HomeMy WebLinkAbout080130-S DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL
TOTAL PROJECT No SHEETS
08 SBd 66 Var 5 9
10-11-00 ESS
TRAFFIC STRIPE DETAIL NO. etric
REGISTERED CIVIL ENGINEER QR�F '°Nq
�o �
x
LOCATION ( KP 0. 0/8 . 2 ) Te TR I NH z
12 22 27B 29 32 37B 38 39 39A 40A 12 - 26 - 00 w No. 41 189 m
PLANS APPROVAL DATE � 3-31 -03 �
SBd CO. LINE TO MONTE VISTA RD 100 m 45 m 60 m 10 m 30 m Xp.
The State of California or its officers or 4(
agents shall not be responsible for the accuracy s> CIVIL
MONTE VISTA R D TO CENTRAL AVE 1655 m 65 m 430 m 60 m 650 m 85 m 1 0 5 m or completeness of electronic copies of this plan 9TF OF CAL
sheet.
CENTRAL AVE TO BENSON AVE 1540 m 70 m 395 m 70 m 570 m 170 m
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BENSON AVE TO MOUNTAIN AVE 1880 m 780 m 140 m 890 m 495 m 100 m
MOUNTAIN AVE TO MULBERRY AVE 800 m 70 m 240 m 290 m 340 m 150 m
o MULBERRY AVE TO SAN ANTONIO AVE 380 m 125 m 225 m 105 m 505 m 200 m
Ld
>- C/) 300 m 85 m 585 m
m _ SAN ANTONIO AVE TO REDDING WAY 785 m 50 m 176 m
w 815 m 50 m 35 m 265 m 240 m 180 m 120 m
w REDDING WAY TO EUCLID AVE 445 m
Cn
w EUCLID AVE TO 2ND AVE 410 m 220 m 85 m 120 m
>
Ld
0 2ND AVE TO 3RD AVE 360 m 85 m 105 m 170 m
x w LEGEND
I-- 3RD AVE TO 5TH AVE 390 m 95 m 100 m 60 m 120 m 210 m
Q W/O WEST OF
5TH AVE TO CAMPUS AVE 390 m 65 m 60 m 60 m 185 m 120 m
J E/0 EAST OF
CAMPUS AVE TO HOSPITAL PARKWAY 765 m 80 m 250 m 60 m 225 m 300 m
o m HOSPITAL PARKWAY TO ALTA AVE 765 m 100 m 100 m 180 m 120 m 420 m 185 m
w m
[-- ALTA AVE TO GROVE AVE 600 m 140 m 270 m 290 m 150 m
Qw o
DO � GROVE AVE TO SAN BERNARDINO RD 860 m 85 m 130 m 325 m 60 m A S B U I L T
u - U
Ld
a w= SAN BERNARDINO RD TO BAKER AVE 680 m 2 1 0 m 520 m 80 m 85 m NO CORRECTIONS ON THIS SHEET
Up U
BAKER AVE TO VINEYARD AVE 1 660 m 2 1 5 m 1 4 1 0 m 560 m 55 m 3 1 5 m DATE COMPLETED 08-01 -01
SUBTOTAL 14 835 m 960 m 2945 m 1410 m 3955 m 140 m 2500 m 4195 m 2456 m 220 m RESIDENT ENGINEER
Z
W
W
x ?
