] RELOCATE EXISTING 1A POLE. CONSTRUCT NEW FOUNDATION.
ABANDON EXISTING FOUNDATION. REMOVE THE TOP OF THE
FOUNDATION, ANCHOR BOLTS, AND CONDUITS TO A MINIMUM DEPTH
OF 3.0 FEET BELOW FINISHED SURFACE AND REPLACE SECTION
,.WITH NEW STRUCTURAL SECTION. PER CALTRANS STANDARD
SPECIFICATION SECTION 86-2.03A.
CN
D
(.0
I
I/ )/-- 912412018
EGISTERED CIVIL ENGINEER
- -------- -
ETT_G_E�__
___c_ _E 'F
6V N_6iN_ SLI
,oOESS/oj�
C.D IAN J. PARKS
rn
No. 58155 ;0
Exp. 6-30-20
Civi
OFF- C
POLE SCHEDULE
CONDUCTOR SCHEDULE
SIGNALS
LOC.
CONDUIT �IZE
ST. NAME SIGN
REMARKS
--DGHTING
WALK
W-ODW
-R'F-
SIGNALS
VEHICLE
DON'T WALK
0
1
29-5-100
15'
SV -1 -T
MAS
HOSKING AVE —F-11REMOVE
& SALVAGE
(NEW)
55'
MAT -LT
SP -1-T
CONDUCTOR RUN
04
_.__ McCUTCHEN RD
I
IA
SV -1-T
SP -1-T
1
F-21 RELOCATE
(N)EW OR(E)XIST.
04
o6
28 CONDUCTOR
9 CONDUCTOR
5 CONDUCTOR
10 LIGHTING
PRE—EMPTION CABLE
#4 SERVICE (PRIMARY)
#6 SERVICE (SECONDARY)�:
DETECTOR 02
DETECTOR 06
VIDEO CAMERA
CAM -ERA POWER
IV INTERCONNECT
PERCENT� FILL
�101111"'V!Kw_l
0 TEMPORARY CONDUIT FOR INTERIM SIGNAL CONFIGURATION.
GENERAL NOTES
1. ALL'WORK SHALL CONFORM TO THE 2010 CALTRANS STANDARD
PLANS AND SPECIFICATIONS.
2. ALL VEHICLE INDICATIONS, AND FLASHING BEACONS SHALL 12
INCH "LED". CIRCULAR AND ARROW SIGNAL INDICATIONS SHALL
BE RED, GREEN, AND YELLOW INDICATIONS PER SPECIFICATIONS.
3. ALL PULL BOXES SHALL BE NO. 5 UNLESS OTHERWISE SHOWN ON
THE PLAN.
4. ACCESSIBLE PEDESTRIAN SIGNALS AND PPB SIGNS SHALL USE
T'HE INT-ERNATIONAL SYMBOLS (WALKING MAN -AND RED HAND),
AND SHALL INCLUDE COUNTDOWN HEADS.
5. ALL SALVAGED MATERIAL SHALL BECOME THE PROPERTY OF THE
CITY OF BAKERSFIELD.
6. 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 THE CONTRACTORS.
7. LOCATIONS OF ALL STANDARDS AND FOUNDATIONS SHALL BE
MARKED IN THE FIELD BY THE CITY ENGINEER.
8. ALL EXISTING CONDUIT NOT INCORPORATED INTO THE SIGNAL
MODIFICATION SHALL BE REMOVED OR ABANDONED IN PLACE.
9. CONTRACTOR SHALL ENSURE NOT TO DAMAGE SIGNAL
INTERCONNECT CONDUIT OR CABLE CIRCUITS DURING
CONSTRUCTION.
10. LOOP DETECTORS SHALL BE TYPE "D", AND TYPE "E" WHERE
INDICTED ON THE PLANS.
11. CONTRACTOR SHALL FURNISH AND REPLACE EXISTING HPS
LUMINAIRES WITH CUTOFF LED TYPE III DISTRIBUTION LIGHTING ON
POLES (Z), C), (E) & (6) , QUALIFIED FOR ROADWAY USAGE. LIGHT
OUTPUT FROM THE NEW FIXTURE SHALL BE EQUIVALENT IN BOTH
PATTERN AND SPREAD AS A 200 W HPS COBRA HEAD
LUMINAIRE. ALL WARRANTY PERIODS NOTED IN THE CITY STREET
LIGHT SPECIFICATIONS SHALL APPLY, PER THE CITY OF
BAKERSFIELD, PUBLIC WORKS DEPARTMENT, LED STREET LIGHTING
SPECIFICATIONS, DATED JUNE 2015 OR LATEST EDITION.
12. POLES 0 , (E) .& (E) WILL BE SUPPLIED BY THE CITY, INCLUDING
ANCHOR BOLTS AND WASHERS.
CONSTRUCTION NOTES
REMOVE AND SALVAGE EXISTING POLE. CONSTRUCT NEW FOUNDATION
AND INSTALL NEW POLE IN NEW LOCATION, AS INDICATED - IN PLANS.
REMOVE AND RELOCATE ALL SIGNS, SIGNAL HEADS, AUTOSCOPE,
PREEMPTION DEVICES AND MOUNTING BRACKETS ONTO NEW POLE.
ABANDON EXISTING FOUNDATION. REMOVE THE TOP OF THE
FOUNDATION, ANCHOR BOLTS, AND CONDUITS TO A MINIMUM DEPTH
OF 0.3 FEET BELOW GRADE.
F2] RELOCATE EXISTING 1A POLE. CONSTRUCT NEW FOUNDATION.
ABANDON EXISTING FOUNDATION. REMOVE THE TOP OF THE
FOUNDATION, ANCHOR BOLTS, AND CONDUITS TO A MINIMUM DEPTH
OF 3.0 FEET BELOW FINISHED SURFACE AND REPLACE SECTION
,.WITH NEW STRUCTURAL SECTION. PER CALTRANS STANDARD
SPECIFICATION SECTION 86-2.03A.
CN
D
(.0
I
I/ )/-- 912412018
EGISTERED CIVIL ENGINEER
- -------- -
ETT_G_E�__
___c_ _E 'F
6V N_6iN_ SLI
,oOESS/oj�
C.D IAN J. PARKS
rn
No. 58155 ;0
Exp. 6-30-20
Civi
OFF- C
POLE SCHEDULE
SIGNALS
LOC.
STANDARD
ST. NAME SIGN
REMARKS
--DGHTING
WALK
W-ODW
-R'F-
SIGNALS
VEHICLE
DON'T WALK
0
1
29-5-100
15'
SV -1 -T
MAS
HOSKING AVE —F-11REMOVE
& SALVAGE
(NEW)
55'
MAT -LT
SP -1-T
06
04
_.__ McCUTCHEN RD
I
IA
SV -1-T
SP -1-T
1
F-21 RELOCATE
04
o6
A
FRELOCATE PEDESTRIAN PUSH BUTTON AND PEDESTRIAN SIGNAL
31
HEAD FROM POLE C TO POLE D. 00
T
41 REMOVE AND SALVAGE "YIELD" SIGN. Y2\
cr
;>
V\
X
0 0
0 c
+ a
i7)
00
N -7
8
N 6
On
014
N
Detail SE Corner
.40
0 10 20
SCALE I "l 0
00
0
Horiz. 1"=20' 6,1-1892
File Name: Sig—Plan Drawn: MEA SIGNAL PLAN SHEET S77NE ROAD AND McCUTCHEN ROAD SHEET NO.
CITY OF BAKERSFIELD Job No.: 108-24.12 Engineer IJP
CALIFORNIA PUBLIC WORKS DEPARTMENT IDate: 912412018 lChecked By. jDS IMPROVEMEWS ON STANE ROAD FiTOM RYZOM DRIVE TO POPPYSEED STREET 18 OF 29
Li
3:
(ci'
I
Li
m
r-)
Li
F--
0
1
a_
c)
CIA
"5
n
Lo
oo
0
E
0
cn
06
T—
o
c\j
I
bi
ry
cn
v
ry
ui
m
Lu
0
D
-0
0
4 -
CL
1--*�
0
cn
v
ry
ui
m
cn
0
I --
C)
Li
D
0
ry
m
NOT TO SCALE
S89025'28"E
E C.R.
8661,
S6
(y)
0
CURB RETURN
CURVE DATA
R= 30.00'
L= 90022'10"
L= 47.32' R/W
T= 30.19'
STA. 9+29.43-68,16LT
(D U ts� ANGLE POINT
7
STA. 9+05.85-38.00'LT
CENTER POINT
R/W –
STA. 9+05.56-44.12'LT
STA. 9+05.85-38.00'LT
BEGIN CURB AND GUTTER;
B.C.R.; FL. ELEV. 355.12
X
STA. 9+35.56-68.19'LT
END CURB AND GUTTER;
E.C.R.; FL. ELEV. 355.36
NEW CURB AND GUTTER
NOT TO SCALE
.CUR13 RAMP CONSTRUCTION NOTHS =-
in CONTRACTOR SHALL CONSTRUCT CURB RAMPS PER THE MOST CURRENT STATE OF CALIFORNIA STANDARD PLAN A88A, CASE "A".
n2 CONTRACTOR SHALL RECONSTRUCT CURB RAMP TO THE MOST CURRENT STATE OF CALIFORNIA STANDARD PLAN A88A, "CASE "B". CONTRACTOR SHALL SAWCUT
EXISTING ASPHALT 2 FEET MINIMUM FROM LIP OF GUTTER TO ACHIEVE 5% GUTTER PAN SLOPE ADJACENT TO TRUNCATED DOME AREA OF THE CURB RAMPS.
CONTRACTOR SHALL PATCH ASPHALT PER NOTE 7-B OF CITY OF BAKERSFIELD STANDARD ST -1 1 "PAVEMENT PATCHES".
F31 CONTRACTOR SHALL PROTECT IN PLACE, EXISTING UTILITY FACILITIES.
1E THE CURB RAMPS SHALL BE OUTLINED AS SHOWN, WITH A 1 FOOT WIDE BORDER WITH 1/4" GROOVES APPROXIMATELY 3/4" ON CENTER. SEE GROOVING DETAIL..
I
STA. 9+16.45-50.08'RT
B.C.R.; FL. ELEV. MATCH
EXISTING CURB AND GUTTER STA. 9+16.55-57.01'RT
BEGIN SIDEWALK; MATCH
EXISTING SIDEWALK SAWCUT LINE
R7W
GATE
ANGLE POINT
STA. 9+27.22-62.00'RRT
BEGIN RETAINING CURB ......
STA. 9+35.67-70.30'RT
END RETAINING CURB
it
STA. 9+39.08-79.61'RT
ANGLE POINT
0)
EXISTING BLOCK WALL
i -n
NOT TO SCALE 0 Nv/
CD
B RETURN
CURVE DATA
0
R= 30.00'
A= 89038'30vv
S89024'48"E L� 46.84'
+ B*C.R—. — T= 29 . 81
STA. 9+46.49-79.58RT
E.C.R.; FL. ELEV. MATCH
SAWCUT LINE
\_�SjTA. 9+39.08-79.61'RT
END SIDEWALK; MATCH
R/W
L[��iill �11 ... lj�
AMP
NOT TO SCALE
mm
CURB RETURN
CURVE DATA
R= 30. 00'
A� 89025 '28"
L� 46. 96'
T= 29 . 84 v
N89025'28"W
E.C.R.
0
00/
V
00/
STA. 10+59.70-79.84'LT CID U I �.4
0
STA. 10+53.57-79.841 LT ANGLE POINT C>
CD
END CURB AND GUTTE
E.C.R.; FL. ELEV. 356.63
STA. 10+83.57-80.00'LT
CENTER POINT
STA. 10+83.54-56.15'LT
ANGLE POINT
0
NEW CURB AND GUTTER *0
STA. 10+64.36-68.16'RT
I
mommanam 00
RM
STA. 10+83.57-50.00'LT
BEGIN CURB AND GUTTER;
B.C.R.; FL. ELEV. 356.40
NOT TO SCALE
NO T TO SCALE
CENTERLINE OF BERKSHIRE ROAD
\--CENTERLINE OF BERKSHIRE ROAD
AND SOUTH RIGHT OF WAY LINE
R/W
STA. 10+94.35-38.00'RT
END CURB AND GUTTER;
E.C.R.; FL. ELEV. 354.75
STA. 10+94.35-44.13'RT
ANGLE POINT
�STA. 10+94.35-68.00'RT
CENTER POINT
.STA. 10+70.48-68.12'RT
,�,D,vp C>
ANGLE POINT
CURB RETURN
CURVE DATA
R= 30. 00'
A= 90017 '53
L= 47.28'
T 30.161
x
0 "1
JV66 0
S6
B. C. R. 0 pf h�
N89024'48"W
NOT TO SCALE
NO T TO SCALE
E �s S
I NG/.l
CO
(D �T - � �
REGISTERED CIVIL ENGINEER "i
C 80507
Exp.3-31-19
CITY OF BAKERSFIELD
1501 TRUXTUN AVENUE up c N-
BAKERSFIELD, CA 93,301
REVISIONS
No. DA TE DESCRIP TION
2
,�A
471
APPROXIMATELY 3/41f 1/411 1/4#1
4
4 < <
4 A <
GROOVING DHTAIL
NOT TO SCALE
BENCHMARK
MONUMENT ON BERKSHIRE ROAD AT
BOULDER BAY ROAD (STA. 2+38.86)
EL E V = 352.6 9
BA SIS OF BEA RINC
CENTERLINE OF BERKSHIRE ROAD BETWEEN BOULDER
BAY ROAD AND STINE ROAD, SOUTH 890 0,3' 78" EAST
WA S USED A S THE BA SIS OF BEA RING
6,1-1892
CU95 /AZETU/lZN PErAILO ICITY RECORD No.
f-ile Ndme.- STINE AT BERKSHIRE -20i Drawn: S. LOWE TRAFFIC SIGNAL and LIGHTING SYSTEM INSTALLATION SHEE T NO.
CITY BAKERSFIELD Job No.: TOK221 Engineer: S. LOWE
CALIFORNIA PUBLIC WORKS DEPARTMENT Date: Sep. 21, 18 Pecked By.- STINE ROAD AT BERKSHIRE ROAD 19 OF 29
0 1 2
3
0
V)
m
r)
LLJ
0
n
0
:E
n
00
0
C\A
Q)
-0
E
Q)
4-a
0-
Q)
cn
6
cn
c-
0
0
V)
0')
c -
C)
0
4�
cn
I
INS
III
cn
cll�
C\�
\e
CD
0
0
Lli
D
0
m
AP -7
CONDUIT SIZE
STREET
MAST ARM
SIGNALS
SIGNS
LIGHTING
VEHICLE
WALK
W -DW
PPB
ST. NAME SIGN
REMARKS
LOC.
STANDARD
LIGHT
NUMBER
SIGNALS
DON'T WALK
0
0
POLE OR MAST ARM MOUNTED
61-5-100
n6 F
2] E nH [M]
15'(S)
(E) EXISTING
(N) NEW
!CONDUCTOR:
RUN
BERKSHIRE ROAD
_T
14 151 "7 1-D
(S)
C.O.B. STD. ST -26
60'(S)
MAS (C)
LT -MAT (C)
1A
TV -2-T (C)
SP- 1 -T (C)
02
02
(S)
29-5-100
N]
n6 n2 n6 nHF
15'(S)
SV- 1 -T (C)
MAS
SP -1 -T P
04
02
STINE ROAD
114 15 171101
(S)
C.O.B. STD. ST -26
55 I /C%\
-4C (C)
R3-4 ON MAST ARM
1A
TV -1 -T (C)
SP -1 -T (C)
02
04
R5
@I
(S)
1A
TV -1-T (C)
El
P
29-5-100
2 7 B] [�L
n6 FIFIF
15'(S)
SV -1 -T (C)
MAS (C)
SP -1 -T (C)
06
04
BERKSHIRE ROAD
14171101
(S)
C.O.B. STD. ST -26
km*j ilk Di I I" to] FA
MAS (C)
LT -MAT (C)
1A
TV -2-T (C)
SP -1-T (C)
04
06
(S)
26-4-100
16 2 7 B nK
-]F]Fln
ENCOM 510OR 900 MHZ SYSTEM
SV- I -T (C)
MAS
SP- 1 -T (C)
06
06
STINE ROAD
14171170
(S)
C.O.B. STD. ST -26
45'(S)
-4C (C)
R34 ON MAST ARM
1A
TV -2-T (C)
r -_n
(S)
#10 LIGHTING
POLE SCHEDULE NOTES A:
(S) CITY SUPPLIED, (C) CONTRACTOR SUPPLIED.
NEW SIGNAL POLES, SIGNAL POLE AND LUMINAIRE MAST ARMS, SIGNAL POLE AND LUMINAIRE MAST ARM CONNECTION HARDWARE,
AND ANCHOR BOLTS WILL BE CITY FURNISHED AND DELIVERED BY THE CONTRACTOR TO THE SITE FROM THE BAKERSFIELD
MUNICIPAL AIRPORT AT 2000 SOUTH UNION AVENUE. CONTACT CITY'S ELECTRICAL SUPERVISOR AT LEAST 48 HOURS PRIOR TO
PICK-UP. ALL OTHER EQUIPMENT SHOWN IN THE POLE SCHEDULE, EXCEPT STREET NAME SIGNS, SHALL BE FURNISHED BY THE
CONTRACTOR. ALL PEDESTRIAN PUSH BUTTONS SHALL BE PER ADA STANDARD SPECIFICATIONS.
PRE-EMPTION CABLE
#8 COMMON GROUND
#2 SERVICE (PRIMARY)
#4 SERVICE (SECONDARY)
MENNEN
01DETECTOR
0 2 DETECTOR
0 4 DETECTOR
0 5 DETECTOR
0 6 DETECTOR
0 8 DETECTOR
TOTAL DLCs
0 ESS I o1v
S I NG/-/
REGIS TERED Cl VIL ENGINEER C 80507
Exp. 3-31-19
CITY OF BAKERSFIELD
1501 TRUXTUN AVENUE
BAKERSFIELD CA 93301 c A�__
REVISIONS
No. DA TE DESCRIP TION
qq�A,7 / /
271 / /
ffi.&Nm
GfFNHRAL NOTES:
1 ALL UNUSED, SALVAGED MATERIAL SHALL BE DELIVERED, BY
THE CONTRACTOR, TO THE WASTEWATER PLANT #2 AT MT.
VERNON AVENUE SOUTH OF HIGHWAY 58. CONTACT THE
CITY's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR70
DELIVERY AT (661) 326-3152.
2 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 THE CONTRACTOR'S.
SIGNAL CONSTRUCTION NOTES I* -
El CONTRACTOR SHALL INSTALL CITY FURNISHED TYPE 170E CONTROLLER AND 332 CABINET ASSEMBLY. SERVICE SHALL BE 120v/240v TYPE III -BF, FURNISHED
AND INSTALLED BY THE CONTRACTOR. PULL BOX IN FRONT OF CONTROLLER SHALL BE #6. PULL BOX ADJACENT TO PG&E ELECTRICAL SERVICE POINT
SHALL BE PG&E #043459.
F21 CONTRACTOR SHALL INSTALL CONDUIT FROM ELECTRICAL SERVICE POINT PG&E #043459 PULL BOX TO TYPE III -BF SERVICE PEDESTAL. ALL OTHER PULL
BOXES SHALL BE #5 UNLESS OTHERWISE NOTED.
ALL NEW SIGNAL INDICATIONS SHALL BE 12" LED "RED," "GREEN," AND "YELLOW" PER THE SPECIAL PROVISIONS, "TRAFFIC SIGNALS AND LIGHTING .
n4 CONTRACTOR SHALL FURNISH AND INSTALL'A CUTOFF LED TYPE III DISTRIBUTION LIGHTING FIXTURE ON POLE 0 @ 0 0 QUALIFIED FOR ROADWAY
USAGE. LIGHT OUTPUT FROM THE NEW FIXTURE SHALL BE EQUIVALENT IN BOTH PATTERN AND SPREAD TO A 200 WATT HPS COBRA HEAD LUMINAIRE. ALL
WARRANTY PERIODS NOTED IN THE CITY STREET LIGHT SPECIFICATIONS SHALL APPLY, PER THE CITY OF BAKERSFIELD, PUBLIC WORKS DEPARTMENT, LED
STREET LIGHTING SPECIFICATIONS, DATED JUNE 01, 2015.
F 51 THE CITY IS CONSTRUCTING CURB RETURNS AND PAVING AT THE NORTHEAST AND SOUTHEAST CORNERS. ADDITIONAL CURB, GUTTER, SIDEWALK AND PAVEMENT
WILL BE CONSTRUCTED BY FUTURE DEVELOPMENT.
n6 LOCATIONS OF ALL STANDARDS AND FOUNDATIONS SHALL BE MARKED IN THE FIELD BY THE CITY ENGINEER.
n7 CONTRACTOR SHALL INSTALL FOUR (4) CITY -FURNISHED OPTICOM 711. PREEMPTION DEVICES. SEE STATE OF CALIFORNIA STANDARD PLAN ES -4E.. THE
CONTRACTOR SHALL FURNISH AND INSTALL CABLES AND MOUNTING HARDWARE (PELCO AB -121). ONE OPTICOM 764 PHASE SELECTOR UNIT WILL BE INSTALLED
IN THE CABINET BY THE CITY. EXACT HARDWARE MOUNTING PLACEMENT SHALL BE DETERMINED BY THE TRAFFIC ENGINEER IN THE FIELD. THE CONTRACTOR
SHALL PROVIDE AN ON SITE EVP TECHNICIAN 48 HOURS PRIOR TO TURNING ON SIGNAL.
TO IMPROVE THE VISIBILITY OF THE PEDESTRIAN SIGNAL FACES, THE CONTRACTOR SHALL INSTALL PEDESTRIAN SIGNAL FACES AS SHOWN ON THE PLANS, AND
ADJUST THE PEDESTRIAN SIGNAL PHASING. PEDESTRIAN SIGNAL FACES WILL BE MODIFIED IN THE FUTURE BY OTHERS.
CONTRACTOR SHALL CONSTRUCT FOUNDATIONS FOR POLES @ & 0 IN THEIR ULTIMATE LOCATIONS. CONTRACTOR SHALL INSTALL No. 5 PULL
BOXES AND ALL ASSOCIATED CONDUITS TO THE FOUNDATIONS, FOR USE AFTER FUTURE SIGNAL MODIFICATION BY OTHERS.
nio CONTRACTOR SHALL INSTALL CITY SUPPLIED STREET NAME SIGNS PER THE SPECIAL PROVISIONS, "OVERHEAD SIGNS".
r --n
1111 NOT USED.
n12 LOOP DETECTORS SHALL BE TYPE "D", AND TYPE "E" WHERE INDICATED ON THE PLANS.
n13 CONTRACTOR SHALL INSTALL CONDUITS AND PULL BOXES FOR CONDUIT RUNS #22, #23, #24, #27, #28 AND #29 IN FUTURE SIDEWALK AREA.
[14 CONTRACTOR SHALL REMOVE & SALVAGE EXISTING STREET LIGHT, INCLUDING REMOVAL OF FOUNDATION, DISCONNECTING AND ABANDONING SERVICE PER
STATE OF CALIFORNIA STANDARD SPECIFICATION 86-7.
n15 CONTRACTOR SHALL- INSTALL CITY, SUPPLIED ENCOM RADIO. ANTENNA SHALL BE INSTALLED ON POLE (D. CONTRACTOR SHALL CONTACT CITY OF
BAKERSFIELD TRAFFIC ENGINEERING DIVISION (661) 326-3994 FOR FINAL PLACEMENT OF ANTENNA. CONTRACTOR SHALL SCHEDULE AN ENCOM ANTENNA
TECHNICIAN TO PROGRAM THE ANTENNA PER THE SPECIAL PROVISIONS, "INTERCONNECT RADIO SYSTEM".
6,1-1892
A
-rRAFFIC 010NAL NOrEO EITY RECORD No.
File Nome: STINE AT BERKSHIRE -20, rown: S. LOWE TRAFFIC SIGNAL and LIGHTING SYSTEM INSTALLATION SHEE T NO.
E
CITY OF -BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TOK221 I ngineer.- S. LOWE
Dote: Sep. 21, 18 Checked By STINE ROAD AT BERKSHIRE ROAD 20 OF 29
0 1 2
I
STREET
MAST ARM
SIGNALS
SIGNS
LIGHTING
VEHICLE
WALK
W -DW
PPB
ST. NAME SIGN
REMARKS
LOC.
STANDARD
LIGHT
NUMBER
SIGNALS
DON'T WALK
0
0
POLE OR MAST ARM MOUNTED
61-5-100
n6 F
2] E nH [M]
15'(S)
SV -1 -T (C)
MAS (C)
BERKSHIRE ROAD
_T
14 151 "7 1-D
(S)
C.O.B. STD. ST -26
60'(S)
MAS (C)
LT -MAT (C)
1A
TV -2-T (C)
SP- 1 -T (C)
02
02
(S)
29-5-100
N]
n6 n2 n6 nHF
15'(S)
SV- 1 -T (C)
MAS
SP -1 -T P
04
02
STINE ROAD
114 15 171101
(S)
C.O.B. STD. ST -26
55 I /C%\
-4C (C)
R3-4 ON MAST ARM
1A
TV -1 -T (C)
SP -1 -T (C)
02
04
R5
@I
(S)
1A
TV -1-T (C)
El
P
29-5-100
2 7 B] [�L
n6 FIFIF
15'(S)
SV -1 -T (C)
MAS (C)
SP -1 -T (C)
06
04
BERKSHIRE ROAD
14171101
(S)
C.O.B. STD. ST -26
55'(S)
MAS (C)
LT -MAT (C)
1A
TV -2-T (C)
SP -1-T (C)
04
06
(S)
26-4-100
16 2 7 B nK
-]F]Fln
15'(S)
SV- I -T (C)
MAS
SP- 1 -T (C)
06
06
STINE ROAD
14171170
(S)
C.O.B. STD. ST -26
45'(S)
-4C (C)
R34 ON MAST ARM
1A
TV -2-T (C)
r -_n
(S)
I
POLE SCHEDULE NOTES A:
(S) CITY SUPPLIED, (C) CONTRACTOR SUPPLIED.
NEW SIGNAL POLES, SIGNAL POLE AND LUMINAIRE MAST ARMS, SIGNAL POLE AND LUMINAIRE MAST ARM CONNECTION HARDWARE,
AND ANCHOR BOLTS WILL BE CITY FURNISHED AND DELIVERED BY THE CONTRACTOR TO THE SITE FROM THE BAKERSFIELD
MUNICIPAL AIRPORT AT 2000 SOUTH UNION AVENUE. CONTACT CITY'S ELECTRICAL SUPERVISOR AT LEAST 48 HOURS PRIOR TO
PICK-UP. ALL OTHER EQUIPMENT SHOWN IN THE POLE SCHEDULE, EXCEPT STREET NAME SIGNS, SHALL BE FURNISHED BY THE
CONTRACTOR. ALL PEDESTRIAN PUSH BUTTONS SHALL BE PER ADA STANDARD SPECIFICATIONS.
0 ESS I o1v
S I NG/-/
REGIS TERED Cl VIL ENGINEER C 80507
Exp. 3-31-19
CITY OF BAKERSFIELD
1501 TRUXTUN AVENUE
BAKERSFIELD CA 93301 c A�__
REVISIONS
No. DA TE DESCRIP TION
qq�A,7 / /
271 / /
ffi.&Nm
GfFNHRAL NOTES:
1 ALL UNUSED, SALVAGED MATERIAL SHALL BE DELIVERED, BY
THE CONTRACTOR, TO THE WASTEWATER PLANT #2 AT MT.
VERNON AVENUE SOUTH OF HIGHWAY 58. CONTACT THE
CITY's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR70
DELIVERY AT (661) 326-3152.
2 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 THE CONTRACTOR'S.
SIGNAL CONSTRUCTION NOTES I* -
El CONTRACTOR SHALL INSTALL CITY FURNISHED TYPE 170E CONTROLLER AND 332 CABINET ASSEMBLY. SERVICE SHALL BE 120v/240v TYPE III -BF, FURNISHED
AND INSTALLED BY THE CONTRACTOR. PULL BOX IN FRONT OF CONTROLLER SHALL BE #6. PULL BOX ADJACENT TO PG&E ELECTRICAL SERVICE POINT
SHALL BE PG&E #043459.
F21 CONTRACTOR SHALL INSTALL CONDUIT FROM ELECTRICAL SERVICE POINT PG&E #043459 PULL BOX TO TYPE III -BF SERVICE PEDESTAL. ALL OTHER PULL
BOXES SHALL BE #5 UNLESS OTHERWISE NOTED.
ALL NEW SIGNAL INDICATIONS SHALL BE 12" LED "RED," "GREEN," AND "YELLOW" PER THE SPECIAL PROVISIONS, "TRAFFIC SIGNALS AND LIGHTING .
n4 CONTRACTOR SHALL FURNISH AND INSTALL'A CUTOFF LED TYPE III DISTRIBUTION LIGHTING FIXTURE ON POLE 0 @ 0 0 QUALIFIED FOR ROADWAY
USAGE. LIGHT OUTPUT FROM THE NEW FIXTURE SHALL BE EQUIVALENT IN BOTH PATTERN AND SPREAD TO A 200 WATT HPS COBRA HEAD LUMINAIRE. ALL
WARRANTY PERIODS NOTED IN THE CITY STREET LIGHT SPECIFICATIONS SHALL APPLY, PER THE CITY OF BAKERSFIELD, PUBLIC WORKS DEPARTMENT, LED
STREET LIGHTING SPECIFICATIONS, DATED JUNE 01, 2015.
F 51 THE CITY IS CONSTRUCTING CURB RETURNS AND PAVING AT THE NORTHEAST AND SOUTHEAST CORNERS. ADDITIONAL CURB, GUTTER, SIDEWALK AND PAVEMENT
WILL BE CONSTRUCTED BY FUTURE DEVELOPMENT.
n6 LOCATIONS OF ALL STANDARDS AND FOUNDATIONS SHALL BE MARKED IN THE FIELD BY THE CITY ENGINEER.
n7 CONTRACTOR SHALL INSTALL FOUR (4) CITY -FURNISHED OPTICOM 711. PREEMPTION DEVICES. SEE STATE OF CALIFORNIA STANDARD PLAN ES -4E.. THE
CONTRACTOR SHALL FURNISH AND INSTALL CABLES AND MOUNTING HARDWARE (PELCO AB -121). ONE OPTICOM 764 PHASE SELECTOR UNIT WILL BE INSTALLED
IN THE CABINET BY THE CITY. EXACT HARDWARE MOUNTING PLACEMENT SHALL BE DETERMINED BY THE TRAFFIC ENGINEER IN THE FIELD. THE CONTRACTOR
SHALL PROVIDE AN ON SITE EVP TECHNICIAN 48 HOURS PRIOR TO TURNING ON SIGNAL.
TO IMPROVE THE VISIBILITY OF THE PEDESTRIAN SIGNAL FACES, THE CONTRACTOR SHALL INSTALL PEDESTRIAN SIGNAL FACES AS SHOWN ON THE PLANS, AND
ADJUST THE PEDESTRIAN SIGNAL PHASING. PEDESTRIAN SIGNAL FACES WILL BE MODIFIED IN THE FUTURE BY OTHERS.
CONTRACTOR SHALL CONSTRUCT FOUNDATIONS FOR POLES @ & 0 IN THEIR ULTIMATE LOCATIONS. CONTRACTOR SHALL INSTALL No. 5 PULL
BOXES AND ALL ASSOCIATED CONDUITS TO THE FOUNDATIONS, FOR USE AFTER FUTURE SIGNAL MODIFICATION BY OTHERS.
nio CONTRACTOR SHALL INSTALL CITY SUPPLIED STREET NAME SIGNS PER THE SPECIAL PROVISIONS, "OVERHEAD SIGNS".
r --n
1111 NOT USED.
n12 LOOP DETECTORS SHALL BE TYPE "D", AND TYPE "E" WHERE INDICATED ON THE PLANS.
n13 CONTRACTOR SHALL INSTALL CONDUITS AND PULL BOXES FOR CONDUIT RUNS #22, #23, #24, #27, #28 AND #29 IN FUTURE SIDEWALK AREA.
[14 CONTRACTOR SHALL REMOVE & SALVAGE EXISTING STREET LIGHT, INCLUDING REMOVAL OF FOUNDATION, DISCONNECTING AND ABANDONING SERVICE PER
STATE OF CALIFORNIA STANDARD SPECIFICATION 86-7.
n15 CONTRACTOR SHALL- INSTALL CITY, SUPPLIED ENCOM RADIO. ANTENNA SHALL BE INSTALLED ON POLE (D. CONTRACTOR SHALL CONTACT CITY OF
BAKERSFIELD TRAFFIC ENGINEERING DIVISION (661) 326-3994 FOR FINAL PLACEMENT OF ANTENNA. CONTRACTOR SHALL SCHEDULE AN ENCOM ANTENNA
TECHNICIAN TO PROGRAM THE ANTENNA PER THE SPECIAL PROVISIONS, "INTERCONNECT RADIO SYSTEM".
6,1-1892
A
-rRAFFIC 010NAL NOrEO EITY RECORD No.
File Nome: STINE AT BERKSHIRE -20, rown: S. LOWE TRAFFIC SIGNAL and LIGHTING SYSTEM INSTALLATION SHEE T NO.
E
CITY OF -BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TOK221 I ngineer.- S. LOWE
Dote: Sep. 21, 18 Checked By STINE ROAD AT BERKSHIRE ROAD 20 OF 29
0 1 2
I
Lli
3:
0
Cf)
m
r-)
Ld
0
0
:�i
n
ml
E
a)
4-1
cn
_0
06
V_
0
c\j
ry
III
m
Li
0)
0
Z5
_0
0
k
n
ll__�
CIO
0
Li
ry
ui
m
ui
u�
c\j
0
0
Q0
0
V)
Li
3
0
Q:�
n
I-,'
m
<
R/W c'
7
— — — — — — i— Lu
c
C/3
LU
Lu Lj_
C/3
Of
5
111L
Lij
6 20
0,1 LLj
>
< 6J4U
6 4L
LL_
LLJ
11L
111L
A 6,14
6J4
O6J4L
i i L
26 06'
CONTROLLER CABINET DETAIL RM
illu
",stl)J'4u
6,14U
NO T TO SCALE 6J4L
25
RM
5
R/W 0
77 9
08
All
06P��
ll�_� Md
02
am
EDGE OF PAVEMENT
4-02",
9
R/W
NEW DRAINAGE SWALE
—NEW
CURB
AND GUTTER
x
IFNEW
EDGE OF
PAVEMENT
SCALE: 1 " = 20'
A
IF E S S / o1V
S I G/y
Ql) �T
PEIII'GIS TERED Cl VIL ENCINEER C 80507
EXP.3-31-19
CITY OF BAKERSFIELD
1501 TRUX TUN A VENUE
BAKERSFIELD, CA 93301 OF -
REVISIONS
No. DA TE DESCRIP TION
2
3T
,�A
471
HANNELIZERS
oil
16 RM
17 18
19
TYPE A HMA DIKE 04 08 ---- ---- ---- ----
02P� J7U Rj7H RRH
t lb I INU tUUt Ut- tjAVtMtN I
8J6U
285'
8J8L
x
#043M59 PG&F PULL BO
\-Z
RIGHT TURN LANE
0 W� --Typp,,P,, nPTPrTC)R N PG & F R
5,1�7� 11111111121�4
214L
214U
2141
5JlL
23
212U 212L R[W
24
13
'-'7www7 N Eam' V f4eZ. 0^ c�
Fileftme-STINEATBERKSHIRE-20 rawn: S. LOWE
PUBLIC WORKS DEPARTMENT Job No.: TOK221 Engineer: S. LOWE
Dote: Sep. 21, 18 fVS 6
11-11- lChecked By
6,1-1892
III! 1111111�
TRAFFIC SIGNAL AND LIGHTING SYSTEM INSTALLATION:
STINE ROAD AT BERKSHIRE ROAD
SHEE T NO.
