908ww_spp_ssINDEX OF $HEET$
SHEET 1 COVER SHEET
SHEET 2 SCHEMATIC ROAD PLAN
SHEET 3 TYPICAL SECTION
SHEET 4 STRIPING PLANS
GLOSSARY OF SYMiOLS
EXISTING CURB 6 GUTTER
EDGE OF PAVEMENT* -
EDGE OF TRAVELWAY — --
COUNTY STANDARD FLANS
WA
DIAL
NWNM
vall am
REVIEIONII
RIVERSIDE COUNTY TRAWPORTATION DEPARTMENT
Illll.xlll
EAST HEMET RESURFACING PROJECTS
VARIOUS LOCATIONS
DESIGN SECTION
DEI W. A.E. CAMV
i"llm
DRAFT@ Er Ai. CANTU ,AR'Nfi
CHECKED EY: TOM KM
lavr N
Pmusarmw- w: N.DCMDMM 2w 171Em
DESCRMTgN I EY I DATE
1ACINITY MAR
NOT TO SCALE
REVIEWED / CONCURRED
TRANIPPORTATION DEPARTMENT
DAW
s
APMIOVED Sr DATE
,3z4 oAroE..NAiEMET
OYIRY MC EII CHIEF OF HK MMY ON DATE
3•t6.47
"u'w sik . CHEF OF COMMUCTIOM EIrEC oN DATE Waw
OY: DATE
WNCH MARK
NOT APPLICABLE
GENERAL NOTES
1. ALL MATERIAL AND VNDRK SHALL CONFORM TO THE JULY 1992 STANDARD
PLANS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF
TRANSPORTATION.
2. THIS PLAN IS NOT DEEMED TO BE AN EXACT REPRESENTATION OF THE
ACTUAL GEOMETRY AND/OR MEASUREMENTS, CONTRACTOR FIELD REVIEW
IS REQUIRED.
3. THE STRUCTURAL SECTION IS BASED ON THE MATERIALS LAB REPORT
DATED 12/19'96.
A CONTRACTOR SHALL REPAIR LOCATIONS WHERE SHOULDER BACKING SON.
HAS ERODED AS DIRECTED BY ENGINEER.
S. UTILITIES SHALL BE LOCATED AND ADJUSTED TO GRADE.
SIGNING i STRIPING:
S. STRIPING REQUIRED ON STATE STREET ONLY AS SHOWN ON PLANS. SHEET
4 OF 4.
9. NO STRIPING REQUIRED ON THE OTHER ROADWAYS WHICH ARE PART OF
THIS CONTRACT.
10. MATCH EXISTING STRIPING AND FIELD CONDITIONS AS DIRECTED BY THE
ENGINEER.
11, INSTALL R.P.M.1 AND STRIPING IN ACCORDANCE WITH STRIPING DETAIL.
REFER TO STANDARD PLANS A20 -A THROUGH A21 -D.
12. ALL STRIPING SHALL BE FURNISHED AND PLACED BY CONTRACTOR. TRAFFIC
STRIPES SHALL BE APPLIED IN TWO COATS. ALL STRIPING AND LEGENDS SHALL
BE REFLECTORigD, ALL REQUIRED RAISED PAVEMENT MARKERS AND
PAVEMENT MARKINGS SHALL BE PROVIDED AND INSTALLED BY THE
CONTRACTOR.
13. PAVEMENT MARKINGS SHALL MATCH COUNTY STENCILS EXACTLY.
COVER SHEET
REFERENCE
i
i
N 7'
VARIOUS
EAST HEMET
ROAD NO.
VARMDIJ=
SURVEY NO,
WA
RESURFACING
F. B.
WA
COMMOMWEALTH AVE CIFlTK3 CrrY UMTTS
SCALE
N. T. S.
SHEET
1 OF 4
F cV
_ w O
•Jl9WlETC/TYUAffT3
N.T.S. rf
FLORIDA AVE (RT. 74)
O
MENLO AVE.
Mill AvAtcos PL
CO7
P11TT■II LN.
i
v
FLORIDA AVE (RT. 74)
PORE DR.