PAVEMENT MARKING
Z ~ ' BIKE '
W TYPE I ARROW ( TYPE IV) ARROW ( TYPE III ) CROSS HATCHING LINE CROSS WALK & LIMIT LINE
LOCATION ( KP 0. 0/8 . 2 ) / SIGNAL " " AHEAD / ' BIKE ' " LANE / LANE
= LEFT RIGHT LEFT RIGHT WHITE YELLOW WHITE YELLOW 100 mm WHITE LINE
� ARROW ARROW
3 Z SBd CO. LINE TO MONTE VISTA RD24 m
2 2 65 m 152 m
0a
0 = MONTE VISTA RD TO CENTRAL AVE 2 2 1 2 461 m 80 m 75 m 32 m
~ CENTRAL AVE TO BENSON AVE 4 4 2 2 55 m 123 m
BENSON AVE TO MOUNTAIN AVE 4 4 15 15 15 8 180 m
MOUNTAIN AVE TO MULBERRY AVE 4 4 4 9 6 60 m
MULBERRY AVE TO SAN ANTONIO AVE 2 2 6 6 6 3 45 m 150 m
C Z SAN ANTONIO AVE TO REDDING WAY 22 7 7 7 3 15 m 50 m 15 m
REDDING WAY TO EUCLID AVE 2 2 6 6 6 6 7 4 205 m 15 m
C>
x cin W EUCLID AVE TO 2ND AVE 2 2 4 4 4 8 2 120 m
Q Q 2ND AVE TO 3RD AVE 5 5 5 4
oc
3RD AVE TO 5TH AVE 4 4 6 6 6 4 100 m
C>
(a)
z
5TH AVE TO CAMPUS AVE 4 4 5 5 5 4 100 m
Lu= CAMPUS AVE TO HOSPITAL PARKWAY 4 4 9 9 9 4 85 m 15 m
a
< HOSPITAL PARKWAY TO ALTA AVE 4 4 6 6 6 6 120 m 15 m
L c�
ALTA AVE TO GROVE AVE 4 4 6 6 6 8 2 75 m o
N
' GROVE AVE TO SAN BERNARDINO RD 2 2 4 90 m
� o
Q SAN BERNARDINO RD TO BAKER AVE 42 2 30 m w
4
z 0 -
o BAKER AVE TO VINEYARD AVE 4 4 2 7 3 230 m 60 m
L.L. o0
� W W
SUBTOTAL
Q 48 48 79 79 79 8 86 23 2 526 m 410 m 1590 m 200 m 116 m
00
o LL] LL]
x
L o �
PAVEMENT DELINEATION 0
— o
DETAILS AND QUANTITES � �'
�I PD - 1 J �
0
FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME _> tdnguyen
SCALE IS IN MILLIMETERS I I I I I DGN F I LE _> 80a 130_0005_n0 I o asb CU 08380 EA OA 1 30 1
DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL
TOTAL PROJECT No SHEETS
08 SBd 66 Var 6 9
10-11-00
etr® ROFESS ��
REGISTERED CIVIL ENGINEER woe Nq�
x
T. TR I NH
z
12 - 26 - 00 CD w No. 41 189 m
TRAFFICRSTRIPE DETAIL N0. PLANS APPROVAL DATE � Xp.3-3 1 -03
The State of California or its officers or 4(
FE agents shall not be responsible for the accuracy CIVIL P
or completeness of electronic copies of this plan 9TF o��\
OF CAL�F
LOCATION (KP 11 . 8/ 14. 9 & 16. 6/24. 1 ) 9 22 27B 29 32 37B 38 39 39A 40A sheet.
HAVEN AVE TO ROCHESTER AVENUE 9169 m 52 m 171 3312 m
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m
0
W
>- 0
m - ADDED PER CC0#3
o '
W
W
Cn
>
Ld TRAFFIC STRIPE DETAIL NO.
W Q
� o
x Ld LOCAT I ON ( KP 1 1 . 8/ 14 . 9 & 16. 6/240 1 ) 12 22 27B 29 32 37B 3839 39A 40A
a
TO ASPEN ST 680 m 540 m 520 m
ASPEN ST TO SPRUCE AVE 670 m 385 m m
o m SPRUCE AVE TO ELM AVE 850 m 790 m7 460 m
W m
Q LLJa o ELM AVE TO MILLIKEN AVE 460 m 650 m
Jz W
SCD MILLIKEN AVE TO MAST 1305 m 300 m 760 m �Om 50 m
U — U
J U) W
a w = O ROCHESTER AVE 500 m 1105 m
u u 30 m
ROCHESTER AVE TO 123 m W/O DAY CANYON CHANNEL 1800 m 330 m 1605 m 590 m 105 m
100 m E/0 ETIWANDA AVE TO CORNWALL AVE 545 m 580 m 290 m
= CORNWALL AVE TO COTTONWOOD AVE 1430 m 135 m 1540 m 625 m 90 m
W Z COTTONWOOD AVE TO MULBERRY AVE510 m 140 m 700 m 225 m 165 m
W
x ?