21 OF 29
0 1 2
I
NOTE: TRAFFIC STRIPES AND PAVEMENT MARKINGS
ON THIS SHEET ARE SHOWN IN THEIR ULTIMATE
LAYOUT AND CONFIGURATION AFTER THE
COMPLETION OF THIS PROJECT. SEE SHEET
23 & 24 FOR THE REMOVAL AND INSTALLATION OF
TRAFFIC STRIPES AND PAVEMENT MARKINGS.
5,1�7� 11111111121�4
214L
214U
2141
5JlL
23
212U 212L R[W
24
13
'-'7www7 N Eam' V f4eZ. 0^ c�
Fileftme-STINEATBERKSHIRE-20 rawn: S. LOWE
PUBLIC WORKS DEPARTMENT Job No.: TOK221 Engineer: S. LOWE
Dote: Sep. 21, 18 fVS 6
11-11- lChecked By
6,1-1892
III! 1111111�
TRAFFIC SIGNAL AND LIGHTING SYSTEM INSTALLATION:
STINE ROAD AT BERKSHIRE ROAD
SHEE T NO.
21 OF 29
0 1 2
I
LLJ
3:
0
1
LIJ
cf)
�z
m
Li
0
n
:�i
a
00
0
CN
E
a)
Cn
06
V_
ol
ry
m
Cn
1-11
V)
mv A Ipjji� Wz ;lip
I i IiIIWA171 �111111 0 Aill!F&S I - - � Arms
CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING PAVEMENTA MINIMUM OF 1 FOOT FROM EXISTING EDGE OF PAVEMENT, EXCAVATE TO A DEPTH OF 1.40 FEET,
COMPACT NATIVE TO 95% RELATIVE COMPACTION, AND BACKFILL WITH 1.10 FEET OF CLASS 11 AGGREGATE BASE, COMPACTED TO 95% RELATIVE COMPACTION,
AND THEN INSTALL 0.30 FEET OF TYPE "A" HOT MIX ASPHALT.
NEW PAVEMENT CROSS SLOPES SHALL BE STRAIGHT GRADED BETWEEN SAWCUT LINE AND LIP OF NEW GUTTER.
CONTRACTOR SHALL GRADE A 1 FOOT STRIP AT A 2 PERCENT GRADE, BEHIND BACK OF NEW SIDEWALK, CREATING A HINGE POINT, AND THEN DAYLIGHT GRADING
AT RIGHT OF WAY LINE AS SHOWN ON THE PLANS. WIDTH OF SIDEWALK SHALL BE 6 FEET BEHIND CURB AND GUTTER FLOWLINE.
NOT USED
CONTRACTOR SHALL GRADE NATIVE GROUND TO DRAIN TOWARDS TOE OF NEW DRAINAGE SWALES. TOE OF SWALES SHALL BE AT A -0.50% GRADE. THE DIFFERENCE IN
ELEVATION BETWEEN THE TOP AND TOE SHALL NOT EXCEED 18 INCHES. ON THE SOUTHEAST CORNER, FINISHED GRADE OF THE BACK OF FUTURE SIDEWALK SHALL BE
ESTABLISHED BY RELOCATING EXISTING BERM AND DIRT PILES THAT LIE WITHIN THE RIGHT OF WAY. CONTRACTOR SHALL GRADE NATIVE GROUND TO SLOPE FROM THE
RIGHT OF WAY LINE TOWARDS THE TOP OF EXISTING DRAINAGE DITCH AND TOE OF NEW DRAINAGE SWALE.
CONTRACTOR SHALL REMOVE TREES PER SPECIAL PROVISIONS, "CLEARING AND GRUBBING".
CONTRACTOR SHALL REMOVE CONCRETE HEADWALL AND FILL EXISTING PIPE WITH SLURRY PER SPECIAL PROVISIONS, "REMOVE CONCRETE" AND "ABANDON PIPE".
CONTRACTOR SHALL RELOCATE EXISTING CHAIN LINK FENCING PER SPECIAL PROVISIONS, "MODIFY CHAIN LINK FENCING".
CONTRACTOR SHALL INSTALL TYPE "A" HOT MIX ASPHALT DIKE PER STATE OF CALIFORNIA STANDARD PLAN A87B, AND THE SPECIAL PROVISIONS,
"HOT MIX ASPHALT (TYPE A)".
(110) CONTRACTOR SHALL INSTALL SURFACE MOUNTED CHANNELIZERS PER STATE OF CALIFORNIA, STANDARD PLAN A73C, AND THE SPECIAL PROVISIONS, I'CHANNELIZERS".
CHANNELIZERS SHALL BE 1 FOOT MINIMUM FROM THE OUTSIDE EDGE OF THE HMA DIKE AND SPACED 8 FEET ON CENTER.
C)
0
4--1
IVA
Id
ry
::F
fy
Lli
m
Ld
z
I—
C/-)
C\j
v
0
0
0
V)
F-
u
LIJ
D
0
ry
CL
I--,'
&i
MONUMENT ON BERKSHIRE ROAD A T
BOULDER BAY ROAD (S TA. 2+,38.86)
ELEV - 352.69
CENTERLINE OF BERKSHIRE ROAD BETWEEN BOULDER
BA Y ROA D A ND S TINE ROA D, SOU TH 89 * 03' 18 " EA S T
WAS USED AS THE BASIS OF BEARING
TYPE ""A"" HMA DIKE FLOWLINE STATIONS AND
OFFSETS (
PERKSHIRE ROAD ALIGNME
SOUTHEAST CORNER:
STA.
10+32.25-47.30'RT, BEGIN HMA DIKE
STA.
10+32.25-35.30' RT
STA.
10+33.20-2-8.90' RT
STA.
10+35.88-22.98' RT
STA.
10+39.91-17.88'RT
STA.
10+44.51-13.29' RT
STA.
10+49.50-9.12' RT
STA.
10+54.84-5.42' RT
STA.
10+60.41-2.07' RT
STA.
10+65.24-0.57RT, END HMA DIKE
NORTHEAST CORNER:
STA.
10+32.62-77.49'LT, BEGIN HMA DIKE
STA.
10+35.06-69.12' LT
STA.
10+37.17-62.97' LT
STA.
10+39.71-56.99' LT
STA.
10+42.84-51.29' LT
STA.
10+46.55-45.95' LT
STA.
10+51.05-41.26' LT
STA.
10+56.14-37.52' LT
STA.
10+61.98-34,.28LT, END HIVIA, DIKE
1111iiii liq ��11 lroas
CONTRACTOR SHALL INSTALL CONDUIT(S), NO. 3-1/2 PULL BOX,STREET LIGHT, FOUNDATION, AND INLINE FUSE,
PER CITY OF BAKERSFIELD STANDARD ST -23, ST -23A, ST -23B, ST -23C & ST -26
ZLPOINT OF ELECTRICAL CONNECTION FOR STREET LIGHTING.
v
v
ENDCURB AN)) GUTTER;
__7
--E-,C-.R-.,t+L-E-LEV. 355�36
Z\__ A
�3-r/NEF
to
C4
9
7p,
1
10041m
WARP
U)
6
6
Id'S
.................... ...... ........ ......
STA. 10+00 (BERKSHIRE ROAD)
STA. 20+00 (STINE ROAD)
CENT,I=RLINE INTERSECTION
....................... 11 ... ................ ..........
RE OCATED FENCE
n
C-1
UL
0
<
W
< cr
W
x
Lu
Lu
Cf3 LuL__
W
STA. 10+53.-57-79.84' L -T
BEGIN CURB AND GUTTER;
ns
B.C.R.; FL. ELEV. 356.63
WARP
U)
6
6
Id'S
.................... ...... ........ ......
STA. 10+00 (BERKSHIRE ROAD)
STA. 20+00 (STINE ROAD)
CENT,I=RLINE INTERSECTION
....................... 11 ... ................ ..........
,�j
z
A
z
W
W
U-
0
W
W
RELOCATED FENCE
STA. 10+83.57-50.00' LT
SCALE: 1 " = 30'
8_9�_06'5611 E r <
X
J
STA.- 1-1 +92.24-2.50' LT
---HMA ANGLE POINT
STA. 10+94.35 LT
HMA ANGLE POINT
RAN
-TA. 10+94.35-38.00'RT
END CURB AND GUTTER;
E.C.R.; FL. ELEV. 354.75
�ST A. �10 + �64. 3 6 �-6 8. �16' �RT
-GUTT-ER;
BEGIN CURB AND
B.C.R.; FL. ELEV. 355.66
_OE OF EXISTING BERM
TOP OF EXISTING BERM
6,1-1892
r#TfAffAW ffflf Al
AT T
�,Jjjj I � 111111111 Pno mi.
File Nome: STINE AT BERKSHIRE-20�' Drown: S. LOWE FFIC SIGNAL AND LIGHTING SYSTEM INSTALLATION:
"ITY `F BAKERSFIELD r'"'ALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TOK221 Engineer: S. LOWE
Dote: Sep. 21, 18 Pecked By STINE ROAD AT BERKSHIRE ROAD
I I
0
SHEE T NO.
22 OF 29
2 3
NOTE: TRAFFIC STRIPES AND PAVEMENT MARKINGS
ON THIS SHEET ARE SHOWN IN THEIR ULTIMATE
LAYOUT AND CONFIGURATION AFTER THE
COMPLETION OF THIS PROJECT. SEE SHEET
23 & 24 FOR THE REMOVAL AND INSTALLATION OF
TRAFFIC STRIPES AND PAVEMENT MARKINGS.
,�j
z
A
z
W
W
U-
0
W
W
RELOCATED FENCE
STA. 10+83.57-50.00' LT
SCALE: 1 " = 30'
8_9�_06'5611 E r <
X
J
STA.- 1-1 +92.24-2.50' LT
---HMA ANGLE POINT
STA. 10+94.35 LT
HMA ANGLE POINT
RAN
-TA. 10+94.35-38.00'RT
END CURB AND GUTTER;
E.C.R.; FL. ELEV. 354.75
�ST A. �10 + �64. 3 6 �-6 8. �16' �RT
-GUTT-ER;
BEGIN CURB AND
B.C.R.; FL. ELEV. 355.66
_OE OF EXISTING BERM
TOP OF EXISTING BERM
6,1-1892
r#TfAffAW ffflf Al
AT T
�,Jjjj I � 111111111 Pno mi.
File Nome: STINE AT BERKSHIRE-20�' Drown: S. LOWE FFIC SIGNAL AND LIGHTING SYSTEM INSTALLATION:
"ITY `F BAKERSFIELD r'"'ALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TOK221 Engineer: S. LOWE
Dote: Sep. 21, 18 Pecked By STINE ROAD AT BERKSHIRE ROAD
I I
0
SHEE T NO.
22 OF 29
2 3
Li
3:
0
1
Llj
m
0
0
_j
0
:�E
Cl -
00
N
E
Q)
C/�
06
Lli
ry
ry
Li
m
LLJ
V)
3:
0
0
n
0
Lij
n"
::F
V)
bi
m
I—
ui
C\j
(N
\If,
CD
CD
CD
Ld
0
ry
n
11-11'
m
MA, AL
CONTRACTOR SHALL REMOVE CONFLICTING TRAFFIC
STRIPES AND PAVEMENT MARKINGS WHERE INDICATED
ON THE PLANS.
CONTRACTOR SHALL INSTALL TYPE IV ARROWS.
CONTRACTOR SHALL INSTALL TYPE VII ARROWS.
CONTRACTOR SHALL INSTALL TYPE VIII ARROWS.
CONTRACTOR -SHALL REFRESH TRAFFIC STRIPES AND/OR
PAVEMENT MARKINGS.
CONTRACTOR SHALL INSTALL DETAIL 22.
CONTRACTOR SHALL INSTALL DETAIL 29.
CONTRACTOR SHALL INSTALL DETAIL 32.
CONTRACTOR SHALL INSTALL DETAIL 38A.
CONTRACTOR SHALL INSTALL DETAIL 39.
G11 CONTRACTOR SHALL REMOVE ROADSIDE SIGNS WHERE
INDICATED ON THE PLANS AND PER SPECIAL PROVISIONS.
CONTRACTOR SHALL INSTALL "SIGNAL" PAVEMENT MARKINGS.
CONTRACTOR SHALL INSTALL "AHEAD" PAVEMENT MARKINGS.
CONTRACTOR SHALL INSTALL 1 FOOT WIDE STOP BAR/CROSSWALK.
CONTRACTOR SHALL RELOCATE ROADSIDE SIGNSWHERE
INDICATED ON THE PLANS AND PER SPECIAL PROVISIONS.
CONTRACTOR SHALL INSTALL ROADSIDE SIGNS WHERE
INDICATED ON THE PLANS AND PER SPECIAL PROVISIONS.
CONTRACTOR SHALL REMOVE AND SALVAGE EXISTING W3-1 AND
INSTALL W3-3 ON EXISTING POST.
GENERAL STRIPING NOTES a -
ALL TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL CONFORM
TO THE 2010 STATE OF CALIFORNIA STANDARD PLANS.
2 LANE WIDTHS OF NEW STRIPING SHOWN ON THE PLANS ARE SHOWN
IN FEET AND CAN BE MEASURED IN THF, FIELD AT THE SPECIFIED
STATIONING FROM EXISTING CURB AND GUTTER FLOWLINE, EXISTING
EDGE OF PAVEMENT AND/OR EXISTING STRIPING.
lu
W A
m Alk Imman
/ , I I " w%- �o \"
RAN RAN EXISTING CURB AND GUTTER
RNV
R/W
00
CENTERLINE OF BERKSHIRE ROAD
co
21#
CN
C>
00
a I C
353 LF �V>
549 SF m
---- -- C\j
R/W 1-r-rco Z
EXISTING CURB AND GUTTER
R/W
f3E9K0HlK`E 90AC>
hk
% -- — — — — — — — — �_ — — — — — — — — — —
5ERKOHIKE
\17
< �7
16 R26(CA) ___l__l___-DRAINAGEDITtH
N R26(CA
7
C�s
R/W
A\
Of
UJ
z
LL
CL (D 5 LiJ 'LU
Lu, UJ LJJ
0 0 0 <
ui ui fl -
C:)
ai uj uj
co LO 'n
m
+ LO + + +
3 27 SF
to co to R26(CA)
6 93 LF
CURB'AND GUTTER T) 339 LF
/—R/W -.4 - -----
<
2
UW) U)
RW
F
T
N�...
CENTERLINE, OF BERKSHIRE ROAD
0� OR
c6 c7i
21' CN 06 r-_: ClIj 1,512'RADIUS
c:; C4
Cy>
233 LF 1,524'RADIUS 1,512'RADIUS
(D
195.44'TANG ENT
8.1 7.5 CN
............ 04 cl� 195.44'TANGENT 1,512'RADIUS 590 SF
-4- — — ---------
1 85 SF
t 9 10
f�li R7 2-8�T-PN - #_
C114
s
13 8 f F' 1,500'RADIU
d
Cl? 1 61 SF
co U3 27 SF 15 6' -RADIUS-' ClIj ui
+ I AAN 0 r%IHC C.0
Iva 14 90 LF
51 +
------ CN co
15 SF =m=_ -
U3 31 SF >
C\j
C\j
U2 64 SF
C6 C6 69 SF
4 1 1 9 425
W3-3 RM 1 61 SF LF 1 69 SF 15 SF
9 430 LF tn R/W
zi + + +
EXISTING CURB AND GUTTER co
11"(D15 SF
9 226 LF (GORE AREA)
06
E ff-
`3 E ko"K uc'00-37 H 19 E 90A0 f
+:
File Name: STINE A T BERKSHIRE- 20 Drawn: S. LOWE
CITY"F BAKERSFIELD t"%ALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TOK221 Engineer: S. LOWE
Dote: Sep. 21, 18 Checked By.- Arj b
61 SF
34 SF/
71 SFJ'
Lu
_lj
OrINE
��?c
,,jFESS/0�
S I NGIt
CO
? */,*is `_
Ql) �T - yr- 7i��
REGIS TERED CIVIL ENGINEER `J C 80507
Exp.3-31-19
CITY OF BAKERSFIELD C
1501 TRUX TUN A VENUE
BAKERSFIELD, CA 93301
No. DA TE DESCRIP TION
171 //
'271 / /
'371 / /
4-71 / /
OVERALL STRIPINO LAYOUT
NOT TO SCALE
CURB AND—
GUTTER
W
U-
06
0 W'
W
>
ry
<
Q_ �
z
0 C)
I—
CIO
Lu
_lj
OrINE
��?c
,,jFESS/0�
S I NGIt
CO
? */,*is `_
Ql) �T - yr- 7i��
REGIS TERED CIVIL ENGINEER `J C 80507
Exp.3-31-19
CITY OF BAKERSFIELD C
1501 TRUX TUN A VENUE
BAKERSFIELD, CA 93301
No. DA TE DESCRIP TION
171 //
'271 / /
'371 / /
4-71 / /
OVERALL STRIPINO LAYOUT
NOT TO SCALE
CURB AND—
GUTTER
DRAINAGE DITCH
,—RELOCATED FENCE
CURB AND GUTTER
R/W
EXISTING EDGE
OF PAVEMENT)
I --E.P. r-RIW
W . 0
R/W E. P.
