HomeMy WebLinkAbout2682-8VERT
PLAN 111= 40'
LEGEND
/ /
REMOVAL
GRIND + OVERLAY
G ON STRUGTI ON N OTE S
563+00
564+00
565+00
566+00
61+00
62+00
63+00
PROP. R/W
EXIST. R/W
EXIST. FENCE
LYTLE CR
EFK F?AD
N i
WATER VALVE \
HIGH PRESSURE
WATER SIGN
PP #GT13104 + HIGH
PRESSURE WATER SIGN \
215+20.11 G.L
6'x 5' WATER VAULT
PROP EP `t
N 139°44'03E.
563
CD CONSTRUCT VARIABLE THICKNESS AG PAVEMENT OVERLAY 0.125 FT. CMIN)
13 SAWCUT AND REMOVE EXISTING AG PAVEMENT
14 GRIND EXISTING PAVEMENT A5 REQUIRED
15 RELOCATE EXIST. POWER POLE OR GUY WIRE
16 CONSTRUCT 5 1/4' AG PAVEMENT (MIN) OVER COMPACTED NATIVE MATERIAL
CSEE GENERAL NOTES 27 + 28)
564
PROP G
.cam
PROP. R/W
SUMMT
RECORD DRAWIN'G
THESE RECO bRAWINGB HAVE BEEN PREPARED, IN
PART, -ON THE 8A3IS OF INFORMATION COMPILED AND
FURNISHED t3Y O'T'HERS, 'SIE ENGINEER WILL NOT ®E
RESPONSIBLE MR ANY ERROR8 OM-OMISSIOMR WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF.
0
N
215+06.92 JOIN EXIST
END GRIND + OVERLAY
EP C15.00'LT 4-23.00'RT.)
w
w
nz
nL—
0 n_
N ITeN
0
az
m
co
0
EXIST FENCE
O
Cri
N
V
0
I
226-092-60
F--
d
0
'9
z
n
I— 00.
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LI-1(1-
q
O u'
SCJ
O knQ
TAGPJ
63
lrrl G0+61.0 G.L. SUMMIT AVENUE
I4-1 Q =566+49.7 G.L. SUMMIT AVENUE
C40.00'RT.)
213+87.38 END
az
cf)ww
EV
n )
a_ w LI_ 0
J J
c� Q o z
_
0
GRIND ± OVERLAY
0
213+80.89 EGR
C22.00'LT.)
AVENUE
PROP. R/W
L
I I
SEE SIN_ 5 OF G
DWG_ NO. 2779
SCALE IN FEET
40 80 120 160
34'
BENCH MARK: # 615
RAILROAD SPIKE AT INTERSECTION
OF CITRUS AVE. AND LOS CEDROS
AVE., IN POWER POLE NO. 9011E
ON THE EAST SIDE OF CITRUS AVE.
BASIS OF BEARINGS:
THE BEARING OF N89°30'06"E ALONG
THE NO. LINE OF SEC. 30, T.IN.,
R.SW., S.B.M. PER R.S. 58/5, WAS
USED AS THE BASIS OF BEARINGS FOR
THIS PLAN.
PLANS PREPARED FOR
KAUFMAN & BROAD
ATTN: MR. GLEN CROSBY
801 CORPORATE CENTER DRIVE
SUITE 201
POMONA, CA. 91768-2641
PHONE: (909) 802-1100
FAX: (909) 802-1111
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
RING THEM INTO CONFORMANCE WITH CONITIONS AND
STANDARDS IN EFFECT.
Prepared Under The Supervision Of:
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
OF THE INLAND EMPIRE
10601 CHURCH STREET, STE. 107
RANCHO CUCAMONGA, CA. 91730
PHONE (909) 948-1311
Date: 1I Of
.M. MADOLE R.C.E.14814 EX . -31-05
BEG. EX. ROCK
RUBBLE WALL E -
TO BE REMOVED X
61+17.78 EGR
EP C28.00'RT.)
213+93.33 BGR
EP C22.00'RT.)
O
z
w
nl
J
5-
0v
OL
PROP. R/W
A_P_N_ 226-151-02
213+80.89 JOIN EXIST.
BEG. GRIND + OVERVAY
EP C22.00'RT.)
EXIST. R/W
826-1163
ANGLE PT. EP C28.00'RT.J
EXIST. R/W
DATA
TRACT MAP NO. 15908
SUMMIT A V UE
STA. GO+G1. s TO G2+50.00)
CITY ENGINEER R. .E. 51152 EXP. 9-30-0
*P40x SUMMIT AVENUE SHEET 8 - 21[0,231]PF: 1154 7450 08 -Apr -01 01:46 PM / 826-1154-1
DWG. DATE: