HomeMy WebLinkAbout05-236 WIDTH OF GRIND AND OVERLAY 2'(MIN)
EXIST WIDTH OF GRIND AND OVERLAY 2'(MIN) BEYOND SAWCUT LINE,OR AS DIRECTED
CL BEYOND SAWCUT LINE,OR AS DIRECTED BY THE ENGINEER.DEPTH OF GRIND AND
BY THE IN DEPTH OF GRIND AND OVERLAY 2"(0.17')MIN.OR AS DIRECTED
2' OVERLAY 2"(0.17')MIN.OR AS DIRECTED BY THE JURISDICTIONAL AGENCY ENGINEER
SAWCUT BY THE JURISDICTIONAL AGENCY ENGINEER
EXIST PROPOSED 2' 2'
EXIST CL R/W STRUCTURAL LINE
R/W 39• 20' SECTION 2% VARIES EXIST AC 4+
~
EXIST .-._....... ti �w
EXIST AC
R/W 20' _....... ....__ vQi
.,,,,_., �_ W
VARIES
VARIES 17.3'TO 28' 1�\ VARIES
EXIST AB - BEYOND SAWCUT LINE,OR AS DIRECTED n
EXIST 6"AC DIKE "--
EP COLD—PLANE & OVERLAY DETAIL (CAMBERN AVE) — WIDTH OF cRwO AND OVERLAY DIRECTED
(MIN)
_._._
O.G. VARIES VARIES 15 BY THE ENGINEER.DEPTH OF GRIND AND
NOT TO SCALE l..
,y 17.3'TO 21.5' 7.7'TO 9.7' PROPOSED EXIST AB OVERLAY 2"(ODICT MIN.OR AS DIRECTED
4"r 10 3 15 STRUCTURAL BY THE JURISDICTIONAL AGENCY ENGINEER
-11'— SECTION
OR `11 �2% ......... .......— 6"CURB AND GUTTER PER ti� 15 COLD—PLANE & OVERLAY DETAIL 2'
p — - Rlv co sTD zoo TYPE A 6 (CENTRAL AVE) �z
_ ,.F NOT TO SCALE Qom' EXIST AC
O.G. 4 EXIST PAVEMENT p` NJ
\/\\\� (PROTECT IN PLACE) // P VARIES
\/ CAMBERN AVENUE 0 FL
NO SCALE
r ........ _...........
COMPACTED
SUBGRADE 51+17.51 TO 52+21.83 0�F FL ---- - ExJsr ae
(CITY MAINTAINED)
PROPOSED
TYPE A2-200 CURB & GUTTER STRUCTURAL
TYPE A2-200 CURB & GUTTER PER CALTRANS STD PLAN A87 SECTION
PER CALTRANS STD PLAN A87 t5 COLD—PLANE & OVERLAY DETAIL
17 CURB TRANSITION 9 CURB TRANSITION (DEXTER AVE)
NOT TO SCALE NOT TO SCALE NOT TO SCALE
EXIST
EXIST R/W
R/W
134'
CL 67'
67'
EXIST TYPE
VARIES A2-200 C&G
38.4'TO 51' 38.4'
EXIST TYPE
A AC DIKE SAWCUT
3'MIN. VARIES 38'4' LINE
0-12.6' SAWCUT 8 0 2
LINE EXIST
O.G.
P 0
10, 15 ETW(GB) 61 m
MATCH 1 2 EXIST
15 VARIES 2.1_% TO 2g_Ly 2' 1
VARIES2.1% TO 2.9% _ 2 O.G.2% 'C 2' .:::::"...._:: ...: ....:�--.._°:::._.._._:::-....:_..:::::�..:::-. ...... ......::_.....:�....... W.-.:::......:::::_...__......._._........�.__....... �._........._._.__._.-....................,...._...........__..m._.._......._....._..�--.............�-.....
EXIST /, 2 i ..._........_._ _... ._._.........._._.
OR - .. ....._......� ...� .._._..... ......._._. .._........_,._. ._._. --._.._.
