HomeMy WebLinkAbout007 `
`
�
k \ IWESTRIDGE WAY 1, \, \. 0 CONSTRUCT AC PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 3 1
11 I / i 1491.17 FF 1489.77 \ 11 PLANS I 6'CRUSHED AGGREGATE BASE
BLDG 35 1 \ I BLDG 71 0 CONSTRUCT PCC DRIVEWAY APPROACH,STRUCTURAL SECTION PER DETAIL SHEET 3
1 - BLDG 89 ;g\ \ (�) CONSTRUCT TYPE'C'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 202
: TC 1492 1 1 41y'. PCR I—- - FF 1489.57 & ', ,,p (�) CONSTRUCT CONCRETE CROSS GUTTER PER PER RIVERSIDE COUNTY STD NO 209
1+38.05 FL 1491.65 - CARNATION . BLDG72 14+11.52 HIB SC ,-,-T-, (.�) CONSTRUCT 4'CLASS B CONCRETE SIDEWALK ON NATIVE PER RIVERSIDE COUNTY
FF 1490.87 ' BLDG 73 l.k. CONSTRUCT 10'CURB TRANSITION PER CITY OF LAKE ELSINORE STD NO 206
i IF 1492.47 B DG 61 -I 9+92.85--HIBISCUS BEGIN HIB15— BLDG 85 k� Tr 1*1 @ CONSTRUCT 6-TYPE'D'CURB PER RIVERSIDE COUNTY STD NO 204
—- �l BLDG 23 CL CB *31 , � @ CONSTRUCT TYPE'A-6'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 200
FF 1489.37 IF 1490.77 13+29.T I @ CONSTRUCT LOCAL DEPRESSION NO.2 PER RCFC&WCD STANDARD DRAWING NO LD201
BLDG 32 (TYP) 13+42. BLDG 86 @ PAINT WHITE'STOP-LEGEND PER CALTRANS STANDARD PLAN DETAIL A24D
FF BLDG 63 1 I .1 FF 1488.67 __L \ (3 PAINT 12-WHITE STOP BAR PER CALTRANS STANDARD PLAN DETAIL A24E
.37
1p
52
u L�u �
.91
;Z2 T<,
___ -'�"` '
' B D(55 "V IF 141 1.17 k �� '
:LIL C - L 3 ' ' j BLDG 8\9\\
EE SHEET
,+7634 CR N , 11
. . I � . I Gj=-.007 � . ii 1-4 -I*-b------
ISEE SHEET 5f PLAN: DA SEE SHEET 9 ;jgj gv jj,�J��T IMP PLANS TA� GRAPHIC SCALE V= 40' .N
— THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH m CA 26 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR
: '.� ELEVATION: 1400.873 INGVD 29) THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR I I P.,v I[=q, 149.S.8..7.7 1 PRIVATE STREET IMPROVEMENT
,�. RIVERSIDE COUNTY DESIGNATION:E-14-70 I __ CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. I OF �N
_ DESCRIPTION:2.7 MILES NORTHEAST ALONG WNAUTHORIZED CHANGES;
- RAILROAD CANYON ROAD FROM THE . BARRY J.COWAN ENGINEERING COMPANY - li.k—'i....i... PLANS FOR CANYON HILLS PH 8 PA 2C
'..- CALL " S-Di.g.-��,md..S.Wi Obb�-B"NfWd-�!T=T� CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 9 I
�� AND STATE HIGHWAY 71,122 0 FEET BEFORE — - 46568 - I RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE
, . I — - PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS I
1�� NOR HWEST OF RAILROAD CANYON ROAD YOU DIG' * PREPARED UNDER THE DIRECTION OF:
�, T . BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. DAHL
1.-,, 6.0 FEET SOUTHWEST OF POWER POLE� f ��_,� - 11-2;"g-l-r I IASTA 1 0+38.05 T013+56.68 9
M1853732E,1.0 FEET NORTHEAST OF A I— IERIM MY ENGINEER 41/10/1-015 ISCALE: SHEET SPECIE - .
7;-, ARKER POST,A BRASS DISK SET IN THE ICHECKED I IN OF PLAN & PROFILE
of UNDERGROUND SE 'ICE ALERT DESIGNED BY: DRAWN BY: CITY OF LAKE ELSINORE DATE JDATE:
I si�-ITOP OF CONCRETE POST E-14-70. I Call at bust 2 workIng-days pr I BY: . I BARRY J.�04AN,RCE #C46568 9 . 19
��,- REVISIONS APPRV DATE I SEAL: 2ASKOUTHPSO T19DRIVE-SUITE 275 CAUTIONz LOCATION OF EXISTING UTILITIES ON THESE PLANS CITY OF LAKE ELSINORE SHEET