MULBERRY AVE TO CALABASH AVE 710 m 80 m 470 m 295 m 55 m
z
W CALABASH AVE TO BANANA AVE 780 m 45 m 800 m 345 m 30 m
= BANANA AVE TO ALMOND AVE 760 m 45 m 335 m 30 m
W Z 780 m
0 a ALMOND AVE TO CHERRY AVE 720 m 135 m 580 m 240 m 255 m
nc =
0- CHERRY AVE TO REDWOOD AVE 700m 90 m 690 m 270 m 80 m
REDWOOD AVE TO LIVE OAK AVE 740 m 45 m 780 m 345 m 30 m
LIVE OAK AVE TO HEMLOCK AVE 780 m 135 m 780 m 300 m 60 m
HEMLOCK AVE TO BEECH AVE 800 m 90 m 800 m 310 m 60 m
BEECH AVE TO SULTANA AVE 400 m 90 m 400 m 110 m 60 m
C> Z
C> SULTANA AVE TO ALMERIA AVE 1575 m 810 m 1310 m 60 m
a �
ALMERIA AVE TO CATAWBA AVE 345 m 50 m 250 m 150 m 25 m
C>
ch
x Q- LV CATAWBA AVE TO TOKAY AVE 335 m 30 m 350 m 155 m 15 m
a Q
TOKAY AVE TO CITRUS AVE 420 m 30 m 45 m 220 m
LI (a) CITRUS AVE TO OLEANDER AVE 830 m 30 m 300 m065 m
Z OLEANDER AVE TO CYPRESS AVE 790 m 30 m 365 m 25 m
Lu= 800 m 35 m
CYPRESS AVE TO JUNIPER AVE 365 m 25 m
Q
a
Lu SUBTOTAL 15 989 m56115 m 45 m AS BU I LT 0
N
v �
1577o m 2345 m 12445 0
m
5615 m /455 m a m
N
DATE COMPLETED 08 - 01 - 01
Q �-
� o
Q Gln Mood w
Z REVISIONS BY .6
LI RESIDENT ENGINEER MRS Mp�� o
WW
Q ��Rro Maa4�/
t, DELINEATED BY 00
o LL] LL]
x
Lu
PAVEMENT DELINEATION0
� ~
z
— 0
v) DETAILS AND QUANTITES UI
W �
�I
PD - 2 ~ 0'
FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME => tdnguyen
SCALE IS IN MILLIMETERS I I I I I I DGN F I LE => 80a 130_0006_n02o asb CU 08380 EA OA 1 30 1
DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL
TOTAL PROJECT No SHEETS
08 SBd 66 Var 7 9
® 1�� 10-11-00 Es
REGISTERED CIVIL ENGINEER O e°DF s ,oN�`
X PAVEMENT MARKING
ATe TRINH
' BIKE' ARROW (TYPE I V) ARROW (TYPE V I 12 - 26 - 00 - z
CROSS WALK YELLOW WHITE � No. 4 I �I 89
LOCATION (KP I I . 8/ 14. 9 & 16. 6/24. I ) ' SIGNAL' ' AHEAD' / BIKE' / LANE/ ' LANE' ' ONLY' PANS APPROVAL DATE 3-3 1 -03
ARROW LEFT R I GHT LEFT R I GHT YELLOW 140 MM 100 MM The state of California or its officers or 4( Xp'
w agents shall not be responsible for the accuracy J> CIVIL P
m 4 5 4 5 1 1 5 7. 6 3 m 2 4 7. 3 2 m 9■ 14 m or completeness of electronic copies of this plan qTF of CAL�F0\
sheet.
� W
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Cn
— w
>
w Q
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w
a
0
Added In place of deleted Item In Table below under CC0*3
PAVEMENT MARKING
' BIKE ' ARROW ( TYPE IV) ARROW ( TYPE VI ) CROSS HATCHING LINE CROSS WALK & LIMIT LINE
X LOCATION ( KP 1 1 0 8/ 1 4 0 9 & 1 60 6/24 0 1 ) / SIGNAL / " AHEAD / / BIKE / " LANE " " LANE " / ONLY /
ARROW LEFT RIGHT LEFT RIGHT WHITE YELLOW WHITE YELLOW 100 mm WHITE LINE
HAVE T g 4 145 m
ASPEN ST TO SPRUCE AVE 8 4 O m 60 m
M70 AVE TO ELM AVE 8 70 m 145 m 80 m
°°
w
......
a� o ELM AVE TO MILLIKEN AVE 8 4 220 m 140 m 45 m
Jz W
UCD
- U MILLIKEN AVE TO MASI DR 4 3 3 3 7 4 190 m m 60 m
777
J cn w
MASI DR E 1 1 1 5 7 150 m
Uo v 4 1 1 5 m
ROCHESTER AVE TO 123 m W/O DAY CANYON CHANNEL 4 4 3 1 75 m 30 m
100 m E/0 ETIWANDA AVE TO CORNWALL AVE 2 2 20 m
= CORNWALL AVE TO COTTONWOOD AVE 3 80 m
Z
W — COTTONWOOD AVE TO MULBERRY AVE 2 2 3 3 60 m
X- - - z � 45 m
0MULBERRY AVE TO CALABASH AVE 2 2 2 3 60 m 30 m
z
W CALABASH AVE TO BANANA AVE
W Z BANANA AVE TO ALMOND AVE I
0 Q ALMOND AVE TO CHERRY AVE 2 2 3 1 100 m 80 m 40 m
nc =
0- CHERRY AVE TO REDWOOD AVE 2 2 3 80 m 60 m
REDWOOD AVE TO LIVE OAK AVE 1 50 m
LIVE OAK AVE TO HEMLOCK AVE 4
HEMLOCK AVE TO BEECH AVE 3
Z BEECH AVE TO SULTANA AVE 2
C> Z
SULTANA AVE TO ALMERIA AVE 1 3 30 m
Q (�
— ALMERIA AVE TO CATAWBA AVE 1 55 m
C>
X tn W CATAWBA AVE TO TOKAY AVE 2 2 1 35 m
a
°C 0 TOKAY AVE TO CITRUS AVE 5 2 70 m 45 m
C> CITRUS AVE TO OLEANDER AVE 3 1 3 60 m
z LL OLEANDER AVE TO CYPRESS AVE
Ld
LL
CYPRESS AVE TO JUNIPER AVE 1 60 m
.299
Q a
wSUBTOTAL — I- -4- �- I -g-g- 6
N
Q O
16 /6 0 0 0 44 7 /00 m 0 490 m 520 m
N
Q
� O
Q
0 -
LL
W W
A S BU I LT
DATE COMPLETED 08 -01 - 0100--1 --1
LI PAVEMENT DELINEATION
X REV ISI ONS BY R� Ma�� Q T
W DETAILS AND QUANTITES
Q �m-6) M.Od z o
RESIDENT ENGINEER o 0
DELINEATED BY o
PD - 3 < '
Qo
J O
FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME => tdnguyen
SCALE IS IN MILLIMETERS I I I I I I DGN F I LE => 80a 130_0007_n03o asb CU 08380 EA OA 1 30 1
DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL
TOTAL PROJECT No SHEETS
THERMOPLASTIC THERMOPLASTIC
PAVEMENT MARKER 08 SBd 66 Var 8 9
TRAFFIC STRIPE PAVEMENT /_U�/
(SPRAYABLE) NON—REFLECTIVE RETROREFLECTIVE 10-11-00
LENGTH MARKING REGISTERED CMU ENGINEER � QROFESS l�Nq�
x SHEET N0. DETAIL N0. OR PAVEMENT MARKING 100 mm 100 mm 150 mrn 200 mm
YELLOW WH I TE TYPE A TYPE H TYPE GA Te TR I NH
YELLOW WHITE WHITE WHITE 12 - 26 - 00 m
M m m m m m2 m2 EA EA EA PANS APPROVAL DATE
w No. 4 1 1 89
Xp.3-3 I -03
The State of California or its officers or 4(
DETAIL 9 MARKERS 628 agents shall not be responsible for the accuracy C I V I L P
or completeness of electronic copies of this plan 9TFO
of CAL�F
DETAIL 26 MARKERS 352 sheet.