E. P.
BE
>/ lZI)
LUA\
F-
01
I
SCALE: 1 " = 40'
6,1-1892
OrKIPINO ANO 010NINO PLAN [C—ITY RECORD No.
TRAFFIC SIGNAL AND LIGHTING SYSTEM INSTALLATION:
STINE ROAD AT BERKSHIRE ROAD
x
rM40jup-Al
SHEE T NO.
23 OF 29
2 3
W
U-
0 W'
W
>
ry
<
Q_ �
0 C)
DRAINAGE DITCH
,—RELOCATED FENCE
CURB AND GUTTER
R/W
EXISTING EDGE
OF PAVEMENT)
I --E.P. r-RIW
W . 0
R/W E. P.
E. P.
BE
>/ lZI)
LUA\
F-
01
I
SCALE: 1 " = 40'
6,1-1892
OrKIPINO ANO 010NINO PLAN [C—ITY RECORD No.
TRAFFIC SIGNAL AND LIGHTING SYSTEM INSTALLATION:
STINE ROAD AT BERKSHIRE ROAD
x
rM40jup-Al
SHEE T NO.
23 OF 29
2 3
0
1
Li
m
Q
LIJ
75
n
Nt
(�i
00
E
cn
>;
c6
0
Li
,w
-F
LLJ
m
n
U)
0
u
0
D
:F
cn
,le
n1l
Lu
m
0
CN
I--,'
cn
bi
0
ry
m
A A A or A
mal a Imalk
f3EKKOH19iff 90A0
z
(00
CURB AND GUTTER
13T
A
\OFESS/0,
I NG/-/
Lu rn
PECIS TERED Cl VIL ENGINEER C 80507
Exp. 3-31-19
CITY OF BAKERSFIELD
1501 TRUXTUN AVENUE
BAKERSFIELD, CA 93301
REVISIONS
No. DA TE DESCRIP TION
,S A171 / /
EDGE OF PAVEMENTJ
GENEPAL STRIPING NOTES:
6- 6 LF
ALL TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL CONFORM
TO THE 2010 STATE OF CALIFORNIA STANDARD PLANS. 1 kOl 15 LF
LANE WIDTHS OF NEW STRIPING SHOWN ON THE PLANS ARE SHOWN EDGE OF PAVEMENT::::
IN FEET AND CAN BE MEASURED IN THE FIELD AT THE SPECIFIED
STATIONING FROM EXISTING CURB AND GUTTER FLOWLINE, EXISTING
EDGE OF PAVEMENT AND/OR EXISTING STRIPING.
I \'
I' `—EXISTING FENCE
EXISTING EDGE OF PAVEMENT
R/W
EXISTING FENCE
----A J5 31 SF
EXISTING EDGE OF PAVEMENT
1 61 SF
17
12 32 SF
j 1
EXISTING CURB AND GUTTER
R/W
-------------------- ------------
5EKKOHIRE
OVERALL STRIPING LAYOUT
NOT TO SCALE
ag
6,1-1892
ROA P
01
v OTKIPINO ANO 010NIN0 PLAN [-
CITY RECORD No.
File Nome: STINE AT BERKSHIRE-200rawn: S, LOWE TRAFFIC SIGNAL AND LIGHTING SYSTEM INSTALLATION: SHEE T NO.
i" ALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TOK221 Engineer- S, LOWE
Cd*` IN T Y 0 FBAKERI!63FIELD, %IoJq�% Fate: Sep. 21, 18 Pecked By.. PJA STINE ROAD AT BERKSHIRE ROAD 24 OF 29
1 1 1 is I I
0 1 2
I
LIJI
Lu
Z:
LIJ
0
cr-
0
ct)
Im
<
<
0
ry I
LLJ
C/)
Lu
J
uj
F-
-7,
ui
C)
All'
I \'
I' `—EXISTING FENCE
EXISTING EDGE OF PAVEMENT
R/W
EXISTING FENCE
----A J5 31 SF
EXISTING EDGE OF PAVEMENT
1 61 SF
17
12 32 SF
j 1
EXISTING CURB AND GUTTER
R/W
-------------------- ------------
5EKKOHIRE
OVERALL STRIPING LAYOUT
NOT TO SCALE
ag
6,1-1892
ROA P
01
v OTKIPINO ANO 010NIN0 PLAN [-
CITY RECORD No.
File Nome: STINE AT BERKSHIRE-200rawn: S, LOWE TRAFFIC SIGNAL AND LIGHTING SYSTEM INSTALLATION: SHEE T NO.
i" ALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TOK221 Engineer- S, LOWE
Cd*` IN T Y 0 FBAKERI!63FIELD, %IoJq�% Fate: Sep. 21, 18 Pecked By.. PJA STINE ROAD AT BERKSHIRE ROAD 24 OF 29
1 1 1 is I I
0 1 2
I
532-020-08
Re Name.* Basin—Detafl
Job No.: 108-24.12
Oate: 912412018
Drawn: MAS
Engineer 1JP
Checked By. jDS
9124
EGISTERED CIVIL ENGINEER
D -er
ETT
C
H- - U- L ER
I- V-'--I---L----E i N I -� E R SK,
-ilLro-aft-93
(a) EXCAVATE SUMP ADDITIONAL 0.20' DEEP
ALL DIMENSIONS ARE APPROXIMATE
VERIFY DIMENSIONS IN THE FIELD. NOTIFY ENGINEER OF ANY DISCREPANCIES.
I N
I 'N E I
L=-T.AN*k
ADDITIONAL CAPACITY = 0.13 AC -FT
REQ'D ADDITIONAL CAPACITY = 0.13 AC -FT
HIGH WATER ELEVATION = 345.0
EX. BOTTOM ELEVATION 334.5
PROPOSED BOTTOM 334.32
EX. BOTTOM AREA 32,000 SF
PROPOSED BOTTOM AREA = 31,854 SF
EXISTING SIDE SLOPES APPROXIMATE 2.25:1
PROPOSED SIDE SLOPES APPROXIMATE 2,25.1
BASIN EXCAVATION = 326 CY
EXISTING CHAIN
LINK FENCE VARIES VARIES
17'-10' 45$-75$ 0.40'
NATURAL
GROUND
N 041
— EX. BOTTOM
7= i -ir='
TYPICAL SECTION
NOSCALE
EXIS77NG BASIN EXPANSION DETAIL
JFJ-r4-P AP �;;11;-;llr
,I/
m4l
,of ESS /av
C.D IANJ. PARKS rn
rn
No. 58155 ;a
Exp. 6-30-20
C/vl
OF CAN -
1 inch = 30 ft.
6,1-1892
SHEET NO.
25 OF 29
.4
4a
m
I
LO
04
C
0
04
17
It
04
I
00
0
1
I
Ike
a
N,
n
CIO
0
(N
11,
E
Cn
_0
06
0
Li
r'K
_17
M
cn
I-'
V)
0
r')
C_
0
CL
I--,"
V)
0")
0
4�
LIJ
Cn
\11
nl�
bi
M
Ld
z
F__
Cn
C\A
0
0
Q0
0
V)
0
0
Of
W
9. 0" ESS I o
30' MINIMUM PARKWAY PLANTER MAX.,.- VARIES 9.0
D 1�_ -_ ::: I �1007 5. 0" 4. 0" 1 NGky
SEE NOTE 14' MIN TYP. �PIPE SEE NO TE 10. 6 0.5' rod, G,
14' MIN SLEEVE* t)P- 5.0" 4 0"
MM4.
�X\X�
QD
W rri
SHADED BE LANDSCAPED *PLACE IRRIGATION PIPE/WIRE IN A SLEEVE PER DETAIL L-3 WHEN CROSSING 0 5" rod Z 60" Rle-GIS TERED Cl VIL ENGINEER C 80507
ALL OTHER AREAS SHALL HAVE ACCEPT- UNDER ROADWAY OR HARDSCAPE. SLEEVES WHICH PASS UNDER ROADWAY 0.5 rod.,
10, 0" Radius 6. 0"
ABLE HARD SURFACE TREATMENT ONLY. SHALL ENTER MEDIAN IN A LARGE RECTANGULAR PLANTER. t)P. � . , I Z 11 � Exp. 3-31-1
Finished pavement 10.0"
grode. Existing
@LANDSCAPING LIMITS W [M MWIANS: PLAN k7 0. 5 rod 10,0" pavement
1 24. 0 14 �
610" So. � �, 1 17 f CITY OF BAKERSFIELD
4. 0" C V
0. 5 rad,
1 �1/ - 1507 TRUXTUN AVENUE
4. 0'
MOWER RAMP: SEE 111 1 -1 1 F
18" WIDE BORDER OF HARD SURFACE ±9"(CURB) BAKERSFIELD,, CA 93301 OF C A,\ -
TREATMENT SEE DETAIL "E" Q '\N,
SECTION & DETAIL C.
D
7-7-7-
'777
��\" \ \1 , \ � " �\, 4
.1 1 L_ J if - I . -
REVISIOMS
INN
4
See Note 14 below.
T
14 T)P. 12. 0 No.
7YPE "Mi. I
9. T_ 6.5" DA TE DESCRIP TION
12.5'
4
SEE PLANS
7 E- T- 24. 0 J
VARIES - p. T-1-1- -
-711' MIN 8 MIN
V_c � - 9. 0"
7 0. 5" rod,
J, -7-
7 -J, t)P_ 4. 0"
TYPE "B T)a TYPE "Mor 50"
ZONE "l ZONE 72 ZONE "J
HARD SURFA CE TYPICALLY HARD SURFACE PLANTERS & HARD SURFACE PER NOTES BELOW.
TREA TMEN T ONLY TREATMENT, SEE NOTE 2. NOTES
1. A# workmanship and materials shall conform to the 6. 0"
@ QE TAX 0 NO TES:
F TWIC
AL MMIAN: aAN WE opplicable sections of the specifications entitled 'State of
10.0"
1. All workmanship and materials sholl conform to the 7 Expansion joints shall be constructed at each side of structures, Colifornia, Department of Transportation, Standard Existing 3
4' 2* applicable sections of the specifications entitled 'State of at ends of curb returns and at 60.0' maximum intervals. Weakened Specifications' -hereafter known as 'Standard Specificotians',' povement.
I I' (OR LESS) 11' MINIMUM current City approved edition.
California, Department of Transportation, Standard plane joints, 2 0 deep, sholl be placed at 10. 0' maximum intervals
SEE NO TES 2 & J. 4. 0"
114 PER f ER FT Specifications' hereafter known as "Standard Specifications, and at both sides and center of drive approach depressions.
114 P 2 A current Street Permit issued by the City of
curren t Cif Expansion )bints may be eliminated for extruded curb and gutter
y a0prOved edition.
Bakersfield Public Works Deportment must accompany a//
4" TO FIN. GRADE
MOWER RAMP PLAN (1 TO MULCH) 2. A current Street Permit issued by the City of Bakersfield 8 Expansion joint filler material sholl consist of preformed strips of work within the City fight-of-woy. TYPE See Note 15 below.
Public Works Deportment must accompany all work within the durable, resilient compound that conform to the requirements of
2"MA SEC T1 ON "D SEC T1 ON "E City right-of-woy. the Standard Specifications. J Subgrode for T)pe 'Y"curb shall be constructed true to
grade and cross section and compacted to 901'. of 10 Men new T)pe Vcurb is poured adjdcent to existing pavement, the
maximum dry density as determined by ASTM D-1557 to a existing pavement shall be sawcut a maximum of 6 0'from the face of curb
Z N A14 @ ZQN -.3 - DE TAIL J Subgrade for all types of curb and gutter sholl be 9. Sections of existing curb and outter beino removed for
@ jPE "I" DET -L depth of 6.0"below top of subgrode. or as directed Pavement patch shall conform to the requirements of City
SEC ON "C- C SEE NOTE 1. SEE NOTES 2 & J constructed true to grade and cross section and compacted replacement sholl be sowcut at [he limits of removal as directed Standard ST- 11.
to 907. of maximum dry density as determined by ASTM by the City Engineer. 7he section being removed shall be a 4. Concrete for median curb shall conform to the
@ 90 ffR RAMP QE TAIL D-1557 to a depth of 6.0"below top of subgrode, minimum of 5.0'in length and sowcuts shall align with existing joint requirements of the Standard Specifications for minor 11. Construction of extruded curbs shall be controlled both horizontally and
SEE DETAIL 16" 10. Circular tree wells shall alternate with rectangular planters (See Details "A" or score line - Replacement sholl conform in- dimension and location concrete (min. cement content 505 lblcu yd). Concrete vertically with string line.
and 18�). Shape of plonter areas moy vory from those shown provided that o// 4. Concrete for curb and gutter shall conform to the to the adjacent existing improvements unless otherwise directed shall contoin no additives unless prior opproval is obtained
NO TES- (less irrigation water opplied is contained within plonter area requirements of the Standard Specifications for minor concrete 10. Sections being replaced may be poured against existing from the City Engineer 12 Two 14 longitudinal rebar (one 14 rebor on T)pes M-1 and M-2 curbs)
1. Mere width, inside back of curb is less than 11' 11. Mere there is a significant difference in elevation between curbs on opposite (min. cement content 505 lblcu yd). Concrete sholl contain sholl be placed within the nose sections of all medion islands. The bars
than 8, pir ie� r� width):, as in Zone "I" only the use of no additives unless prior opprovol is obtained from the City pavement, if in good condition and with prior approval of the City
hard surfoke treatment Is I allowed sides of the median, the installation of retaining curb may be Engineer. Engineer. Otherwise, the existing pavement shall be sowcut a 5. Amber forms sholl be surfaced on the side placed next shall run continuous through the nose and be embedded a minimum of 2.0
2. Londscoped (Irrigated) Planters shall be allowed in required to retain soil and irrigation water inside the planter area. minimum of 2.O'from the edge of concrete or as directed. to the concrete ond shall not be less than 1.5thick after into the adjacent curb. Nose sections with rodii of 1.0'or less shall be
Zone `l2`" onl 12, Install "mower' romp at both ends of every island Preferred "m a wer romp 5. Timber forms shall be surfaced on the side placed next to Pavement patch sholl conform to the requirements of Standard being surfaced. Forms and subgrode shall be wetted solid concrete.
y with prior approval from City Engineer location is at left lum pockets. the concrete and shall not be less than 1.5'thick after being Detail ST -11. immediately prior to placement of concrete.
and Recreation and Parks Director 13 A# areas below hordscope sholl be compacted to 9OZ relative compaction to surfaced. Forms and subgrade shall be wetted immediately IJ T)pe V-1" and 'M-2" (tock on) median curbs ore only allowed with
3 A minimum 18" (1.5) wide border of hard surface a depth of 6" (0.5). prior to placement of concrete, 11. Prior to final acceptance, oll new curb and gutter sholl be flow 6 Concrete surfaces shall be troweled smooth, edged and prior permission of the City Engineer.
treatment is required adjacent to the bock of curb 14. Maximum tree spacing is J5' OC. Trees and other features shall comply with tested to detect areas holding water. Any areas holding more than then given a light broom finish. Immediately after finishing, Combination
Sidewalk 1
all exposed surfaces sholl receive a complete, uniform 14. For T)pe V-1" curb, drill and set in epoxy 80'long 14 rebor at 4.0'
throughout Zbnes '2$' and "J" line of sight restrictions. 6. Concrete surfaces shall be troweled smooth, edged and 0.02' of standing water shall be corrected
11 z coating of while pigmented curing compound conforming to 0
4. Mere planters ioccur in Zones 7' and "T" the hard 15. See Details t -9 and L - 10 for soil preparation and planting requirements. then given a light broom finish. Immediately after finishing, maximum inter vals. A continuous longitudinal 14 rebar shall be tied to each
the requirements of the Standard Specifications. -1 4 -9 [CR19CR, t)p.
surface border sholl slope inword towards the plonter 16. Any and ol( changes sholl be opproved by the Recreation and Parks Director o# exposed surfaces shall receive a complete, uniform coating 11. Type 18"curb and gutter is required on all types of streets vertical bar. Epoxy shall meet the requirements of Section 95 of the
at 114 " per foot & City Engineer prior to implementation. of white pigmented curing compound conforming to the unless another tyrie is expressly permitted by the City Engineer. 7 Expansion joints shall be constructed at 60'moximum Standard Specifications.
5 Mere the minimum planter width does not occur 17 This Project is Subject to the Requirements of the California Deportment of requirements of the Stondord Specifications. The concrete
intervals. Weakened plane joints, 20'deep, shollbefoloced /7.
for 30 consecutive feet, only hard surface treatment surface shall be kept moist until the curing compound is 12 T)pe 'C'curb and gutter moy be permitted by the City Engi 15. For T)pe V-2" curb, a 9.0'wide continuous, uniform layer of epoxy or
Woter Resources Model Water Efficient Landscape Ordinance (MWEO) and any neer
shall be installed &V '2 /1� �67,7 Ramp Curb and Gutter per
other Applicable State and Local Regulation. Contractor is Responsible for applied. in private subdivisions. at 10'moximum intervals. Expansion joints may be adhesive sholl be applied to the existing pavement immediately prior to Standard Detail ST -1.
