HomeMy WebLinkAbout2760-3LEVIIS MWELOPt ENT CO.
ATTN: V:—,. GARY CAUM;
1156 V. VOUNTAI.N AVENUE
P.O. Box 670
Ural-ANID, C.A. 05717f-�6
9-6602
49
INSTALL. CONCRETE BAND PER, DETAIL SHEET NO. 1
j'1?EC0,QD D)qAWIAIGII
iREVISIONS
EN61i SM—
APPROVALl DATE
'/_L-'
ATE
cr
0
DELTA/BEARIVG
RADIUS
LEN - /MIST .
T,*,MCEMT
Z) "I
90000,011,
25.00
39.27
25.00
O
89059'59"
15.00
23.56
15.00
> I
89059'59"
25.00
39.27
25.00
NOTES:
51003'07"
35.00
31.19
16.71
O
51003'06"
35.00
31.19
16.71
0
51003'20"
35.00
31.19
16.71
@
82-20-11"
15.00
21.56
13.12
CH)
180-00-00" 1
2.00
1 6.28 1
AND REMOVE CONC. SIDEWALK
LEVIIS MWELOPt ENT CO.
ATTN: V:—,. GARY CAUM;
1156 V. VOUNTAI.N AVENUE
P.O. Box 670
Ural-ANID, C.A. 05717f-�6
9-6602
49
INSTALL. CONCRETE BAND PER, DETAIL SHEET NO. 1
j'1?EC0,QD D)qAWIAIGII
iREVISIONS
EN61i SM—
APPROVALl DATE
'/_L-'
ATE
cr
0
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NOTES:
(D
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CONST.
6.5" A.C. PAVEMENT (MIN.) OVER 12" COMPACTED
DRAWN BY..
NATIVE
MATERIAL (SEE GEN. NOTES 27 & 28).
ic
cu
CONST.
8" CURB & GUTTER PER CITY STD. DETAIL 101
D -i
+
CONST.
CONC. SIDEWALK PER CITY STD. DETAIL 105A
<
iY
CONST.
CROSS GUTTER PER CITY STD. DET.105, MOD. 10'WIDE
o cy,
CONST.
DRIVEWAY ENTRANCE PER CITY STD.102C, MOD.RADII
O
SAWCUT
AND REMOVE CURB & GUTTER
SAWCUT
AND REMOVE CONC. SIDEWALK
+0
CONST.
RAMPED CURB RETURN PER CITY SID. 104A
LEVIIS MWELOPt ENT CO.
ATTN: V:—,. GARY CAUM;
1156 V. VOUNTAI.N AVENUE
P.O. Box 670
Ural-ANID, C.A. 05717f-�6
9-6602
49
INSTALL. CONCRETE BAND PER, DETAIL SHEET NO. 1
j'1?EC0,QD D)qAWIAIGII
iREVISIONS
EN61i SM—
APPROVALl DATE
'/_L-'
ATE
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SHEET NO.
126-1262
OF5
J MADOLE R.C.E.14814 DATE
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0)
00
CONST. CURB INLET STRUCT. PER CITY
STD. 121
13
CONSTRUCT V' THICK INTEGRAL
COLORED CONCRETE WITH 6!' SQ.
6 GA. WIREMESH ON 6" CLASS
11 AGG.
BASE OVER 12"
COMPACTED
NATIVE MATERIAL. COLOR TO BE
APPROVED BY PLANNING
DEPT.
PRIOR TO INSTALLATION. SEE ENHANCED
PAVEMENT DETAIL
SHT. 1.
PLANS PREPARED
FOR
LEVIIS MWELOPt ENT CO.
ATTN: V:—,. GARY CAUM;
1156 V. VOUNTAI.N AVENUE
P.O. Box 670
Ural-ANID, C.A. 05717f-�6
9-6602
49
INSTALL. CONCRETE BAND PER, DETAIL SHEET NO. 1
j'1?EC0,QD D)qAWIAIGII
iREVISIONS
EN61i SM—
APPROVALl DATE
'/_L-'
ATE
cr
0
q- Ccm
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M.B.
MAY 1998
orclvl\—
Z1111sTgT
U
U
PROTECT IN PLACE
TO BE RELOCATED
TO BE REMOVED
RECONSTRUCT PER
a> < DETAIL ON SHT. 1
ku
0
'tcc
,()I r--
SCALE IN FEET
BENCH MARK: #361
SPIKE IN FACE OF
BASIS
OF BEARINGS:
IY OF FOTAA C A
CTNN/A, A L i F 0 R IN'll i A
NORTH
PP #1536697E @ S.W.
THE C.L.
OF CHERRY AVE. BEING
COR. OF BASELINE AVE.
N 00008'09"
E PER P.M. 1959.
& SULTANA AVE.
P.M.B.
28118 WAS USED AS THE
ELEVATION: 1365.01
BASIS OF
BEARINGS FOR THIS PLAN.
DRAWN BY..
- ,
SCALE:
PREPARED IN THE OFFICE OF
SL MA
PCL MAP NO. 15172
VADOLE AND ASSOCIATES, INC.
OF THE INLAND EMPIRE-
� �FESSIT
vk Tn
—
DESIGNED'
''STREET
i
A AS SHOWN
IMPROVE MEN"T PLA
SLZM A
10601 CHURCH STREET STE. 107
RANCHO CUCAIIMONGA, CA 91730
N0. 14814 m p
CHECKED:
C HERR `T/ AVE NUE DATE,
PHONE (909) 948-1311
Exp: 3-31-01
M.B.
MAY 1998
orclvl\—
Z1111sTgT
OF C A�j�
JOB NO.
DWG. NO.
APPROVED 27GO
SHEET NO.
126-1262
OF5
J MADOLE R.C.E.14814 DATE
CITY ENGINEER R.C.E. 25126
*P*40'
CHERRY AVE.
STREET IMPROV. PLAN - 5 [0,256]PF: 1262 608 29 -Jul -99 09:09 AM / 126-1262-1
DWG. DATE: 6-26-98