DETAIL 4 0 MARKERS 420 Cal trans now has a web site! To get to the web site, go to. http://www.dot.caogov
100 MM LINE MARKERS 54
PAVEMENT DELINEATION QUANTITIES
Lu
>_ Cn
m _
o '
Lu
L Addedper CC0#3
Lu THERMOPLASTIC THERMOPLASTIC PAVEMENT MARKER
> Q TRAFFIC STRIPE PAVEMENT
Lu
LENGTH ( SPRAYABLE ) MARKING NON-REFLECTIVE RETROREFLECTIVE
x 01-1
� SHEET NO. DETAIL NO. OR PAVEMENT MARKING 100 mm 100 mm 150 mm 200 mm
o YELLOW WHITE WHITE WHITE YELLOW WHITE TYPE A TYPE D TYPE G
J m m m m m M2 m 2 EA EA EA
PD- 1 &2 12 35 310 35 310 2/26
om �
Lu °° PD- 1 &2 22 3605 3605
� a
Qw o
J z Ld PD- 1 &2 27B 18 325 18 325
U
In w PD- 1 &2 29 1410 2820 400
Qw =
Up U
PD- 1 &2 32 9570 19 140 3300
PD- 1 &2 37B 185 185 5E 90
PD- 1 &2 38 8510 8510 989
w Z PD- 1 &2 39 4275 4275
x z PD- 1 &2 39A 2456 2456
z PD- 1 &2 40A 220 190
W
PD- 1 &3 / SIGNAL / @72 2 1 30 8
U
Z
PD- I &3 ' AHEAD ' @72 207. 4
O Q 2
W = PD- I &3 ' B I KE ' @83 ( 0. 46 M2) 38 . 2
PD- 1 &3 ' LANE ' @83 ( Oo 56 m2) 46. 5
PD- I &3 ' BIKE LANE ARROW' @83 5400
PD- I &3 ' ONLY / @ 1 2. 0
PD- I &3 TYPE I ARROW @8 ( 3 . 05 m) 1 Oo 4
> Z PD- I &3 TYPE 1 1 1 ARROW CLEFT ) @2 7(50 8AS BU I LT
< PD- I &3&3 @ 174 24 1 0 9
— TYPE I V ARROW ( LEFT )
C> (A DATE COMPLETED 08 - 01 - 01
x
CL. I &3 TYPE I V ARROW ( R I GHT ) @58 80. 6
Z �/ri R� Nloo4�
Q PD- 1 &3 TYPE V I ARROW ( LEFT ) @6 23 . 4 REV 1 S I ONS BY
oc 0
� - 12 2 I183 . 2
PD 1 &3 CROSS HATCH 1 NG L 1 NE ( 1 50 mm) (WH 1 TE ) ENG I NEER
V
o PD- 1 &3 CROSS HATCHING L INE ( 1 50 mm) (YELLOW) 6 1 0 9 1 0 5 DELINEATED NEATE Y
— D DB
Z �
Lu LL PD- 1 &3 CROSS WALK & L I M I T L I NE ( 300 mm) (WH I TE ) 3005 90 1 0 5
~ Q PD- 1 &3 CROSS WALK & L I M I T L I NE ( 300 mm) ( YELLOW) 200
60
Lu PD- 1 &3 WHITE L INE ( 1 00 mm) 1 05 1 1 050 1 0
0
N
SUBTOTAL 25 565 53 635 673 1 8695 1 5 1 0 5 2 1 1 50 8 190 �/6 3205
Q 0
co
Q TOTAL 94 626 226703 190
782/ w
0 -
LL] LL]
-
WW
00
a- CL
LL.
x
0 ww
W PAVEMENT DELINEATION
DETAILS AND QUANTITESC)0- 0
> �
W
PD - 4 Q Ln
0
FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME => tdnguyen
SCALE IS IN MILLIMETERS I I I I I DGN F I LE => 80a 130_0008_n04o asb CU 08380 EA OA 1 301
DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL
TOTAL PROJECT No SHEETS
08 SBd 66 Var 9 9
�-� 10-II-00 S
®
17 REGISTERED CIVIL ENGINEER O e°°FE s ,oN�`
x
Te TR I NH
12 - 26 - 00w 41 189 m
PLANS APPROVAL DATE � No. __03-31 -03
The State of California or its officers or � xp'
agents shall not be responsible for the accuracy J> CIVIL
P
or completeness of electronic copies of this plan 9TFO
OF CAL�F
sheet.
