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LIST OF DRAWINGS
1. TITLE SHEET.
2. SIGNAL PLAN
3. STRIPING PLAN
DEPAFiTM1EiNT OO A. �tj
BLIC WORKS
AND
PLANS
MEDIAN
FOR TRAFFIC SIGNAL,
ISLAND MODIFICATION
ON
TRUXTUN AVENUE AT MOHAWK STREET
CALTRANS
1992 STANDARD PLANS
ES -1 A
ES -3E
ES -613
'- "•Y -`` '�
ES -13
A20C
ES-113
ES -4B
ES -6R
ES -5D
A20D
ES -2C
ES -5A
ES -6RA
T -11
A24A
ES— 2E
�L
ES-6S
T -12
A24B
-ES -3A
ES -5C
ES
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LIST OF DRAWINGS
1. TITLE SHEET.
2. SIGNAL PLAN
3. STRIPING PLAN
DEPAFiTM1EiNT OO A. �tj
BLIC WORKS
AND
PLANS
MEDIAN
FOR TRAFFIC SIGNAL,
ISLAND MODIFICATION
ON
TRUXTUN AVENUE AT MOHAWK STREET
CALTRANS
1992 STANDARD PLANS
ES -1 A
ES -3E
ES -613
'- "•Y -`` '�
ES -13
A20C
ES-113
ES -4B
ES -6R
ES -5D
A20D
ES -2C
ES -5A
ES -6RA
T -11
A24A
ES— 2E
ES— 5B
ES-6S
T -12
A24B
-ES -3A
ES -5C
ES
-6T
T -13
A24C
ES= 3B
ES—= 5E
ES-8,
--e - --
T -14
A24D
,ES—•3C
ES= 6A
ES-10.
CABLE
A20A
A24E
ES=— 3D 1
ES-- 6 AA
ES
-11
A20B
BAKERSFIELD CITY
STANDARDS
n0
MANHOLE
T--19
FIRE HYDRANT
W.M.
CONVENTIONAL SYMBOLS
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Lli
0
U;
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W
Q �
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F_ w ; Q
H > f Q
D /
>� Q LLJ
LL ROSEDALE HWY! W
. --
H"VY'56
AT &SF RR
PROJECT
— — --------- --- — ----- -------
L OCA TION
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A�
Q
0 T
CK ALE
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;
LOCATION MAP
NTS
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L New
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NIA -
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LLI
= BAKERSFIELD�
STATE OF CALIFORNIA
iu^ 1
NOTE
_ THE CONTRACTOR MUST POSSESS A VALID CLA" �A t x
OR: THE ' CONTRACTOR MUST POSSESS A COMBINATION
r
OF CLASS C -10, C--129 AND C -32 CONTRACTORS
LICENSES AT THE TIME THIS CONTRACT IS AWARDED.
ALL UTILITY LOCATIONS SHOWN ARE
APPROXIMATE AND ARE SHOWN FOR
INFORMATION ONLY. CONTRACTOR
SHALL CALL USA AT (800) 642 -2444
AND VERIFY UTILITY LOCATIONS 48
HOURS BEFORE STARTING CONSTRUCTION.
SECTION LINE
LEVEE
• •
-- RIGHT -OF -WAY
'- "•Y -`` '�
RAILROAD TRACKS
-
CENTERLINE
WALL
EXISTING TOPO
'-
CULVERT
X
FENCE
HEDGE
Jfe
-- -
- GUARD RAIL
UTILITY
SYMBOLS
w
WATER LINE
SEWER LINE
G
GAS LINE
--e - --
OIL LINE
___
BURIED TELEPHONE - .+ - - --
AERIAL WIRE
OT
CABLE
AERIAL CABLE
F.H.
n0
MANHOLE
_G_
FIRE HYDRANT
W.M.
.f
POWER POLE
WATER METER
®
EXISTING MONUMENT
®V
WATER VALVE
G.M.
®
FUTURE MONUMENT
®
GAS METER
S.L.
V
STREET LIGHT
Q
GAS VALVE
s
O
EXISTING SIGN
NEW SIGN
w
Lli
0
U;
I
W
Q �
> z
F_ w ; Q
H > f Q
D /
>� Q LLJ
LL ROSEDALE HWY! W
. --
H"VY'56
AT &SF RR
PROJECT
— — --------- --- — ----- -------
L OCA TION
ffc31
1
A�
Q
0 T
CK ALE
W
z;
H �
a
i
;
LOCATION MAP
NTS
U
L New
==WON
2!
NIA -
f t
LLI
= BAKERSFIELD�
STATE OF CALIFORNIA
iu^ 1
NOTE
_ THE CONTRACTOR MUST POSSESS A VALID CLA" �A t x
OR: THE ' CONTRACTOR MUST POSSESS A COMBINATION
r
OF CLASS C -10, C--129 AND C -32 CONTRACTORS
LICENSES AT THE TIME THIS CONTRACT IS AWARDED.