6 No turf shall be allowed in medions. Compliance with these Requirements. eliminated for extruded curb. concrete placement. fpoxy adhesive shall meet the requirements of Section
7 Where only hard surface treatment is installed (such as FILENAME: L-12REV 8. Expansion joint filler moteriol sholl consist of preformed 95 of the Standard Specifications. 0*'
DATE REV DATE REV DAM
in Zone 71 ), the hard surface sholl slope outward at 114" 5/17 10/15 strips of durable, resilient compound that conform to the 10/15
CHECKED
per foot See Detail "E" STANDARD DRAM STANDARD DRAWN requirements of the Standord Speciricotions. STANDARD DRAWN
8, A# concrete surfaces sholl be 4' thick. Stomped DAH/BW/DC JCU/BW JCU/BW
concrete shall contain integral color, color hardener & CHECKED CURB & GUTTER MEDIAN CURB CHECKED Romp slopes sholl meet requirements of Coltrans
LANDSCAPING UNITS F Gonzoles S. LESH 9. Sections of existing median curb being removed for $1 M S LESH ---------------------
tinted concrete sealer instolledper monulocttirer� SCALE N. T� S. TYPES "B" & "C" SCALE replacement shall be sawcut at the limits of removal as TYPES SCALE Standard Plans, current Clty approved edition,
specification. WITHIN MEDIANS STANDARD DETAIL N. T. S. directed by the City Engineer. 7he section being removed tIM-102 & IIM-2$t N.T.S. Detached unless otherwise shown on this detail.
APPROVED APPROVED SHEET NO. APPROVED SHEET NO.
9. Concrete color and design lo)out sholl be opproved by sholl be a minimum of 5. 0')n length and sawcuts shall
Sidewalk
the City Engineer and Recreation and Parks Director. CITY OF BAKERSFIELD -12 CITY OF BAKERSFIELD align with existing joint or score line. Replacement shall CITY OF BAKERSFIELD
CALIFORNIA L CALIFORNIA ST conform in dimension and location to the adjacent existing CALIFORNIA ST -2 -----------------------
CITY ENGINEER PUBLIC WORKS DEPARTMENT CITY ENGINEER L UBLIC WORKS DEPARTMENT improvements unless otherwise directed. CITY ENGINEER -PUBLIC WORKS DEPARTMENT Top a f Romp 4. 0' min.
Score Mark, NOTES: Landing Area
-------------------- - 1.511, min. - 2.07a max.
see Note 7 20" deep Weakened Adiist RAW or obtain 4. 0' 4. 0' min. 1. A# workmanship and materials shall conform to Lot Line 9 ---
Adjust RIW or obtain Detectable Warning
Ex Plane Joint, see Note 7 easement to accommodate No lip
ponsion full depth of opproach. 1.51. min. 207. max. 6 0" Min. the opplicable sections of the specifications 2.5' min. from lot line. easement to occommodote See Note 9. Surface, see Note 4.
Curb & Gutter per Join t 1.0- tip entitled 'State of California, Department of full depth of opprooch. 4
Transportation, Standard Specifications" hereafter A - 4. 0" min.
C4. 0 �-m in.�
Standard Detail ST -1. --T ----------- r - ------------- known as 'Standard Specifications, cu�rent City "A" RA
00 --- ------ --------- CASE
00 le o oo 4 1
oo,0.0 I I oppro ved edition.
Curb Romp per 40, lo, 6. 0" �SECWN A -A
Standard Detail ST -10. .0 n NO TES:
J* *#*., SECTION A -A 2. A current Street Permit issued by the City of Drive
41P Bakersfield Public Works Deportment must Way
-1 ,�e .0 40 accompany (2/1 work within the City right-of-way. 1. A# workmanship and materidIs shall conform to the 8 Concrete surfaces sholl be troweled smooth, edged and
lop 10.0, applicable sections of the specifications entitled 'State of
NOTES: then given a light broom finish Immediotely after finishing,
California, Department of Transportation, Standard all exposed surfaces sholl receive a uniform application of
between t A# workmanship and materials sholl conform to 8 Expansion joint Aller material sholl consist of preformed strips of J Subgrode for drive opproach shall be
jl/ 111. *#
,f pe '*** the opplicoble sections of the specifications entitled durable, resilient compound that conform to the requirements of the constructed true to grade and cross section and Specifications, hereafter known as 'Standard Specifications", white pigmented curing compound conforming to the
1 11 X* 40 4# '�5tote of Cofifornio, Department of Transportation, current City approved edition. requirements of the Standard Specifications.
Expansion I 1i e Standard Specifications compacted to 907. of maximum dry density as Az 2. A current Street Permit issued by the City of Bakerslield
Join t 4* Standards Specifications" hereafter known as 9. Expansion joints sholl be constructed at ends of curb
e '�tanddrds Spechricotions", current City opproved edition. 9 Sections of existing drive opprooch being removed for replacement determined by ASTY D-1557 to a depth of 60' Combination 8 JJ7. a JJ7. Combination Public Works Department must accompany all work within the returns. Weakened plane joints, 2 O'deep, sholl be placed
.10 sholl be sowcut of the limits of removal as directed by the City below top of subgrade. Sidewalk Sidewalk City fight-of-wqy.
3.0'min. at future Engineer The section being removed shall be a minimum of 5.0' in J A# new curb romps shall be Case 'A" Mere existing at top and sides of romp slopes and as directed by the
.0 #41 signalized intersections. 2 A current Street Permit issued by the City of 4. Concrete for drive approach sholl conform to City Engineer
I if Bakersfield Public Works Department must accompany length and sowcuts shall align with existing �fbint or score line. the requirements of the Standard Specifications conditions do not occommodate Case 'A " romps, other t)pes 10. Expansion joint filler material shall consist of preformed
�_f a// work within the City right-of-way. Replacement sholl conform in dimension and location to the adjocent for minor concrete (min. cement content 505 of romps moy be constructed with prior approval of the City strips of durable, resilient compound that conform to the
Score Mork Combination J Subgrade shall be constructed true to grade and existing improvements unless otherwise directed by the'City Engineer, Curb & Gutter Engineer. All new romps, regardless of t)pe, 'sholl comply with requirements of the Standard Specifications.
Right-Of-woY 60" Sidewalk Varies cross section and compacted to 90Z of maximum dry 10. Sections being replaced may be poured against existing pavement, lblcu yd). Concrete shall contain no additives the requirements of Standard Plans A88A, A886, A90A and 11. Sections of existing curb rarnp being removed for
Es density as determined by ASTY 9-1557 to a depth of See 10' Min. A908 per the State of California, Deportment of
if in good condition and with the prior opproval of the City unless prior approval is obtained from the City replacement sholl be sawcut at the limits of removal as
Engineer, Righ t J2'Mox See Note 7 Transportation, Standard Plans, current City approved edition
6" below top of subgrGde. Engineer Otherwise, the existing pavement sholl be sawcut a minimum directed by the City Engineer. Sawcut for sections being
czs % and all current ADA requirements, unless otherwise shown on
- 0, 20' of 2 0' from the edge of concrete or as directed Pavement patch A removed shall align with existing joint or score line
_Q 4 Concrete for drive opprooch shall conform to the 5 Timber forms shall be surfaced on the side this detail. 12. Sections of romp curb and gutter being replaced moy
min. 2. 07, min. 4. 1 max. requirements of the Standard Specifications for minor shall conform to the requirements of Standard DetGil ST -11. placed next to the concrete and shall not be less 5. 0' wl 6 0-1 4. T)pe and color of detectable warning surface shall be
2.07- concrete (min. cement content 505 lblcu yd). 11. Curb and gutter and bad than 1.5"thick after being surfaced Forms and Pi A curb height opprovedphor to installation be poured against existing pavement, if in good condition
07. m . -a- y of opprooch shall be poured subgrade shall be wetted immediotely prior to and with prior approval of the City Engineer. Otherwise, the
Concrete shall contain no additives unless prior separately, not monolithically, 5 Subgrode for curb romp shall be constructed true to grade existing pavement shall be sawcut a minimum of 2.0'from
opproval is obtained from the City Engineer placement of concrete. and cross section and compacted to 907. of maximum dry the edge of concrete or as directed Pavement patch sholl
Weakened Plane 12 No drive approach construction sholl be permitted in street or density as determined by ASTY D- 1557 to a depth of 6. 0'
4. 0" min. 5 Timber forms shall be surfaced on the side placed alley curb returns 6 Concrete surfaces shall be troweled smooth, for Local Street 4.0'minimum below top of subgrade. conform to the requirements of City Standard ST -11.
Join t 4.5' Sidewalk
next to the concrete and shall not be less than 1.5"
thick after being surfaced. Forms and subgrode shall U Edge of drive approach sholl be a min. of 25' from cdjocent lot line. edged and then given a light broom finish. 6. 0" -5.5' Sidewolk for CollectorlArter6l 6 Concrete for curb romp sholl conform to the requirements
be wetted immediately prior to placement of concrete, Immediotely after finishing, all exposed surfaces RIW Line of the Standard Specifications for minor concrele,Ifmin.
4.5' on all local streets, unless otherwise directed by the City Engineer. 14, Existing curb, if in good condition, may be sawcut and removed sholl receive a complete, uniform coating of white 1.0" L' 1. 5Z min. - 2 09 m ox, Driveway cement content of 505 lb/cu yd). Concrete sholl contain no
6 Concrete shall be troweled smooth, edged and then (curb cut to occommodote construction of new residentiol drive pigmented curing compound conforming to the 1P
6.5' on o# arterial and collector streets and on all local streets that are - --%- "� . additives unless prior opproval is obtained from the City
Variable adjacent to schools, hospitals, cornmerciol or industrial areas or as given a light broom Anish. Immediately after finishing, opproach or widening of existing approach. requirements of the Standard Specifications. -4 Engineer.
otherwise directed by the City Engineer. o# exposed surfaces shall receive a complete, uniform 1.: .4 7 Timber forms shall be surfaced on the side placed next to
coating of white pigmented curing compound conforming 7 Expansion joints sholl be constructed at both 60- Min. the concrete and shall not be less than 1.5" thick after being
Variable to the Standard Specifications. The surface of the Vol v0- ends of approach. Weakened plane joints, 2. 0 " 6. 0" Min. surfaced. Forms and subgrode shall be wetted immediately DATE
concrete shall be kept moist until the curing compound deep, shall be placed at center of opproach and SFX [I QN A -A prior to placement of concrete. 12/14
NO TES. is applied 'Sex at 10'maximum intervals or as directed by the DRAWN JCU/BW
8 Expansion joint filler moteriol shall consist of prefarmed 7 Expansion joints sholl be constructed at both �ko STANDARD CHECKED
1. All workmanship and materials sholl conform to the applicable strips of durable, resilient compound that conforms to the ends of opproach. Weakened plan �)in ts, 2. 0 - deep, �O City Engineer. S LESH
sections of the specirications entitled 'State of California, requirements of the Stanoard Specifications, sholl be placed at center of opproach and at 10.0 8 Expansion Jbint filler moteriol sholl consist of CURB RAMP SCALE
Department of Transportation, Standard Specifications"' hereafter N. T, S.,
maximum intervals and as directed by the City Engineer. preformed strips of durable, resilient compound SHEET NO.
known as Standard Specifications" current City opproved edition. 9. Sections of existing sidewalk being removed for replacement shall APPROVED
be sawcut at the limits of removal as directed by the City Engineer. that conform to the requirements of the Stondord
2. A current Street Permit issued by the City of Bakersfield The section being removed sholl be a min. of 5.0' in length and Specifications. CITY -OF-BA-K-ERSFfELD ST -10 -
Public Works Deportment must occompony all work within the 1\1� �1 . ci) CALIFORNIA
City righ t - of- way. sawcuts sholl align with existing joint or score line. Replacement *0 01 "Of", 9. Sections of existing drive approach being CITY ENGINEER I
shall conform in dimension and location to the adjacent existing �6. removed for replacement shall be sowcut at the PUBLIC WORKS DEPARTMENT .J
J Subgrade sholl be constructed true to grade and cross section improvements unless otherwise directed limits of removal as directed by the City Engineer.
The section being removed shall be a minimum of
and compacted to 90% of maximum dry density as determined by Ot
10. Combination sidewalk shall be used at intersections and bus stops oo
ASTM D- 1557 to a depth of 6 0" below top of subgrade. on o// arterial and collector streets and may be used at cul-de-socs 0 50'in length and sowcuts sholl align with existing 0061
4 Concrete for sidewalk sholf conform to the requirements of and knuckles on local streets. Alf other uses of combination sidewalk Pint or score line. Replacement shall conform in 0 %�,Nvo
the Standard Specifications for minor concrete (min. cement ore subject to the approval of the City Engineer. 77in. 0*. dimension and location to the aoj:icent existing
45't)p. improvements unless otherwise directed
content of 505 lblcu yd). Concrete sholl contain no additives 11. Any deviotion from standard in finish, color, or moteridIs used do
ONX
unless prior approval is obtained from the City Engineer. will require prior opproval from the City Engineer. 10. Sections being replaced may be poured against
5 Amber forms shall be surfaced on the side placed next to the 12 Transitions in sidewalk t)pes must be approved by the %-.1 existing pavement, if in good condition and with
prior opproval of the City Engineer. Otherwise, the
concrete and sholl be not less than 1.5 thick after being City Engineer. P0
surfaced Forms and subgrade shall be wetted immediatel 0\bO existing pavement sholl be sowcut a minimum of
prior to placement of concrete. y 13 All sidewalk construction shall comply with current �O 20'from the edge of concrete or as directed. NOT- T)pe "B" drive approach is only allowed
requirements for ADA. Pavement patch shall conform to the requirements with prior approval of the City Engineer.
6 Concrete surfaces shall be troweled smooth, edged and of City Standard ST -11.
then given a light broom finish. Immediately after finishing, DATE DATE REV DATE REV
o# exposed surfaces sholl receive G complete, uniform coating DRAWN 10/15 STANDARD DRAWN 10/15 11. Curb and gutter and body of opproach sholl be STANDARD DRAWN 12/13
of white pigmented curing compound conforming to the STANDARD JCU/BW JVH/BW poured separately, not monolithically. JVH/BW
CHECKED CHECKED CHECKED
Standard Specifications. Concrete surlace shall be kept COMBINATION SIDEWALK S LESH SINGLE FAMILY RESIDENTIAL SINGLE FAMILY RESIDENTIAL
S. LESH ESH 6,1-1892
moist until the curing compound is opplied SCALE DRIVE APPROACH -TYPE "A" SCALE 12. No drive opproach construction sholl be SCALE S. L
N. T. S. N. T. S. permitted in street or alley curb returns. DRIVE APPROACH -TYPE NTS
7 Expansion joints sholl be constructed at each side of IS APPROVED SHEET NO. APPROVED SHEET NO. APPROVED SHEET NO.
structures, at ends of curb returns and at 60' max interva 13 Existing curb, if in good condition, may be
Weakened plane jWnts, 2. 0" deep, sholl be placed at 10. 0' CITY OF BAKERSFIELD ST- 5 CITY OF BAKERSFIELD ST- 7 sawcut andremoved ("curb cutg to accommodate CITY OF BAKERSFIELD ST- 7.1
intervals with 0.25' deep score marks at 5.0' intervals. -CALIFORNIA CALIFORNIA construction of new drive opproach or widening of CALIFORNIA
CITY ENGINEER PUBLIC WORKS DEPARTMENT CITY ENGINEER PUBLIC WORKS DEPARTMENT existing approach. CITY ENGINEER PUBLIC WORKS DEPARTMENT C1700Y C)ErAIL5 Cmor APPIZOyt=02 CITY n'EFCORD No.
File Nome: STINE AT BERKSHIRE -20 rown: S. LOWE -rALLATION: SHEETNO.
CITY OF -BAKER450"ihFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TOK221 Engineer: S. LOWE TRAFFIC SIGNAL AND LIGHTING S TEM INS
A
L110'" Rodl.us
0
-0 rod
[118
4 X
;--P
T1
Date: Sep. 21, 18 lChecked By STINE ROAD AT BERKSHIRE ROAD 26 OF 29
0 2 3
0
1
<
Cf)
M
L -Li
n
0
n
00
T_
b
E
(D
4�
('�
(D
V)
C)
_0
3:
-0
C6
0
Qf
LJJ
M
<
LLJ
Cf)
V)
0
4-�
_0
0
k
.n
V)
0,71
3:
0
<
0
0
:3
<
1�
<
�7
Li
ry
-:F
cr)
V
ry
Li
M
<
Li
CN
0
(0
0
LIJ
0
ry
n
71
Portland Cement Concrete, see
SGWCUt Note 6 for concrete requirements.
- - - - - - - - - - - - - - - - -
4
4
4 Existing concrete surfacing.
--- - - - -
0. 4 1 1 � - I.. 1 1. - v I
J. . �� Z, � 1 .6 . "4 . . �11 . I - . . 13,0" Finish Grade
A, )Ukl Al
0 - 0 �-y, o'. J Jo
00
I D( 0 "' - tO'Aggregate Base, with 95Y. relative
C C,
z,&
compaction See Note 10 for requirements
1 FI! I F�! 11'..
4
Compacted subgrade or 2 sock
son
d cement slurry.
PAXH_ IN CONCRETE SUREA CE
Backfill compacted to 9OX
relative compaction
sawcut Asphaltic Binder
Asphaltic Binder
ADDITIONAL TRENCH WIDTH ("W')
Tack Coat
Tack Coot
CHECKED
S LESH
SCALE
NJ.&
X41"
Existing asphalt
concrete pavement.