� 5.� J/ m
O.G. EXIST PAVEMENT EXIST PAVEMENT N
5 3 4"OGAC IN PLACE) 3/4'OG CIN PLACE)
7"AC (TYPE A) 7"AC (TYPE A) MATCH EXIST 5
COMPACTED SUBGRADE 19"CL 2 AB 19"CL 2 AB CROSS-SLOPE COMPACTED SUBGRADE
CENTRAL AVENUE (STATE ROUTE 74)
NO SCALE
27+37.46 TO 33+60.00
(CALTRANS MAINTAINED)
EXIST
PROP. EXIST R/W
R/W R/W
VARIES 134'TO 139'
GRADING PER LAKE ELSINORE VARIE
MARKETPLACE ROUGH GRADING 0-3' IL 67'
PLANS,CITY GRADING PERMIT VARIES 67'TO 72' I
NO. I EXIST TYPE
VARIES 61'TO 69' A2-200 C&G
EXIST TYPE VARIES 38.4'TO 43'
A2-200 C&G SAWCUT
12-15'MIN.BUILDING 6'SW VARIES 16'TO 30.6' VARIES 38.4'TO AS' LINE
8' 0 2'
SETBACK SAWCUT
LINE EXIST
0
10, 15 ETW(GB) 61
EXIST 15 I
n Ay 2, 6 �VyQ MATCH 1 2 2, ETW VARIES ...::::::: ::.::._-._:::::: ::::::�_:::::.:�..::::::. ::::.W...=I::::.mm:::::::.r.-:::::::.—:::::.,VARIES 1.8_ % 7p -3.p% ........�....._._._....._ 2 1 2 O.G. .._......_ ..................--....._._
2% qGV EXIST % .._.. ._,_. _..... _.._. �.. _.... . ...... ..._: _.._ ..__. ......_.^ ..._._ ..... ..____W..
c y ._... .. ......_.......�-. ......_......_.- .._._........._. ._._. ._.._. ...._...._. ........_
_-_ .." a._ ._. _........_........_ ._...._ _�.. vv/A�
_....._ ___......._ _.... _..___ _ ._ _ ._ . _ ... —-
A• P4' -- EXIST PAVEMENT
a �!A EXIST PAVEMENT "
a (PROTECT IN PLACE) (PROTECT IN PLACE) �\ a
\o // i � 3/4 OGAC 3/4"OGAC g 9 C (TYPE A) CL(TYPE
A) 5 "
o COMPACTED SUBGRADE 19"CL 9" 2 AE CROSS-SLOPE 2 AB COMPACTED SUBGRADE
CENTRAL AVENUE (STATE ROUTE 74)
a) NO SCALE
STATE ROUTE 74 DESIGN DESIGNATION 17+31.00 TO 27+37.46
a ADT (2003) = 27,100 D = 60% (CALTRANS MAINTAINED)
ADT (2020) = 47,900 T = 2%
a CAUTIONI LOCATION OF EXISTING UTILITIES ON V = 65 MPH
THESE PLANS ARE APPROXIMATE AND
c 0 SHALL BE VERIFIED BY CONTRACTOR X-2
o PRIOR TO CONSTRUCTION.
n�r BENCH MARK- REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL QpOFESS10ryq/ J1,M CALTRANS PERMIT 008-04-6—MC-1346 CITY OF LAKE ELSINORE SHEET
��11- ��1�� COMPLIANCE WITH THE APPROPRIATE RICK ENGINEERING COMPANY $
NCITY OF LAKE ELSINORE BM B-95-56 `1J1 CONDITIONS OF DEVELOPMENT AND/ORO Cyr STREET IMPROVEMENT PLANS OF
o DESCRIPTION: CHISELED SQUARE CITY AND STATE LAWS,AND A PERMIT BARRY J. COWAN s.o>n� a asa ece� AVENUE,
CENTRAL
"" T_ UNAUTHORIZED CHANGES; FOR DEXTER AVENUE CENTRAL t,
ON TOP OF CURB,ELEV = 1274.91 �� CAN BE ISSUED. Q A 1 ms e-.a w.n =•o- a—e•(I•Pea V141o�1u1•. owkm� CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 27
o LOCATION: FROM THE APPROXIMATE BEFORE No. C46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE AVENUE (STATE HIGHWAY 74)
o p >} PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS
N L N INTERSECTION OF COLLIER AVENUE mu�1 Exp6-30-07 BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. AND CAMBERN AVENUE
0 0 AND CENTRAL AVENUE 66 FEET ���� sf CIVIL �p PREPARED UNDER THE DIRECTION OF: FILE NO.
SOUTHWESTERLY ALONG CENTRAL I�0�227-2600 J'� gf .— '4rE' \E�Qa ,N,1^ q [' � Zp/05 SCALE: TYPICAL CROSS SECTIONS W
L w AND NORTHWESTERLY 32 FEET TO UNDERGROUND SERVICE AI.SRT �296ER+ H M6ENL-MG RCE.No. DATE OF CAV G
i CHISELED SQUARE ON TOP OF CURB Cal at least 2 vorking days prior to axcavatlnq. DESIGNED 8Y: DRAWN 8Y: CHECKED BY: CITY ENGINEER EXP.DATE•-6F3&A2996/z/3L D,1- BARRY J COW ,RCE °C46568 (EXP.6-30-07) DATE DATE: 0 J �3�
i 61 OPPOSITE FIRE HYDRANT PLOT DATE- 19-SEP-2005 JN 14502