T5S., RM, SECTIONS 3,4
T5S., R1 E., SECTION 8
PROJECT -
LE -
NGTIi 1.26 MILES
DESIGN SECTION
DEI W. A.E. CAMV
i"llm
DRAFT@ Er Ai. CANTU ,AR'Nfi
CHECKED EY: TOM KM
lavr N
Pmusarmw- w: N.DCMDMM 2w 171Em
DESCRMTgN I EY I DATE
1ACINITY MAR
NOT TO SCALE
REVIEWED / CONCURRED
TRANIPPORTATION DEPARTMENT
DAW
s
APMIOVED Sr DATE
,3z4 oAroE..NAiEMET
OYIRY MC EII CHIEF OF HK MMY ON DATE
3•t6.47
"u'w sik . CHEF OF COMMUCTIOM EIrEC oN DATE Waw
OY: DATE
WNCH MARK
NOT APPLICABLE
GENERAL NOTES
1. ALL MATERIAL AND VNDRK SHALL CONFORM TO THE JULY 1992 STANDARD
PLANS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF
TRANSPORTATION.
2. THIS PLAN IS NOT DEEMED TO BE AN EXACT REPRESENTATION OF THE
ACTUAL GEOMETRY AND/OR MEASUREMENTS, CONTRACTOR FIELD REVIEW
IS REQUIRED.
3. THE STRUCTURAL SECTION IS BASED ON THE MATERIALS LAB REPORT
DATED 12/19'96.
A CONTRACTOR SHALL REPAIR LOCATIONS WHERE SHOULDER BACKING SON.
HAS ERODED AS DIRECTED BY ENGINEER.
S. UTILITIES SHALL BE LOCATED AND ADJUSTED TO GRADE.
SIGNING i STRIPING:
S. STRIPING REQUIRED ON STATE STREET ONLY AS SHOWN ON PLANS. SHEET
4 OF 4.
9. NO STRIPING REQUIRED ON THE OTHER ROADWAYS WHICH ARE PART OF
THIS CONTRACT.
10. MATCH EXISTING STRIPING AND FIELD CONDITIONS AS DIRECTED BY THE
ENGINEER.
11, INSTALL R.P.M.1 AND STRIPING IN ACCORDANCE WITH STRIPING DETAIL.
REFER TO STANDARD PLANS A20 -A THROUGH A21 -D.
12. ALL STRIPING SHALL BE FURNISHED AND PLACED BY CONTRACTOR. TRAFFIC
STRIPES SHALL BE APPLIED IN TWO COATS. ALL STRIPING AND LEGENDS SHALL
BE REFLECTORigD, ALL REQUIRED RAISED PAVEMENT MARKERS AND
PAVEMENT MARKINGS SHALL BE PROVIDED AND INSTALLED BY THE
CONTRACTOR.
13. PAVEMENT MARKINGS SHALL MATCH COUNTY STENCILS EXACTLY.
COVER SHEET
REFERENCE
W. 0. NO,
VARIOUS
EAST HEMET
ROAD NO.
VARMDIJ=
SURVEY NO,
WA
RESURFACING
F. B.
WA
SCALE
N. T. S.
SHEET
1 OF 4
-w
i
tli
40'
L•7
VARIES: 29' TO 33'
E
VARIES: 17' TO 21'
I
VARIES: 27' TO 31'
REINFORCING FABRIC
VARIES
`
77
EXISTING A.C. OVER EXISTING A.B.1� i 2 3
EXIST. C&G ; EXIST
EAST HEMET PROJECTS
TYPICAL SECTIONS
40'
W.O. NO.
A2 -04W
A2 -M9
A2-0147
A2-0948
A2-0949
► A2-0950
A2-1025
A7-0413
A2-0946
(N.T.S. i
ROAD NAME
RESURFACING LIMITS
FORE DR------------------------------ NEW CHICAGO AVE.
PUTTERS LN-------------------------- NEW CHICAGO AVE.
SAN MARCOS PL ---------------------- PLEASANT ST.
SAN MARINO LN. ---------------------SAN MARCOS PL.
SAN MATEO WAY --------------------- SAN MARION LN.
SAN MIGUEL WAY --------------------NEW CHICAGO AVE.
SUNSHINE CT. ------------------------FORE DR.
SAN FELIPE DR----------------------- SAN MARCOS PL.