Cal trans now has a web site! To get to the web site, go to. http://www.dot.caogov
0
>_ w
m Cn
w REMOVE EXISTING PAVEMENT DELINEATION (QUANTITIES
w
Cn
w
w Q THERMOPLASTIC THERMOPLASTIC PAVEMENT MARKER
� o
x w TRAFFIC STRIPE PAVEMENT MARKING NON-REFLECTIVE RETROREFLECTIVE
I— LENGTH
a SHEET NO. DETAIL NO. OR PAVEMENT MARKING
0
YELLOW WHITE YELLOW WHITE TYPE A TYPE D TYPE G
M m m m2 m2 EA EA EA
Ld m PD- 1 &2 12 35 310 8828 2450
w
[-- a
Q z wo PD- 1 &2 22 3605 7210 1000
u - 27B 18 325
J Cn w PD- I &2 18 325
77
U o U PD- 1 &2 29 1410 5640 400
PD- 1 &2 32 9570 23 930 3300
PD- 1 &2 37B 185 76 50
_ - 38 8510 17 020 1180
� Z PD I &2
W
Z PD- 1 &2 39
4275 6412. 5
x _ Im
Z PD- 1 &2 39A 2456 122805
W PD- 1 &2 40A 220 190
w Z PD- 1 &3 / SIGNAL / @72 ( 0. 46 m2) 2 1 30 8
a
PD- 1 &3 / AHEAD / @72 ( 0. 56 m2) 207. 4
PD- 1 &3 / BIKE / @83 38 . 2
PD- 1 &3 / LANE / @83 46. 5
PD- I &3 ' BIKE LANE ARROW' @83 5400
PD- 1 &3 ' ONLY ' @1 200
z
Z PD- 1 &3 TYPE I ARROW @8 Cao 05 m) 1 0. 4
C>
Q (� PD- I &3 TYPE I I I ARROW ( LEFT ) @2 7. 8
C> co PD- I &3 TYPE IV ARROW ( LEFT ) @174 24 1 0 9
Cl- Lu
x tn — 800 6
z PD 1 &3 TYPE IV ARROW ( RIGHT ) @58
a Q
PD- I &3 TYPE VI ARROW ( LEFT ) @6 23 . 4
L.` V PD- I &3122 I 1830 2
CROSS HATCHING L INE ( 1 50 mm) (WHITE )
ZLL
PD- I &3 CROSS HATCHING L INE ( 1 50 mm) (YELLOW) 6 1 0 9 1 0 5
Lu LLQ
a PD- 1 &3 CROSS WALK & LIMIT L INE ( 300 mm) (WHITE ) 3005 90 1 0 5
PD- PD- 1 &3 CROSS WALK & L IMI T L INE ( 300 mm) (YELLOW) 200 60 N
o o
PD- I &3 WHITE L INE ( 1 00 mm) 1 05 1 105 . 1 AS BU I LTN
Qco
SUBTOTAL 36 780 51 890 15105 211508 190 4700 3680 � 0
Q NO CORRECTIONS ON THIS SHEET w
0 —
TOTAL 36 780 51 890 15105 211508 8570
C>
DATE COMPLETED 08 - 01 - 01
� o0
J
LL] LL]
Q
RESIDENT ENGINEER 00
C>
ww
x W PAVEMENT DELINEATION
z
DETAILS AND QUANTITES UI
C)
- o
> Lo
W
�I PD - 5 J �
0
FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME => tdnguyen
SCALE IS IN MILLIMETERS I I I I I DGN F I LE => 80a 130_0009_n05. asb CU 08380 EA OA 1 30 1