ALL UTILITY LOCATIONS SHOWN ARE
APPROXIMATE AND ARE SHOWN FOR
INFORMATION ONLY. CONTRACTOR
SHALL CALL USA AT (800) 642 -2444
AND VERIFY UTILITY LOCATIONS 48
HOURS BEFORE STARTING CONSTRUCTION.
PLANS FOR TRAFFIC SIGNAL AND NO
1
�.2 MEDIAN ISLAND MODIFICATION ON c;F
(((!!! T41005 TRUXTUN AVENUE AT MOHAWK STREET SHEETS
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PLANS FOR TRAFFIC SIGNAL AND NO
1
�.2 MEDIAN ISLAND MODIFICATION ON c;F
(((!!! T41005 TRUXTUN AVENUE AT MOHAWK STREET SHEETS
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. SIGNALS - - ,, . SIGNS I I � . I I I � .1 . . I � I 1. ,,, ': ,�,:T
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�_ ,:�: - NG WAIX PPB I . - � I . I � I - i,,,�<�
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_ � SIGNALS VEHICLE DON'T WALX 0 1 0 ST. NAME SIGN I � RE7GISTERED CFVIL ENGINEER 'I )
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" LOC.STANDARD uG" -DW REMARK I ,
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1, I I Type C loops shall be 6'x50` except as noted otherwise. Diamond loops shall be 6'x6'.,' �`�
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11 -1 11 . . � - I . (I Q'f I 1� �;��
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, - I , �. I O 1, I I I , � '_ "e, � I REMOVE EXISTING P.P.B., AND REPLACE NTH NEW 1A . I I I . . ,I �T _ .. � I I 11-11 No, 2 2 Y,'� 0 1A(N) TV-1-T(N) SP-1-T(N) 04 02 POLE. VEHICLE FAC1NG SOUTH TO BE 5-SECTION HEAD, ;, M Detector loops shall be centered on their respective lanes. . I I t,- . 1 :3 I I � I . I WITH GREEN RT.-TURN ARROWS, SEE DETAIL "B" I I e - 31. f/0
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-
I - All loops shall be located in the field by the engineer. il� k EXP /.-
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❑ 1
I . RELOC- ATE P.P.B. FROM ROM LOI CATION . A � I I I ' I .
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I 0 . P. P. B. (E) 04 � - TO LOCATION 8 ® Detector loops and lead -ins within - 8 feet of the curb flowline shall be a minimum of 1.5 inches below the CITY OF BAKERSFIELD � I r , \� \ ,
surface of the paving. 1501 TRUXTUN AVENUE , - - - r , /
BAKERSFIELD CA 93301
D YPE 15 (E) EXISTING TO REMAIN M Lane closure for placing the detector loops are only allowed between 8:30 AM and 4: 30 PM.
. - 0 Existing controller and . cabinet assembly to remain. -
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1A (E) � I EXISTING TO. REMAIN .
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@ I � � FZ] All unused, salvaged material shall be delivered, by the contractor, to the City Plant #2, on Mt. Vernon Ave
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*SV-2-T I south of Hwy 58. Contact Larry A[clana 24 hours prior to de'ivery at (805) 326-3781.
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,
(E) , 15' .- REMOVE EXISTING SINGLE SEC71ON 'GREEN UP* HEADS I . .
� .
I
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I MAS(N) , I REPLACE WITH THREE SECTION HEADS, AND MOUNTINGS. :
. I � (D , . � EXISTING LT-MAT & LT-SV-1-T HEAD TO REMAIN. i I I . .
I I I I LT---;MAT (E) n8 Street name signs and sign hangers are to remain. . .
I I
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I I :
SV-2-TA ADD PED. HEAD, AND ADD SV-2-TA I - I
(E) 15' . [�] All pedestrian indications shall be new, international symbol type as detailed i LEGEND.
- M AS (N) SP-1-TIN) 04 04 R73-6 VEHICLE FACING SOUTH SEE DETAIL B. . . � � n the specifications. I -
.
I I - I I
r;. , '� .;r . � 0 26-3-80 ,�5� � . & MAS SEE DETAIL *A*
� .1 I - I � LT-MAT (E) I .
- - - '
,
11
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� , I ff� All new signal indications shall be 12 inch. . i I [,�", ',-, "] DENOTES AREA OF MEDIAN AND
(E) , 12' 1 1 . I . . , _,,� , , � ,
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EXISTING TO REMAIN ,,, _ I
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- -
17-2-80' TOT- I ',- _
0 1 1 1 n 'All utility locations shown are approximate' only and represent the best information supplied by the various
,.%`�,. �, . I I � utility companies. Final responsibility for locating utilities in the field, lies with the Contractor. In This Hatched Area: � I
"I I
- . 11 � TING (N)=NEW OLA=OVERLAP A � .