SAN LEANDRO CT,. -------------------SAN MATEO WAY
► NOTE: SAN MIGUEL WAY BEGINNING AT NEW CHICAGO AVE HAS
A S FT VIDE x 244 FT LONG MEDIAN
1' (MAX. )
W-1
CONSTRUCTION NOTES:
O1 AEDGE PLANE 6' ON BOTH SIDES FROM EXISTING LIP OF GUTTER
( VARIABLE DEPTH 0.0' TO 0.14')
O2 APPLY A.C. BINDER (0.25 GAL/Sy.) OVER THE MIDDLE 24' OF EXISTING PAVEMENT
O PLACE REINFORCING FABRIC MATERIAL ON THE MIDDLE 24' OF EXISTING
PAVEMENT.
® PLACE 0.17' A.C. CAF OVER FULL VNDTH OF EXISTING PAVEMENT
TO END, N'ELY.
TO FORE LN.
TO SAN FELIPE DR.
TO END, S'LY.
TO SAN FELIPE DR.
TO SAN MARCOS PL,
TO END, W'LY.
TO SAN MATEO WAY.
TO END, S'LY.
TRANErORTATION
'r AM 7
OEOINE d01SU0N- DATE
7RAN�ORTATiDN
_-- -- -- DATE
TYPICAL B ECTIONE
RESURFACING
FOR
VARIOUS
STREETS
REFERENCE
W. O. NO.
VAVA WB
ROAD NO,
VARIOUS
SURVEY NO.
WA
F. S. NO,
WA
SCALE
N. T. &
SHEET
2 OF 4
450E0-
El
30`
STATE STREET
TYPICAL SECTIONS
(N. T. S. i
FROM 0.40 MI NORTH OF MENLO AVE.
TO 0.69 Ml NORTH OF MENLO AVE.
!!l
EXIST. C&G
CONSTRUCTION NOTES:
REMOVE EXISTING PAVEMENT.
® PLACE 0AW A.G. OVER EXISTING AGGREGATE BASE
TRANSPORTATION DEPARTMENT
TYMAL SECTiONi
REFERENCE
W. O. NO.
ROAD NO,
A30W
S�
STATE STREET
TE
SURVEY NO.
WA
oloR jownw- OFTROJIMR YM
F. B. NO.
WA
_ f ��-
RESURFACING
SCALE
N. T. S.
RECOMM M Ed iY: DATE
SHEET
8 OF 4
90
MENLO AVE J\ 2112'
0
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a_
tY
H
V)
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U Z
3 V)
O X
af w
O_
Z
Li Q
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1 N
N
_N
- - - - - - - - - - - - - -
w
J
STATE
- - - - - - - - - - - - - - - - - - - - - -
w —
> - - - - - - - - - N
O
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CV
w
w = = = = = = = = = = = = = = = = = = = = = = =
t!)
'4LIE i' = 4D"
BEFORE
VAN ■ ReA
CALL=
RGROUND SERVICE ALERT
WO WORKMiG QAYS
AFORE YOU DIGJ/
RECOMMENDATIONS I NO. REVISIONS I APPR I DATE I
REVIEWED BY T DATE
DESIGNED BY DRAWN BY
MONAE PIRIE MONAE PIRIE
CHECKED BY
M r.NAuaeuAnu
STATE
STREET
STREET
-itoVESSI
U rn
w- No. C 42328 u
Exp. 3-31-W �F
QF CA'%L
i�
O
J
w
m
w
w
In
0
z
�v
-w
x---3
w0
a'
U
Q Z
:2 w
STRIPING NOTES
® PAINT 7/17 LANELINE PER CALTRANS DETAIL 2, STANDARD PLAN A20A
�Z PAINT TWO WAY TURN POCKET PER CALTRANS DETAIL 32, STANDARD PLAN A20B
COUNTY OF RIVERSIDE
TRANSPORTATION DEPARTMENT
APPROVED BY
al1FIT RIVERSIDE. IFORdFA DAT
.2 J1
RECaMNEMdED DATE
STRIPING PLAN
STATE. STREET
2112'N/0 MENLO AVE.
TO
3590' N/O MENLO AVE.
900 -W W
REFERENCE
W.O. NO.
A3-0497
SURVEY
NO.
F. B. NO.
FILENAME A30497sp.dgn
4 4
SHEET
of
900 -W W