V,
CITY ENGINEER
6.0"
larger than 24"
18.0',
Hot Mix Aspholt (HYA), see
J rY
Undisturbed material.
Notes 7 and 10 for requirements.
N_4 A
pipe in its alignment or grade. BackM moteriol up to the
4
J rcy �,J ry "'j
)"J,
vercu
0 t existing pavement lffbeyond
additionol bockfill. Ali bockM
J
edge of excavation, typical each side.
Aggregate Base, with 95Z, relative
�_X
6. SandlCement slurry containing 2 socks of cement per cubic yard may be
compaction. See Notes 7 and 10
I
Flexible Pi - Onl m be accepted for
pes y Class I or # oterial wi
for requirements.
r
Compacted subgrode or 2 sock
=-n
sand cement slurry.
U
PATCH IN ASPHAL T CONCRETE ROAD MIX SURFACE
NO TES:
1. A# workmanship and materials shall conform to the
opplicable, sections of the specifications entitled 'State of
Californio, Deportment of Transportation, Standard
Specifications,' hereafter known as 'Stondord Specifications",
curren t City
approved edition.
2 A current Street Permit issued by the City of Bakersfield
Public Works Deportment must accompany oll work within the
City nght-of-woy.
3 Sawcuts shall be made parallel to and at right angles to
the street centerline or curb line or as directed by the City
Engineer. Minimum atch width shall be 20'at its smollest
p
dimension.
4. Patches less than 20'from existing patches, edge of
pavement or gutterlmedian curb shall be enlarged to include
the remaining area of existing pavement
5 Multiple areas, less than 2.0'oport, sholl be combined into
one continuous patch as directed by the City Engineer.
6. Concrete for patches in concrete surface streets shall
conform to the requirements of the Standard Specifications.
7he cementitious material content of the concrete must be at
least 590 lb/cu yd Concrete shall contain no additives unless
7 Section for patches in asphalt concrete surfaces shall meet
the following minimum requirements. -
Local Street, - 0.40' Type A or Tffle 8 Hot Mix Asphalt (HYA)
over 0.50'aggregate base.
Artenol or Collector Street - 0. 70' T)pe A Hot Mix Aspholt
(HUA) over 1.0'aggregote base.
8. Wth prior opproval of the City Engineer, the structurol
section for larger areas of pavement patch may be designed
per the requirements of Section 5J.1.
9. Asphaltic binder tack coat shall conform to the
requirements of Section 39 of the Standard Specifications.
10. See City Standard Details ST -12 for trench bockM and
compaction requirements and ST -0 for roadway subgrade
compaction, aggregate base and HMA requirements
11. Patches in concrete streets overlaid with asphalt concrete
sholl meet the requirements for patches in asphalt concrete
streets.
prior approvol is obtained from the City Engineer. DATE 12/14
Edge Pick Hole
(Opr---,)
0. 5" x 0 J75' Di
0. 125- Deep
A
L
0. 5"
0. 75" L,
High
0.125
Concrete pad not to be poured until
paving is in place. Pad and lid to be 20'x 2.0'min. square
114" below new finish pavement grade. sawcut
25'x 2.5'max square
10 tetters
0. 06
O.J75"
0.25"
PLAN
12,125"
VOW -W0 ft WZA
MIN
10.1250
0. 375' - I
10. 875"
SEC TION A -A
Stomped disk with R. CC
or L.S number.
Disk shall be Leitz
No. 804-13 or
approved equol.
0 42" x 2 0 Shank
0
42"�-
,
High
ADDITIONAL TRENCH WIDTH ("W')
STANDARD
PAVEMENT PATCH
DRAWN JCU/BV
CHECKED
S LESH
SCALE
NJ.&
APPROVED
SHEET NO.
ST -11
CITY OF BAKERSFIELD
CALIFORNIA
_PUBLIC WORKS DEPARTMENT
CITY ENGINEER
Concrete pad not to be poured until
paving is in place. Pad and lid to be 20'x 2.0'min. square
114" below new finish pavement grade. sawcut
25'x 2.5'max square
10 tetters
0. 06
O.J75"
0.25"
PLAN
12,125"
VOW -W0 ft WZA
MIN
10.1250
0. 375' - I
10. 875"
SEC TION A -A
Stomped disk with R. CC
or L.S number.
Disk shall be Leitz
No. 804-13 or
approved equol.
0 42" x 2 0 Shank
0
42"�-
,
High
ADDITIONAL TRENCH WIDTH ("W')
Inside Diameter
of Pipe
Compacted Select
or Native A4cteriol
Bockfill
Class I Material
(grovel) or 2 Sock
Slurry Bockfill
less than 12
12. 0
4.0"
12 " up - to 24
12. 0
6.0"
larger than 24"
18.0',
12. 0
BockM material up to the pipe springline shall be hand placed
depth of 25' below finished grade. A# compaction testing sholl be performed in
and properly compacted so as not to damage or disturb the
the presence of the City Engineer. The number and location of compaction
pipe in its alignment or grade. BackM moteriol up to the
4
4
6. 0" dio,
additionol bockfill. Ali bockM
backfill is placed
A
APPROVED
exceed 0'loose lifts. Class I or // backM material may be
6. SandlCement slurry containing 2 socks of cement per cubic yard may be
4A
substituted for compacted backfill with the prior approval of the City Engineer.
Flexible Pi - Onl m be accepted for
pes y Class I or # oterial wi
4'
backfill within the pipe zone, except for flexible pipe Sewer
4
CALIFORNIA
required. Th e C(Gss I materiol shall continue to the pipe
springline. Men the sewer main line has a design grade of
4
4
2.5"
17# or greater, the Class I bedding and haunch backfill
.4
10" did. pipe <
4 -4
CITY ENGINEER
casing, see Note 9
Building paper or
pipe springline so as not to disturb or displace the pipe.
4
4 plastic sheeting
A Jr.
4
between pours.
bockfill in the pipe zone sholl be placed and compacted in not
1.00
12. 0" dia.
SEC TION THRU MONUMEN T
steel cap with
0. 625"
applicable sections of the specifications entitled State
0. 75"
NO TES:
Z Z/
of Cofifornia, Department of Transportation, Standard
1. A# workmanship and materials shall conform to the opplicoble
I
Specifico tions" hereafter known as '�5tGndard
sections of the specifications entitled '�tote of Calif
ornia, Deportment
ell
of Transportation, Standard Specifications" hereafter known as
I
'Standard Specifications" current City opproved edition.
_10�
(16
J A# frames and covers shall be gray cost iron, free from
with twist lock photocell (oriented north) and shall
worps, crocks, swells, and cold sheet, and shall hove a
conform to the latest requirements of the current City
workmanlike finish, Castings shall conform to the provisions of the
specifications for groriton costings, serial designation ASTY. A48
of BokersAeld LED Street Lighting Specifications.
�Iatest revision), class no. JOB.
4. The seats of frames and bearing faces of the covers shall be
Z
machined for G smooth, non -rocking fit between the two costings.
The name of the manufacturing company shall be on the
conform to the Stondord Specifications for T)pe 15
underside of the cover.
5 Costing shall be thoroughly cleaned and dipped twice in a
Concave depression
for quick dr)ing, jet-black asphaltic compound to provide a rust
surveying purposes.
resistant protective coating.
6 Concrete for monument foundotion and pod shall conform to the
will be required if distance between pole and face of
requirements of the Standard Specifications. The cementitious
material content of the concrete must be at least 590 lb/cu )d.
Concrete shall contain no additives unless prior approval is obtained
from the City Engineer.
7 Concrete pod shall not be poured until the final paving is
used with prior opprovol of the City Engineer.
completed Monument frame and cover shall be centered in the pod
and set 114" below the finished pavement grade. Pad shall be
troweled smooth, edged and then given a light broom Anish.
8. Immediotely after finishing concrete pad the exposed surface
shall receive a uniform opplicotion of white pigmented curing com-
0. 125"
pound conforming to the requirements of the Standard Specifications.
The concrete surface shall be kept moist until the curing compound
Disk and Stem to be is applied
cost together of bronze. 9. Pipe cosing shall be 10" diameter P. VC, VCR, A.B.S, or
as opproved by the City Engineer.
DATE 6/2/99
STANDARD DRAWN
JCU
CHECKED
SURVEY MONUMENT S. LESH
SCALE
N. T. S.
APPROVED SHEET NO.
Existing Paved
Future Streets or
Unpaved Areas Street Alley
Y - see Poe Op. Y - see
Toble gelow TL7ble gelow
Existing Pavement
2.5' of 95X relative compaction
in paved streets and alleA
Upper limit of pipe zone shall be 1.0'
q>
above top of pipe at its highest point,
Bdckfill in pipe zone compacted
to 9011. relative compaction. N
<b Springline
See Note J on page 2
--- ---------- - Pip e Haunch
ww� r �el
6. 0" Bedding Uct Pipe or Conduit
for Flexible Sewer Pipe,
see Note J on page 2.
0L
n
eriGI
NOTES
1. A# workmanship and materials shall conform to the
applicable sections of the specifications entitled 'State of
California, Deportment of Transportation, Standard
Specifications, hereafter known as 'Standard Specifications',
current City approved edition.
2 A current Street Permit issued by the City of Bakersfield
Public Works Department must accompany o// work within the
City righ t - of- way
SEE PAGE 2 FOR ADDITIONAL NOTES
1
0
-1
0
0
-0
0
<
a- _J
U) <
0
<
M
b
0
0
It
'0
Cq
V
.
CITY OF BAKERSFIELD I V, _,14
ST- 22
DOME HEAD DISK DE TAIL CALIFORNIA
7(
CITY ENGINEER PUBLIC WORKS DEPARTMENT
CITY OF BAKERSFIELD., CALIFORNIA
LJ
UJ Z
Lr- � _J
<
V) D
-, U
V)
In >_
i-
0 UJ
Of V;
0
UJ
Z Z'�
om- w
0� W
LLJ L, <
-V) a
Z t, Z
<
Z(n
<fy
X0
�_
U
UJ UJ Q
0- 0� _J
0 _J
C)
0 UJ
0XZ
< < 0
i
_J V)
0 1-
X a:
0 _J Z
0 , -W
Z U, 3:
0WW ;
_J i= M <
W 0 3: >-
a L� I-
X 0> -M vi
20 -';t,
> z5cc X.
a,
2 0,20-x
0 0 - I- 0<
Irm U -J
D- 'a 0Z LVX umi CZ,
w lo- ;= 0 <
w
-0 SO WW
00 2 V)
I
(n 'D
X ( Li 1- 0
W5 'W W, --i
0 1,- Z 0 _J
W LJUJOW0
2 2:2 Z 0. 0
Z LO,
_J 2:
Y 0
=Z� -ZC
> W, >
0 0
't a,- _*
I CN 0 64 0
X W L�
00 �: C, �>:e 0
04 Z C,4 Z
0 :D D
> IN 0 (N 0
of 1
O'n
V)
-3 :) o 5 oz
0 - _:)
Z LLJ --*-- L'J 4L-0:
0 0- 1 Q. I EAJ
U --J - _J -
X X ir
-1d
to, �1_ �
-4- a :*:0:2
1 Li I uj=)
CN Q: Cq O� _J
Outside diameter (O.D.) of pipe as
measured at pipe bell.
TRENCH WD TH REOUIREMEN TS:
PIPE SIZE
ADDITIONAL TRENCH WIDTH ("W')
Inside Diameter
of Pipe
Compacted Select
or Native A4cteriol
Bockfill
Class I Material
(grovel) or 2 Sock
Slurry Bockfill
less than 12
12. 0
4.0"
12 " up - to 24
12. 0
6.0"
larger than 24"
18.0',
12. 0
ADD177ONAL NOIFS-
J Backfi'll Requirements Within the Pipe Zone. -
4. Backfill Requirements Above the Pipe Zone:
R ill materiol shall be free of any deleterious A# Pi
ftiLd Pi pe bVes - BackM material above the pipe zone sholl be free of
pes - Bockf
material and sholl hove a Sand Equivalent of not less than 20 deleterious moteriol and shall not contain stones or lumps exceeding 4 0 in
and shall conform to the following grading,
greatest dimension. Material sholl be placed and compacted in not to exceed
2.0'loose lo�ers and each toyer shall hove compaction verified prior to placement
Sieve Size Percentage Passing
of additional backfill. Water flooding and ?tAng will not be allowed
Y4'(20mm) 1007.
No. 4 J5 - 100
5 A# trench backrill shall be compacted to 9070 of maximum dry density as
No. JO 20 -100
determined by AS7Y D 1557 The upper limits of trench bockM within existing
paved streets or ollep shall be compacted to 957. of maximum dry density to a
BockM material up to the pipe springline shall be hand placed
depth of 25' below finished grade. A# compaction testing sholl be performed in
and properly compacted so as not to damage or disturb the
the presence of the City Engineer. The number and location of compaction
pipe in its alignment or grade. BackM moteriol up to the
tests shall be determined by the City Engineer. Each toyer of backfill sholl meet
pipe springline shall hove compaction vedried prior to placing
the requirements for compaction, sand equivalent and gradation before odditionol
additionol bockfill. Ali bockM
backfill is placed
in the pipe zone shall be placed and compacted in not to
APPROVED
exceed 0'loose lifts. Class I or // backM material may be
6. SandlCement slurry containing 2 socks of cement per cubic yard may be
substituted for the above requirements within the pipe zone.
substituted for compacted backfill with the prior approval of the City Engineer.
Flexible Pi - Onl m be accepted for
pes y Class I or # oterial wi
7 For pavement patch requirements, see Standard Detoils ST -11 and ST -13
backfill within the pipe zone, except for flexible pipe Sewer
Main Lines, where a 6.0,"bedding of Class I material (gravel) is
CALIFORNIA
required. Th e C(Gss I materiol shall continue to the pipe
springline. Men the sewer main line has a design grade of
CALIFORNIA
17# or greater, the Class I bedding and haunch backfill
PAGE I of 2
requirement moy be eliminated. All bedding and haunch
CITY ENGINEER
back& shall be hand placed and properly compacted to the
pipe springline so as not to disturb or displace the pipe.
Placement and compaction of backfill up to the pipe springline
sholl be verified prior to placement of additional material. All
bockfill in the pipe zone sholl be placed and compacted in not
to exceed Iffloose lifts.
Class I and # material sholl meet the requirements of AS7Y D
steel cap with
2J21, with maximum aggregate size not to exceed 314"
applicable sections of the specifications entitled State
STANDARD
DATE 12/14
DRAWN
DATE 12/14
STANDARD DRAWN
JCU/BW
JCU/BW
TRENCH BACKFILL
CHECKED
TRENCH BACKFILL CHECKED
AND COMPACTION
S LESH
S LESH
AND COMPACTION
REQUIREMENTS
SCALE
N. T. S.
SCALE
REQUIREMENTS N.T.S.
APPROVED
SHEET NO.
APPROVED
SHEET NO.
CITY OF BAKERSFIELD
ST -12
CITY OF BAKERSFIELD ST- 1 2A
CALIFORNIA
CALIFORNIA
CITY ENGINEER PUBLIC WORKS DEPARTMENT
PAGE I of 2
CITY ENGINEER
PUBLIC WORKS DEPARTMENT PAGE 2 of 2
NO TES:
Cos t iron or
1. A# workmanship and materials shall conform to the
steel cap with
applicable sections of the specifications entitled State
set screws
6. 0'
of Cofifornia, Department of Transportation, Standard
Specifico tions" hereafter known as '�5tGndard
ell
Specifications" current City approved edition.
. . . ............................................ .............. 0�
2. Luminaire shall be solid state light emitting diode
with twist lock photocell (oriented north) and shall
conform to the latest requirements of the current City
of BokersAeld LED Street Lighting Specifications.
J. Steel pole, most arm, and arm connections shall
Z
conform to the Stondord Specifications for T)pe 15
lighting standard with 6.0'mast arm. Longer most arm
will be required if distance between pole and face of
V)
curb exceeds 80' Concrete or oluminum poles may be
used with prior opprovol of the City Engineer.
4. Pull box shall be size J- 112 and sholl be installed
_J
per the requirements of Standard Detail ST -2X
I-
W
W
5. Concrete for street light foundation and surrounding
pad shall conform to the requirements of the Standard
L -J L'J
Specifications for minor concrete (min. cement content
LC)
-
of 505 lb/cu yd). Concrete sholl contain no additives
0
unless prior opprovol is obtained from the City
Engineer.
W
_J _J __J
_J
6. Wiring from the utility company service box (" oint
p
�)
0
of connection to the pull box at the pole shall be
Q_
Street light numbering plate.
/10 min. -THW stronded copper. The utility company
shall be notified prior to, and a representative shall be
_J �! �2
I
4.0" x 6.5" hand -hole and cover with
present during any work within the utility compony�
Z!J5
0.25" x 1.5" reinforcement ring welded to
service box. Wiring from the pull box to the luminaire
W :Z.
outside of pole. Cover to hove stainless
shall be 112 min. THW stranded copper. Voltage drop
from the utility company service box to the luminoire
0: SZ-)
steel tamper -proof, hex reject screws.
shall not exceed 5Y. Voltage at the utility company
service box shall be 120V (240 V may be used in
05' IJ NC grounding nut welded to
certain circumstances subject to the approval of the
r�j cd
inside of pole opposite hand -hole
City Engineer).
12" x 12' x 1. 0" Bose Plate.
7 Grounding wire from the in -pole grounding nut to
W
M
the grounding rod shall be 18 bare solid copper An
(L
1ZS
in-line fuse holder with 6omp fuse shall be installed
X
UJ
4 AS TY A -307 anchor bolts, t 0" x 3 0' w/ hex
on the ungrounded conductor or conductors only and a
0.5" did. x 8' long copper or copper clod grounding
0Z
nut, leveling nut, and two washers for each bolt.
rod shall be located in the pull box.
LLI
Bolts sholl be held in position w/ anchor plate
0
per Coltrons Standard Plans detail ES - 6B.
8. Conduit shall be 1.5" diameter groy schedule 40
0 04 XJ 100
1.0 min. - 2.5" max. grout under base
rigid nonmetallic conduit conforming to Ut Standard Ut
after leveling, see detail on ST -22
651. Conduit shall have a minimum cover of 30" in
0-
rtr
paved areas (18" min. outside of paved areas). Smaller
a
4 Concrete pad surrounding light pole
4 'q
conduit may be used where the t)Pe of pole will not
.0
I 4 4 and pull box, See detail on ST -22
accept 1.5" conduit, subject to the opprovol of the
City Engineer.
4
1.5" Conduit with 12.0"
minimum radius bend
9. Golvanize steel pole and most arm after cutting,
4
4
Non -reinforced field -cost,
forming, and welding in conformance with ASTY A 12J.
concrete,
Golmnize oll removable ports, including anchor bolts
FILENAME: ST -29.3
cz,
.0,4
Youndotion. See Note 5 for concrete
4 4 '14 requirements.
4
4
and anchor plate, in conformance with ASTY A 153.
DATE
10/15
STANDARD
STANDARD
DATE 7/6/17
DRAWN
J.M.G
Undisturbed or
DRAWN
JCU
CHECKED
P.MARTIN
STREET LIGHT SPACING
ON MAJOR STREETS
4
40
compact ground
ed
'7
CHECKED
STREET LIGHT S. LESH
SCALE
NTS
4
0
4
4 APPROVED
SCALE
N.T.S.
SHEET NO.
APPROVED
SHEET NO.
CITY OF BAKERSFIELD
ST -23
CITY OF BAKERSFIELD 3A
CALIFORNIA
PUBLIC WORKS DEPARTMENT
Pop 1014
-
1 -
2.5'
CITY ENGINEER
CALIFORNIA Pege 2 of 4
PUBLIC WORKS DEPARTMENT 1
CITY ENGINEER
f ile Nome: STINE A T BERKSHIRE- 201 Dra wn:
S. L OWE
0
PUBL IC WORrl--*%+"'%,--L"�NODEPARTMENT
Job No.: TOK221 Engineer:
S. LOWE
Date: Sep. 2 1, 18 Checked
01.0
By. Ajbkv
2.0" deep weakened
plane joint. 6. 0"
t
t)p.
Y
6.0
�)?,o ESS/o
5 1 NG/ -1
Co
rT1
'RE6�)`S TERED Cl VIL EN NEER L -'j
C 80507
Exp.3-31-19
CITY OF BAKERSFIELD
�,r% C/vII\_
1501 TRUX TUN A VENUE
< 0 C
BAKE
RSFIELD
CA 93301
,
REVISION,�S
No. DA TE DESCRIP TION
FSA,
471
Grout under base,
t 0" min. 2.5 max.
0 0
Light
0 0
...P Pole
L .
..........
..........
E..x
6 0 to.
X
60"
4P. 6.0" thick concrete pad
W")r surrounding pole and pull
box. See Note 5 on ST-2JA
for concrete requirements.
Righ t - of- way -
L igh t Pole
Pull Box, see Stal
Detail ST -23C.
Light Pole and Pull
1. 5" Conduit
Sidewalk
J 27. Slope
4
�',X\ X,
4
6A Sf R A IT (PM
2.5' from face
of -curb.
MTN SiffIr L16wr POLE & PrAL
80X LOCAM Af N
Location of street light pole shall comply
with all ADA clearance requirements,
Pole & Pull Box to be
centered on lot line, t)p.
Lot Line Lot Line
Right-of-way
- �__ - - -_ --I -
Detached
P
Siqewolk
A Land -
5.0' minimum (typ.) from
edge of drive opproach. Righ t - o f- way
Drive Approach
Street light pole and pull box.
IW" SIXEI LIGif POLE& PIAL BOX LorA XW
A f aWRaQ LU ft-FAW Y OW AVAVA"S
AMP
M MR
- -
2 5' from face
of curb.
IYMQ shur I/wr POLE & PIAL
WX L OCA WZ X Rf WN AA t S WE IS
6,1-1892
SHEE T NO.
27 OF 29
Li
3: �
0
1
Li
�Z
M
r')
LIJ
0
In
N,
"5
n
00
�0
oo
0
(\A
I
E
a-)
4-a
Cn
I
0)
c6
T_
o
Cn
V
n"
Ld
M
Li
co
I,-,'
C
0
0
V)
CD
C_
0
4�
0
ry
:,F-
Cn
V
(Y
LLJ
M
LLJ
V)
I
1Z_
C\A
CN
\e
0
0
Q0
0
V)
F-
0
LJ
D
0
ry
n
LT191
2 3
60 wide concrete collar, if pull
�?,Cjf E S S / 0
box is not located in sidewalk.
See detod on ST -22
U" J' /""'A
Slope to match sidewalk,
21'. maximum.
Sidewalk
Street Light
SINGN
<
44-
_n=1 H=1
7 7 4
-
_4
t
REGISTERED CIVIL ENGINEER
7-
C 80507
(4Zj I . *.
14
Exp.3-31-19
... Li I E.'.' _L1 I -Li 1
CITY OF BAKERSFIELD
1", C/
2. 0 min. clearance
1501 TRUX TUN A VENUE
V
Precast concrete Pull Box,
box wall.
1b**d cWter
2" x 4" Wood Stake, min.
BAKERSFIELD, CA 93301
OF
Oldcostle model 81017 with
bolt down galvanized steel
JO"
rowd srf"t Of ;91*31kiko
JO'lonq or JO'min. long
lid or approved equal.
III
p
Street or Alley right of metal Stake.
)R�FVISIONS
�.Ov thick Gravel Bed,
way / Property Line
1- 112" gray Schedule 40
J14 max. ogg. size.
N"M -ERING QMEN LA PON
No. DA TE DESCRIP TION
PVC electrical conduit.
Install end bells on a//
C
Stamped or
Chiseled "S"
10 Gouge
Finished Grade Wire
1
conduits in pull box.
20 thick Mortar Bed to r:z
i2.
seal bottom of bow with
J14" PVC drain into gravel
Street
5
light pole.
4.5'min. 70'mox. cover
2
Ni%7
0" min. radius between pull
00
box and street light All
2.5' min. cover from top 0
Utility Conduits
others shall be 18 0" min.
To Street Light Pole
To Utility Service Box
(Point of Connection)
of pipe to curb flowline.
3
Rubber gosketed Cap or
hL/
NO TES:
4 0' rubber gasketed Plug.
05" or 0.625" x 8.0'
1. Mounting plate shall be opplied to a clean surface,
2J 0 min. Sewer lateral line, 4.0" did.
00 max minimum size with 1/1,, min, slope
qL 60 0 7mox.
4
copper clad Grounding Rod
(at street light pull box only).
2 Pole number mounting plate shall be
W Q[TAIL
a&L 80
Almetek EMP -2.5145 or opproved equal.
I ;� �
Sewer Main Line
J. Numbers shall be 2.5" JM high intensity Scotchlite,
NO TES:
Coil conductors and secure fuse
Almetek PS -25 series or opproved equal.
1. Street light pull boxes shall be located on either side
Fuse holder in pull boxes holder and splices at top of pull
at street light poles only. box with cable ties.
4 Numbers shall be blue on a white background
of, and in line with, the street light pole. Pull box moy
be located in front of the light pole with prior opproval.
1.5' - 2.0'of
5 Bottom of mounting plate shall be 9.0' above adjacent
Boxes shall be located within J.0' of the light pole and
slack wire between
grade, vdjiist as needed to clear li�ht pole hardware or
NOTES:
Installed flush with od)ocent sidewalk
connections.
appurtenances.
2 Intermedicte pull boxes shall be installed at not to
6 far street light installation standards, see Standard Details
1. All workmanship and materials shall conform 4. Lateral shall be installed to ensure 4.5"
exceed 200' intervals on a// conduit runs
Duct Seal Plug, min. 1.0"
to the applicable sections of the specifications
minimum and 7.0" maximum cover from
J A# pull box lids shall be marked "Street tights"
thick, in o// conduits.
ST -2J, ST -24 and ST -25.
entitled 'State of California, Department of
Transportation, Standard Specifications",
finished grade at end of line.
4. Conduit runs shall have no more than 270 degrees of
Waterproof
splice
hereafter known as 'Standard Specifications",
5. Laterals shall be located so as not to
bends between pulling points.
V
current City approved edition.
conflict with other utility lines.
5. Conductors shall be minimum size 110 THW stranded
copper with the exception of the wiring between the pull
I 18 Bore Solid
'�round Wlre
2. A current Street Permit issued by the City 6. See Standard Detail SW -7 for requirements
of Bakersfield Public Works Department must for connections to existing sewer main lines.
26.25"
box and the luminaire, which con be size 112. Larger wire
accompany all work within the City
25,25"
105.
0. 75
size will be required If circuit voltage drop exceeds 57.
Direct Burial
right-of-way,
1.5"
0. 625"
6. Wire splices shall be made with standard tin plated,
Ground Clamp
3. When new curb and gutter is poured, stomp
1.375"
\'-,, 117 77 7 7
uninsulated compression splices or copper compression
parallel splices. Insulate splices with heavy wall, adhesive
"S" into curb face over lateral location With
"S"
See Detail "A"
30"
based heat shrink tubing (JU 0400, 0800, 1100 or
INNER BOX DE TAIL
existing curb and gutter, shall be chiseled
approved equal). Install 1.5" of heat shrink post each end
into curb face.
10.0--1 t
of splice. Iff1th parallel splices, install JO of heat shrink
post each end of splice and crimp until adhesive has
FILENAME: ST-26REV
FILENAME: SW -1 SEWER LATERAL
2. 0' _T
F -CleGr Opening - 0. 5"
DATE
cooled to create a water tight seal around each conductor. 10/15
STANDARD DRAWN
DATE
6/2/99
STANDARD
DATE REV
10 1
U
Opening LO
17 0"
7 fuse holder shall be Ferraz Showinut FEB -11-11, 600V
GEG
DRAWN JCU
STANDARD REVDRAWN KDB
JOA or opproved equal. Install heat shrink tubing over
CHECKED
STREET LIGHT
CHECKED
POLE
CHECKED
SECTION B-8
terminations with a min. of I " extending over conductor
PULL BOX SCALE S. LESH
M. SHAW
NUMBERING SCALE
SEWER LATERAL Tw
insulotion. Fuses shall be 6A rated Ferroz Shawmut TRM6 N. T. S.
N. T. S.
ISHEET
SCALE N.T.S.
SECTION A -A
or Bussman, KTK6 -or, approved equal.
SHEET NO.
APPROVED
APPROVED
NO.
SHEET NO,
APPROVED
0. 5"
CITY OF BAKERSFIELD ST- 23C
CITY OF BAKERSFIELD ST- 26
CITY OF BAKERSFIELD sw- 1
CALIFORNIA Page 4 of 4
CALIFORNIA
CALIFORNIA
See Note 10
CITY ENGINEER VUBLIC WORKS DEPARTMENT
CITY ENGINEER PUBLIC WORKS DEPARTMENT
CITY ENGINEER PUBLIC WORKS DEPARTMENT
1. 0" pattern letters,
0. 125- high.
1. 0" Did.
1.5" sell draining 0. 1�5 h)qh, see Note
blind hole. 20 letters,
9. center hole
. . . . . .
4.0'm
sawcut
Concrete Pod, not to be poured
pick pattern
X. JL
ADDITIONAL NOTES:
New pavement surface 20'x 2.0'min. square until paving is in place, see Note 8.
SEW X
Manhole Bose Shelf, I Ou
2
5' x 2 5' max. square
XX1XX)116X1_1<
A A
CLE A NOUT,"
see Note 5. tle t
LI
3. Diameter of manhole shaft shall be
determined by number and size of
10. Concrete for manhole base and pad
shall conform to the requirements of the
41
4
Approved
-mastic
SEWER
y
or
Ei See Note 15
incoming and outgoing pipes. See
Standard Detail SW -4 for details.
Standard Specifications. The cementitious
material content of the concrete must
F77-7
r
Notch lid to See Note 10.
find pick hole.
0.625 pattern
letters, 0. 125"
Shelf - - - - - - -
4. Incoming and outgoing pipes shall
be at least 590 lb./cu. yd. Concrete shall
contain no additives unless prior approval
Buildingpooer or plastic
4
sheeting between pours.
2. O'J 1�6
1.0 pattern letters, 1.0 pattern letters,
high
extend 6.0"beyond the inside wall of
is obtained from the City Engineer.
4
high.
0.125 0. 125 "high. Location
CLEANQU T
- - - - - -
Sh eltl
manhole shaft. The channel between
the pipes shall conform to the shape
Precast manhole bases will not be allowed.
Concrete Foundation
MANH-OZE for country of origin.
J18" Pea
of the pipe bottoms and shall transition
uniformly between pipes of differing size.
11. The manhole base shall be poured
against undisturbed or compacted soil.
10.0"dia. x 70'
L L pipe collar
IF
NOTES:
IIJ2 Mochl'ned
8.0" min. thick
Manhole Channel, Inlet I
Where incoming and outgoing pipes ore
the same diameter, the pipe may be
The bottom shaft section shall be wet
1. All workmanship and materials shall conform
Surfaces
concretepod, seei
see Notes 4 5
laid through the manhole with only the
set or set in a preformed groove with
approved butyl rubber sealant. If shafting
to the applicable sections of the specifications
entitled 'State of California, Department of
Note 10 for concrete
mix requirements.
top half of the pipe being saw cut and
is wet set, the minimum thickness of
Transportation, Standard Specifications".
10.5
PLAN AT SURFACE
removed. Any rough or broken edges
shall be finished smooth with cement
concrete above main outlet pipe shall be
increased
Riser Pipe
hereafter known as 'Standard Specifications".
Toper Co ver
mortar. Channel for pipes entering from
to 6.0".
current City approved edition.
Concrete Manhole Pod,
Finished pavement PLAN AT BASE
the side shall be curved in the direction
of the main flow.
12. Concrete pad shall not be poured
2. All frames and covers shall be tested for
accuracy of fit and shall be marked in sets
Frame
Sawcut & finish with see Notes 10 & 12.
f e.
sur ac
until final paving is completed. Manhole
Standard 90' Elbow
prior to delivery.
a 0.5" rod
5. All channels shall be smooth finished
frame and cover shall be centered in
concrete pod. Surface of pod and frame
3. The seats of frames and bearing faces of
aE TA '"A
with a steel trowel. The shelf shall be
and cover shall be 0.125"to 0.25"below new
----- .....
the covers shall be machined for a smooth
sloped towards the channel at 5%. Shelf
shall be broom finished for slip resistance.
finished pavement grade. Pad shall be
troweled smooth, light
non -rocking fit between the two castings.
9. Manhole covers shall have a self draining
blind pick hole unless otherwise approved by
edged and given a
4. Castings shall be thoroughly cleaned and
160"max., 12.0"min. as
6. Pipe Waterstops (rubber gasket or 0 ring)
broom finish.
dipped twice in a quick -drying, jet -block
the City Engineer.
8. 0
min. measured from top of cone.
ore required on all plastic pipes entering
13. Frame and cover for manholes
asphaltic compound to provide a protective
coating.
10. The 2.0" pattern letters on the manhole
covers shall have one of the following
manhole.
constructed outside of paved areas
shall be left 6.0"higher than adjacent
Sewer Main L�ne
5. All frames and covers shall be gray cost
designations: "DRAIN" or "SEWER".
7. Precast reinforced manhole sections
grade and shall be surrounded by a 6.0"x
CLEANQUT
SEC
iron, ree from worps, cracks, holes, swells and
11. Cross hatch pattern shall be 2.0" x 1.0"
24" min.
and grade rings shall conform to the
6.0"circular concrete collar,
cold -shot, and shall have a workmanlike finish.
diamond mat, 0.125" deep.
2:1 Motor, dry pocked
provisions of ASTM C-478. When using
NOTES:
Highway loading should be HS 20-44.
(2. 0" max.)
eccentric cones, eccentric side of cone
14. Immediately after finishing concrete pad,
6. Costing shall conform to the provisions
NO TES.,
shall be installed in the upstream direction
the exposed surface shall receive a uniform
1. All workmanship and materials shall conform 7. Concrete for the cleanout foundation and pad shall
of the specifications for gray -ion castings,
FILENAME: SW -6 FRAMES AND COVERS FOR MANHOLES & CLEANOUTS
of the main flow.
application of white pigmented curing
to the applicable sections of the specifications conform to the requirements of the Standard
serial designation ASTM; A-48 (latest
DATE REV
10/17
See Note 8 1. All workmanship and materials shall
8. All manhole shaft and grade ring joints
compound conforming to the requirements
of the Standard Specifications. The surface
entitled 'State of California, Department of
Specifications. The cementitious material content of the
revision), Class No. 308
STANDARD REV DRAWN KD8
conform to the applicable sections of
'State
shall be filled with Xent Seal #2"or
of the concrete shall be kept moist until
Transportation, Standard Specifications",
'Standard
concrete must be at least 5901b./cu. yd. Concrete shall
7. The name of the manufacturing
FRAMES AND COVERS CHECKED
r
the specifications entitled of
approved equal butyl rubber joint sealant.
the curing compound is applied.
hereafter known as Specifications",
contain no additives unless prior approval is obtained
company shall be on the underside of
TW
FOR
California, Deportment of Transportation,
All interior joints of unlined manholes shall be
current City approved edition.
from the City Engineer. Building paper or plastic sheeting
the cover.