11 � " . I . '
I—- - (E)= EXISTING -
. I . .
� Remove all signs from median area.
11 I
HALL BE ADDED FOR WESTBOUND TRAFFIC, 06 lJ2 Contractor shall eradicate striping and pavement markings as indicated on striping plan, see Sheet No. 3.
I
� I . � Removal is to be coordinated with signal and striping modification.'
_ Contractor shall apply new striping and pavement markings as indicated on striping plan, see Sheet No. 3. 1
_ i__ . I I I .
I __, I Q Detector assignments for loops not shown in schedule shall be re-assigned at controller where indicated on plans. � I Remove median island (tack on 'curb), and M-2 curb (tack on curb), I
- .-
I �
DLC's in schedule reflect new cables. I I cold plane pavement at 0.10' in area shown whose limits are 1 foot
'
• I I . _ 1- L . "A" and relocate to location "B" and reconnect .
� . __., existing conductors at PPB pole at location - . beyond the curb and patch pavement with 0.10' AC, Type B. .
.
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." -.'--.. - __ I for 04 pedestrian crossing. - - I
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.I'- .. 9 Contractor shall supply and install 1(2) model 200 load switches, six (6) Ind"cator Controls Corporation model 222 loop detectors.
-_ I I
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.�, �"_�� 1, I .. " I � I I I I .., -channel digital, rack mounted with a serial port. Contractor shall also supply an auxiliary output file.
- I I - '--. � Loop detectors shall be 2
_� 1 A
11,+'.. , . ,1 I I I - -_
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(E)�_' - .- I �
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1, .. - ftft - & V4�Ntl�6 Contractor shall also -supply and install all necessary hardware to connect 0e load switches for a fully operational system.
L� .
- __
I � " I I I I I _. _�____ . . I . FINAL PAY QUANTITIES
-1 --- -
I .1 .1 ___ 77�* - -- ----- _,� I I .
I - I -_ ,-, .-- 9 Output conductors for overlap A (CLA) shall be connected to auxiliary out file switch 1.
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--.I-- ., 1. . --- R Provide PPB on pole "IF . � , ROADWAY EXCAVATION = 84 C.Y.
- __ __. - I
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-1 _ - '--. I COLD-PLANE A.C. PAVEMENT = 200 SY .
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REGfS TER tD IL ENGINEER
REMOVE PAVEMENT MARKINGS
(o FT REMOVE STRIPE. ALL EXISTING STRIPING IN FUTURE
XP,
CROSSWALK AREA OR LIMIT LINE - AREA TO BE REMOVED.
CITY OF BAKERSFIELD
F3 REMOVE AND SALVAGE SIGN AND POST
1501 TRUXTUN AVENUE
FAI PAINT STRIPE AND INSTALL PAVEMENT MARKER
BAKERSFIELD, CA 93301 FC
PER REFERENCED DETAIL FROM CAL. TRANS.
STANDARD PLANS, DATED 1992. PAINT SHALL BE
THERMOPLASTIC, UNLESS OTHERWISE INDICATED.
PAINT PAVEMENT MARKING AS INDICATED.
DETAIL 9 DETAIL 27
Fil
49;;,
)y"49
SCALE: 1 =40'
12'
LJ >c 0) REMOVE EXISTING
TACKON CURB
EDGE OF PAVEMENT ,
x CD SEE SHEET 2. X13 � f
♦♦ _ \,, _,, _ _ _ � >,c co END FLARE DETAIL 27
to EX. R96, & R96A
44
TO REMAIN. REMOVE EXISTING TACK-ON
MEDIAN AND (M-2) CURB,
Lu ;;c SEE SHEET 2.
3 R96, R96A, W11
p
8'
13P
ZiL
.2
8'
R/W
300
12" CROSSWALK
jo
(WHITE JF5
R960 R96A
EX. R96. R96A, & R34A 3
MID ARC
(D
3)
TO REMAIN. R34 TO REMAIN AND BE
k
r ii RELOCATED TO--TOP OF EX. SI ON POST. -
EXISTING CROSSWALK
J
C
7!
4jj
Z�
TYPE IV (L) ARROW (TYP) n5
4t
16.5' 7�_
EX. GORE EAST OF NEW LANE LINE
DETAIL 38 TO REMAIN
R/W
DETAIL 38
f li-7
250'
4k
TYPE IV (L) ARROW (TYP)F5] ► v-,
0
lk
D
55
2 ot
MODIF
EXISTING DETAIL 38
45
TO REMAIN.
2
O-A
tu
06
0
Al
00
if
Ll
Iv
<:
SCALE: 1"=40 - -
Ai
A
SIGN LEGEND
R73-6
LEFT TURN/NO U TURN
R34
NO U TURN
wil
MERGE SYMBOL (36-)
R96
NO PED SYMBOL
R96A
NO PED XING
41005-2.dwg
TEPN 41005