HomeMy WebLinkAbout080130 DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL
INDEX OF SHEETS STATE OF CALIFORNIA TOTAL PROJECT No SHEETS
08 SBd 66 Var 1 9
Sheet No. Description DEPARTMENT OF TRANSPORTATION I
DEL
SISKIYOU I MODOC
Title and Location Map ORTE
x 2 Typical Cross Sections and
PROJECT PLANS FOR CONSTRUCTION ON
of TRINITY / SHASTA LASSEN
construction Quantities
3 - 4 Construction Area Signs J�
5 - 9 Pavement Delineation Details and 1
TEHAMA
. PLUMAS �
QuantlltesS _ — _
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zGLENN i BUTTE SIERRA A IG WAY U
o 1 1
- NEVADA W&ans
THE STANDARD PLANS LIST APPLICABLE TO TH IS �LAKEOLUSA �J PLAC
CONTRACT IS INCLUDED IN THE NOTICE TO EL DORADO
CONTRACTORS AND SPECIAL PROVISIONS BOOK . IN SAN BERNARDINO COUNTY ON ROUTE 66 SONOMA YOLO �= 0o " 9�A
NAPA\�
MAR I N CONTRA c,P��� Pte/ TUOLUMNE ` MONO
COSTA PQ
SAN FRANCISCO SCO A�D
FROM LA COUNTY LINE TO VINEYARD AVENUE AND -- --
SAN MATED SANTA i��P��
CLARA MERCED
SANTA X
CRUZ Sq r=
FROM HAVEN AVENUE TO 0 . 2 km WEST OF JUNIPER AVENUE ��� FRESNO -�- INYO
TULARE I,
MONTEREY
KINGS
To be supplemented by Standard Plans dated July, 1999 - - — -----__---
SAN
LUIS
X
OBISPO KERN
SAN BERNARDINO
--------
SANTA
BARBARA
VENTURA�OS
ANGELE
LOCATION MAPR I VERS I DE
o�
SAN DIEGO J IMPERIAL
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The State of Ccl i f orni c or its officers or agents shall not be responsible for the accuracy
0 ; O or completeness of electronic copies of this plan sheet.
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LOCATION 2 LOCATION 3
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LOCATION I , z KP 1108/
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END CONSTRUCTION etric
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Begin Work
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i CUCAMONGA O To
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ROUTE 30
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;UPLAN ROUTE 66
To Glendora w
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MONTCLAIR � o
RIALTOCOLTON �O _
AS BU I LT
x F ONTANA DATE COMPLETED 08-01 01
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To REVISIONS BY
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'S- �- Red I ands—s- RESIDENT ENGINEER
o o w ROUTE I 0
To Pomona ; j °�
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�u < _ _ SAL AHMED z
m KP 0. 0 10 11 0o w C48097 m 11
° ° J ; Z Project Engineer Date No. o
PM 000
m Registered C i v i Engineer Exp. 6-30-04 �
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0 ATF OF CAL
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NO SCALE December 26 20002-
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Plans Approval Date
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wCHECK BY R/W ENG
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05- 10-02 o
a The Contractor shall I I possess the C I ass (or c I asses) of I i cense SIGNATURE DATE w o
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as specified in the " Notice Notice to Contractors" .° U '
Contract No. 08 - OA1304 a a
FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME = > tdnguyen
FORM DC-OE-93-PF (REV. 3/88) SCALE IS IN MILLIMETERS I I I I I I DGN FILE = > 80a 1 30_000 1 _a0 I . asb CU 08607 EA OA 130 1
DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL
TOTAL PROJECT No SHEETS
NOTES 08 SBd 66 Var 2 9
- 10-11-00
o DIMENSIONS OF STRUCTURAL SECTION ARE SUBJECT TOF'\OvSS /o
e t ric REGISTERED CIVIL ENGINEER woe Nq�
x TOLERANCE SPECIFIED IN THE STANDARD SPECIFICATIONS. ¢ ��
20 SUPERELEVATION AS SHOWN OR AS DIRECTED BY THE ENGINEER. S. A H M E D
12 - 26 - 00 m
PLANS APPROVAL DATE � No. 48097
o xp•6/30/04
The State of California or its of or �
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agents shall not be responsible for the accuracy CIVIL P
or completeness of electronic copies of this plan co9TF OF CAL
> sheet.
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LIMITS OF WORK LIMITS OF WORK
Varies Var i es Var i es Var i es
0. 61 703 0 to 3066 703 0. 61 0. 91 703 0 to 3066 703 0. 91
to to to to
x 40 88 ! 40 88 30 66 ! 30 66
I I
I '
SHOULDER WESTBOUND EASTBOUND SHOULDER SHOULDER WESTBOUND ! EASTBOUND SHOULDER
I '
, I
19 mm Open Graded AC ! 19 mm Open Graded AC 19 mm Open Graded AC ! 19 mm Open Graded AC
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EXISTING PAVEMENT EXISTING PAVEMENT
15.7 9.8
KP On 0 / 80 2 ( PM On 0 / 50 1 KP I I o 8 / o C9 ( PM 70 3 / "
W 0
W KP 1 60 6 / 240 1 ( PM I On 3 / 1 50 0 )
x z W
0 2
Z
w TYPICAL CROSS SECTIONS
=
Q
RTE 66
W3
0
ASPHALT CONCRETE
z
C> W ASPHALTIC ASPHALT
LOCATION EMULSION CONCRETE
a (PA I NT B I NDER) (OPEN GRADED)
x ctn
Q KP PM TONNE TONNE
z J
W
0. 0/8 . 2 000/501
o W 66 8614
Z O 15.7 9.8
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o 8/ 70 3/9� --3-er- 5t-20� AS BU I LT
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9 35 4202 - -
Q DATE COMPLETED 08 01 01
W �M�� Meo4�/
REVISIONS BY O
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16 . 6/240 1 10. 3/ 15 . 0 N
� RES I DENT ENGINEER
75 6020
QLn
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Q DELINEATED BY
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z TOTAL -1-6
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176 18836 0
TYPICAL CROSS SECTIONS LL] LL]
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AND
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CONSTRUCTION QUANTITIES � ~
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cn NO SCALE
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ALL DIMENSIONS IN METERS UNLESS OTHERWISE NOTED X — 1 J o
0
FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME => tdnguyen
SCALE IS IN MILLI METERSI�IIIII�I DGN F I LE => 80a 130_0002_b0 I o asb CU 08380 EA OA 1 30 1