SCALE
MANHOLES & CLEANOUTS N.T.S.
Standard Specifications", hereafter known
as 'Standard Specifications", current
trimmed of excess joint sealant, mortared flush
15. For drop connections to manhole, see
2. A current Street Permit issued by the City
shall be placed between the foundation and pad to allow
future separation.
8. Manhole frame shall weigh not less than APPROVED
SHEET NO.
City approved edition.
with inside wall and 'wiped -smooth.
Standard' Detail SW -3.
of Bakersfield Public Works Deportment must
120 lbs. nor more -than 250 lbs.. The cover
CITY OF BAKERSFIELD SW -6
9. All manholes shafting, grade rings, and
16. For manhole frame and cover
accompany all work within the City
8. Concrete pad shall not be poured until final paving is
shall weigh not less than 120 lbs. nor more
than 200 lbs..
CALIFORNIA
48" min,
2. A current Street Permit issued by
the City of Bakersfield Public Works
bases for sewer main lines 18" diameter
"Ameron
requirements, see Standard Detail SW -6.
right-of-woy.
completed. Cleanout frame and cover shall be centered
in concrete pod. Surface of pad and frame and cover
CITY ENGINEER 11PUBLIC WORKS DEPARTMENT
See Note 3
k A-1
Department must accompany all work
and larger shall be lined with
T-Lock"or approved equal.
3. Cleonout elbow and riser pipe shall be of
shall be 0.125"below new finished pavement grade. Pad
within the City right-of-way.
the some material and diameter as main line.
shall be toweled smooth, edged and then given a light
See Note 11
broom finish.
See Page 2 for Additional Notes.
4. ollor around riser pipe shall be 10.0"
diameter VCP, ABS or PVC pipe.
9. Immediately after finishing concrete pod, the exposed
surface shall receive a uniform application of white
Pipe Woterstop,
5. Space between riser pipe and collar
pigmented curing compound conforming to the
o4
see Note 6.
shall be filled with clean 3/8"peo gravel
requirements of the Standard Specifications. The surface
Q3
4 4 - --- - -
- - -
to within 1.0"of top of riser. Remaining
1.0"shall be filled with "Kent Seal #2" or
of the concrete shall be kept moist until the curing
compound is applied.
See Note 10 for manhole base
Z! -f q
V - - - - -
- concrete mix requirements.
approved mastic for a water tight seal.
10. For the cleanout frame and cover requirements, see
4 4 4
FILENAME: SW -2 MANHOLE
FILENAME: SW -2A MANHOLE STANDARD NOTES
6. Backfill within 2.0'of the cleanout pipe
Standard Detail SW -6. FILENAME: SW -5 SEWER CLEANOUT
DATE REV
DATE REV
shall be compacted to 95% of maximum
'DATE REV
.4
10/1
STANDARD REV DRAWN
10/17
STANDARD REV DRAWN
dry density as determined by ASTM D-1557
for the full depth of the cleanout.
10/17
STANDARD REV DRAWN
KDB
CHECKED
KDB
CHECKED
KDB
0. A of Manhole Shaft' + 2. 0" min.
I
TW
MANHOLE SCALE
MANHOLE TW
"SCALE
SEWER CHECKED TW
6,1-1892
N. T. S.
STANDARD NOTES N.T.S.
SCALE
CLEANOUT N.T.S.
SECTION
SHEET NO.
APPROVED
APPROVED
SHEET NO.
SHEET NO.
APPROVED
CITY OF BAKERSFIELD SW -2
CITY OF BAKERSFIELD SW -2A
CITY OF BAKERSFIELD Sw-5
CALIFORNIA Per 1 of 2
CALIFORNIA
CALIFORNIA
CITY ENGINEER 111PUBLIC WORKS DEPARTMENT
CITY ENGINEER PUBLIC WORKS DEPARTMENT I Par 2 012 1
CITY ENGINEER PUBLIC WORKS DEPARTMENT
C1700Y__0E-rA1L0 rN07-APP90VEO)'r�1T
Y DE-
If A L CORD No.
CITY OF
BAKERSFIELD, d'""' ALIFORNIA
PUBLIC WORr"" DEPARTMENT
file Name: STINE AT BERKSHIRE-200rawn: S. LOWE
TRAFFIC SIGNAL AND LIGHTING S1Y0'%.':37EM INSTALLATION:
SHEE T NO.
Job No.: TOK221
Engineer: S. LOWE
STINE ROAD AT BERKSHIRE ROAD
28 OF 29
Fate: Sep. 21, 18 Checked By.-
2 3
LJJ
0
M
r-)
tAJ
F_
F_
0
I
(D
"5
n
6�
oo
0
CNA
E
Q)
4-a
r)
Q)
C/7)
C6
T_
o
'Ne
CY
W
M
C/-)
C:
0
T,
C)
C_
0
D
_0
0
L_
CL
11�
V)
0)
0
n
0
-1-1
ry
�T
U7)
M
bi
V)
0
F_
0
0
0
M
NOTES:
Locate sign at lot line closest to alignment
�)?,IoF E S S
1. All workmanship and materials sholl
conform to the applicable sections of
'State
Lot Line
of centerline of intersecting street. A
1. :
Right of Woy Line k,
L 4
Mounting Bolts, min. 2 per sign panel. See
S I NG/-/
(2
1�1
the specifications entitled of
California, Department
------------------ -A -------
Note 6 for mounting, hardware requirements.
of
Existing sewer main line Transportation, Standard Specifications",
hereafter known as "Standard
----------
Alternate location to be used when
sidewalk extends from the curb to
S TERED Cl VIL EIVGINtER
uJI C 80507
Specifications", current City approved
the property line, particularly in
EXP,3-31-19
lnj�ction molded PVC tee edition.
or wye Pipe Soddle
----------- ----- --- ---------
commercial areas. For ADA
with
rubber gasket joints. Z A current Street Permit issued by
the City of Bakersfield Public Works
il
i:
compliance, a min. of 48 clearance
is required from back of sidewalk
2 0" square golvonized steel Sign Post,
, 14 gouge with 7116"pre-punched holes on
CITY OF BAKERSFIELD
1507 TRUX TUN A VENUE
Department must accompany oil work
within the City right-of-way.
q>
In
�i .; Right of
Q>
N Way Line
to edge of sign post.
1.0' centers. Telespor or opproved equal.
Note. Sign post must meet NUT0
BAKERSFIELD, CA 93,301
TYPICAL LOCA TIONS FOR S TREE T SIGNS
IZ:1
3. For existing sewer main lines less
breakowo requirements.
y
MEVISIONS
than 18" in diameter, a licensed
Standard 118 bend contractor with the proper equipment
and0rd 118 bend;
may core into the City's line to install
Stainless steel strGp a saddle or remove a section of line
(Z15
0. 5" Radius, T)P_
6.0" from back of sidewalk.
No. DA TE DESCRIP
TION
to install a wye or tee. For main lines
2. 0'
T,
18" and larger, a manhole must be
constructed where connections are
is
AVE I
1
I
a - I 2.5" x 26" square Post Sleeve (w/ 7116"
knockouts) with 5116' x 35' thru bolt.
mode.
Z�a
!:: �,
Sleeve to 2.0"
4. Pipe saddles shall be injection
irst A
000
c:::- :.: 9
extend above sidewalk.
18.0,
2
4
molded PVC tee or wye fittings with
L 11 J
--,44�j
Concrete Footing,
rubber gasket joints or approved equal.
Saddle shall be sized to properly fit
PLAN WE the O.D. of the existing sewer line to
1.0-1 Length Varies (24" min.) 1.0"
11
U
see Note J
3
create, a no leak seal. Saddles- sholl be
Direction arrow mandotory.
10-
8. 0 min.
fastened to the existing pipe with a
minimum of 2 stainless steel straps.
Sign Plate
OVAIL OF SIGN PLATE
4
5. Opening in existing sewer line sholl
Theft proof
Fastener
be core cut and mode only large
enough to admit saddle fitting. No
NO ITS. -
portion of the saddle fitting shall
Standard 118 bend (22 112 extend into sewer main pipe.
NO TES.,
1. A# workmanship and matedols sholl comply with the applicable
5 Stop sign reflective sheeting shall be JM Diamond Grade
6. Where new sewer main lines are
1. A# workmanship and materials sholl conform to the applicable sections of
sections of the specifications entitled "State of California, Deport-
Cubed (D6J) or approved equal. School zone signs sholl have DG3
being constructed, all connections sholl
the specifications entitled "'State of California, Department of Transportation,
ment of Transportation, Standard Specifications" hereafter known
florescent green sheeting or opproved equal. A# other signs shall
be made using wye fittings installed in
Standard Specifications", hereafter known as "Standard Specifications'
current opproved edition I
as I
':5tondard Specifications" current City approved edition.
have high intensity grade reflective sheeting. A# signs sholl
line; cut -in fittings are not allowed
hove JU 1160A groffiti resistant overlay film or opproved equal
unless approved by the City Engineer.
See Standard Drawing SW -1.
2 Signs provided shall be accompanied by a certificate to show compliance
to City standards.
2 A current Street Permit issued by the City of Bakersfield Public
6. Sign panels shall be mounted with Hawkins T)Pe M2G series
J Sign plotes to be mode of 0. 125' aluminum plate, cut to dimensions
Works Department must accompany a// work within the City
right-of-wo .
Y
bolt and vandal proof nut assembly or opproved equal Sign
specified, Hawkins V228 -RSH or approved equal Plates shall hove Engineering
panels mounted on signal or other poles shall be attached with
Rubber Gasket
Grade, fully reflectorized finish, green background with silver lettering on both sides.
J Concrete for sign post footing shall conform to the requirements
stainless steel straps and Hawkins T)pe M2G series bolt and
Other formats only allowed with prior approval of the City Engineer.
of the Standard Specifications for minor concrete (min. cement
vandol proof nut assembly or Gpproved equal. Drilled holes sholl
Die Cost Aluminum
w1socket Head Set
4. Mounting bracket for sign plates shall be Hawkins model V14F-(HD)VP-105(90)
with Hawkins cap model V14F-(HD)14P-107(25) A#
content of 505 IbIcu yd) Concrete shall contain no additives
not exceed diameter of bolt by more than 1116' Top of post
Screws
post or approved equals.
ry sign panel mounting hardware sholl be theft proof Install two 5116" x J 112"
unless prior approval is obtained from the City Engineer.
is to be below top of sign panel by no more than 1.5"
Saddle
\.J
Theft
bolts through the post cap base and secure with theft proof nuts.
proof 5 Sign facing local
4. Sign panels shall be Standard size as denoted in the
MUT0, unless otherwise specified Sign sholl be made
7 Men sign post is installed in existing sidewalk, the sidewalk
shall be core cut
stem sholl
into
nut,
panels streets shall be standard size as shown above.
t)p. "Metro"
plates
not extend
the sewer main,
Sign panels facing collector or arteriol streets shall be size with
9. 0" panel height and 6. 0' toll lettering.
of 0 125" aluminum plate, cut to size per MUT0, unless
otherwise specified
Existing sewer main line 230 min.
6. See Standard Detail T-2 for sign post installation requirements.
60" max.
SEC i _\
SW -7 LATERAL CONNECTION TO EXISTING SEWER MAIN
T-01.DWG
,,FILENAME:
DATE REV 10 j�l 7.
STANDARD REV DRAWN KDB
CHECKED TW
LATERAL CONNECTION To
DATE 07/97
STANDARD DRAM GEG
dpoo,�_5116" x J 112" STREET NAME SIGN CHECKED BJD
Carriage Bolts
DATE 07/97
STANDARD DRAWN GEG
MISCELLANEOUS SIGN DETAIL CHECKED
BJD
SCALE
EXISTING SEWER MAIN N. T. S.
POST TYPE SCALE NTS
SCALE
APPROVED SHEET NO.
SIGN 'MOUNTING HARDWARE APPROVED SHEET NO.
APPROVED
NTS
SHEET NO.
CITY OF BAKERSFIELD Sw- 7
CITY OF BAKERSFIELD
C]ITY OF BAKERSFIELD
CALIFORNIA
CALIFORNIA T-1
CAUFORNIA T-2
CITY ENGINEER PUBLIC WORKS DEPARTMENT
CITY ENGINEER __LPUBLIC WORKS DEPARTMENTs
CITY ENGINEER PUBLIC WORKS DEPARTMENT
2. 0'
1�6
Additional Right-of-way
required at off corners
St
2�
5_3
Z:J
to provide for signal
con troller.
B k f
a e rs
IN 1\a'�,
5700
RAW
Back of Sidewalk
3 0' min.
t)P.
Length Vories
.Jr
T)picol interconnect conduit
and pull box location, when
required. See Standard -JO* from face of curb, t)p.
(P-)
Q__
ce- ZF
-
Detail T-32.
NOTES:
Q_J �,J "ZI
Bock of Sidewalk
1. A# workmanship and mGteriols sholl conform to the opplicoble sections
zz zz
of the specifications entitled "State of California, Department of Transportation,
Standard Specifications", hereafter known as "Standard Specifications", current
7t/,
R/W
C-kz L4.1
City approved edition
(IS
_J �3,
, s
No 5 size Pull Box (Oldcostle
Model NJO or approved equal)
�s
"Traffic
T
2 he sign panel shall be aluminum, 0 125 thick.
U�I
with lid marked Signal .
3 Sign shall be reinforced by mounting a 1.0" x 1.0" aluminum angle brace to
LZ
Pull boxes shall be set on 8 0"
thick grovel bed, J14" max. agg.
the top edge of the sign panel.
LJ
9 Q1
Ck-
size. See Detail at lower right for
4. The background sholl be green JU Diamond Grade Cubed (DG3) reflective sheeting
for t)pical location dimensions.
or opproved equal with a 1.0' white margin on o// sides.
L
lz_s
2 - 4. 0" dio. groy Schedule 40 P 14C rigid
5. The lettering sholl be white DGJ or opproved equal as follows.-
"E
nonmetallic conduits conforming to UL tondard
UL 651, t)p. each crossing. Connection at pull
Initial Letter - 80" Series -Modified' upper case
L _J
Q)
L 112's
box shall be made using 24.0" sweeps. Pull
rope
Subsequent Letters - 60" Series E -Modified" lower case
Qz
with tracer wire per Sec. 86-2.05c of the Standard
Block Numbers and Suffixes, when applicable - 4.0" Series "E-yodified'
--j
pt:
Specifications sholl be installed in each conduit.
WES-
6. Background and lettering shall be installed on both sides of sign panel,
EZ Z-5
1. A# workmanship and moterials shall conform to the
"State
7 Install sign panels using Most -arm Hanger Brackets, Hawkins Type U10 -J
adjustable and fixed series or opproved equal.
LQ N
Lkj L"i
L&J -IN
applicable sections of the specifications entitled
of California, Deportment of Transportation, Standard Bock of
Specifications" hereafter known as "Standard Specifications"
current Cit approved edition.
20'
Access Romp 0
8 Each bracket shall be mounted to the most arm with a double bond
-cR
of 314" heavy duty stainless steel strap.
-IN
2 This standard applies at off intersections of two major
1.0,
T
streets or any intersection designated for future signal
Back of Sidewolk
L
InSIG110tion.
J. Conduits sholl be installed with JO" minimum cover.
Pull Box /OcatkV4 IN. eoch comef.
See Standard Detail ST -12 for trench bockM requirements.
j
T-29.DWG
Pull boxes ore required at both ends of conduit runs.
DATE 06/2015
STANDARD DRAM
4. Mere poving is existing, conduits shall extend across
entire paved width of street Conduits sholl be bored
DATE 10/15
STANDARD
STANDARD
DATE 07/97
DRAM
C. Iquoin/GEG
STREET SIGN PANEL CHECKED
R. STARSUCK
I
j
TRANSITIONS AT
GEG
under existing pavement, unless other method is approved
by the City Engineer
DRAWN
BJD
CONDUIT & R/W REQUIREMENTS CHECKED
BJD
6,1-1892
CHECKED
BJD
MAST ARM MOUNT SCALE
NONE
zt t<
-_j
ROAD NARROWINGS
5 Separate conduit and pull boxes sholl be installed
FOR FUTURE SIGNAL LOCATIONS SCALE
SCALE
NTS
APPROVED SHEET NO.
CITY OF BAKERSFIELD
- I j
-j
69Z.
ZZ.Ptz
for traffic signal interconnect, if required See
APPROVED
Standard Detall T -J2
1
NTS
SHEET NO.
CrrY OF BAKERSFIELD
APPROVED
CITY OF BAKERSFIELD
SHEET NO.
1
CALIFORNIA T-3
I--
-A2
CALIFORNIA
T-_29
CALFORNIA T- 29
CITY L?Eor�,A IL 0 APP90VEO) rC'ITY RECORD No.
CITY ENGINEER PUBLIC WORKS DEPARTMENT
CITY ENGINEER
PUBLIC WORKS DEPARTMENT
CITY ENGINEER PUBLIC WORKS DEPARTMENT
1 /-1
I*w* A
CITY OF BAKER"FIELD %OOJ�% LIFO RaNIA
P U-BLIC WORK S_ DEPARTMENTI
File Name: STINE AT BERKSHIRE -201 Vrown: S. LOWE
ir
# 14 -OX I Z__1
TRAFFIC SIGNAL AND LIGHTING SV(ZTEM INS-rALLATION:
SHEE T NO.
Job No. : TOK221 Engineer:
S. L OWE
STINE ROAD AT BERKSHIRE ROAD
29 OF 29 I
Date: Sep. 21, 18 Checked By.- ]L 0
a /V
I - I - I
0 11 - 2 3