HomeMy WebLinkAbout3277-4-� 1
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19+32.26 LINE"B" 19
10+00.00 LATERAL. "B-1 "
- A=50', 6=24", C=2.93', D=30"
I:
I.
BASIS OF BUNGS:
BEARINGS BASED ON THE WEST LINE OF THE SOUTHEAST ONE QUARTER OF THE
SOUTHWEST ONE QUARTER OF SECTION 36, T. 1 N., R. 6 W., SBB & M BEING
N00'06'51 "E AS SHOWN ON TRACT 16085-1 RECORDED MAP BOOK 282,
PAGES 16-20 RECORDS OF SAN BERNARDINO COUNTY.
SHOULD Co "STRUCTION 07 REQUMW BEIVCHl
,ROVE1t1EIM NOT CO : ENCE W177M PREPARED FOR:
TWO YEARS OF THE DATE OF APPROVAL YO(JING NOV.PES B.M. 1361, SPIKE IN NORTH FACE OF P.P.
SHOWN HEREON AND CARMW FORTH IN A#1536697E AT SOUTH WEST CORNER OF
DMI h v THE CITY ENGINEER MAY 10370 TRADEMARK STREET BASELINE AVENUE AND SULTANA AVENUE.
RANCHO CUCAMONGA,
REQUIRE REVISIONS TO THE PLANS TO CA 91730
BRING THEM INTO CONFORf 'CE„, (909) 477-6715
CONDITIONS AND STANDARDS IN EFFECT
ELEVATIOIV: 1365.01
RECORD DOCUMENT
QR�FEssroN These Record Documents have been prepared based
S. FIA, ���y on information provided by others. The Design
Professional has not verified the accuracy and/or
t� M completeness of this information and shall not be
W No. 430-0 5nsE*ble for art errors or omissions which maExp.6-30-09 y y
\
ratqd herein as a result.
s 9�” CI:vi1�°
Fc 08
�DATE
Prepared By:
ALLARD ENGINEERING QROFEss /�Nq
Civil Engineering - Land Surveying - Land Planning O F�
8253 Sierra Avenue — Z
Fontana, California 92335 w No. 43976 rr
(909) 356-1815 Fax (909) 356-1795 Exp. 6/30/05
c
s
David S. Hammer, B.C.E. 43976 Date F �F CA L \ F
(expires 6/30/2005)
CONSTRUCTION DOTES
2 INSTALL 24" RCP (1350-D)
3 INSTALL 36" RCP (1350-D)
6 CONSTRUCT MANHOLE PER A.P.W.A. STD PLAN 320-1
9 INSTALL 48" CMP RISER WITH DERIS RACK CAGE PER CALTRANS STD PLAN D93C
15 INSTALL 30" RCP (1350-D)
0—CONSTRUCT MANHOLE PER A.P.W.A. STD PLAN 321-1
@—CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD PLAN 331-2
60
61
62 63
64 65
®
6
T
A 90'01'01"
PROPOSED 8" Wj kTER
O
J
0
B 90'05'06"
45.00'
BY OTHERS
45.07'
"z
��
w
"' a
PROPOSED R/W
PROPOSED 8" Sf WER PER
CITY DRAWING No. 3276
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3 IE
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i 51
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39 E- '
303.71'
Q LQ
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72
71 70
69 63
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LINE —PROPOSED R/W
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—
m,.
21
f
,...
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r. 1; --
15 I x r,
LINEN �^
27' 2' I PUE !f
f ,fes
TRACT BOUNDARY
I N I
66 lze
p I
m J I I , I 19+64.86 EC
o t --
r' _
`'' z
Lo
� U
OTHER
1.1m
I` s
LATERAL
- SEE SHEET 5
I 9
I
I
CL INTERSECTION
19+32.26 LINE"B" 19
10+00.00 LATERAL. "B-1 "
- A=50', 6=24", C=2.93', D=30"
I:
I.
BASIS OF BUNGS:
BEARINGS BASED ON THE WEST LINE OF THE SOUTHEAST ONE QUARTER OF THE
SOUTHWEST ONE QUARTER OF SECTION 36, T. 1 N., R. 6 W., SBB & M BEING
N00'06'51 "E AS SHOWN ON TRACT 16085-1 RECORDED MAP BOOK 282,
PAGES 16-20 RECORDS OF SAN BERNARDINO COUNTY.
SHOULD Co "STRUCTION 07 REQUMW BEIVCHl
,ROVE1t1EIM NOT CO : ENCE W177M PREPARED FOR:
TWO YEARS OF THE DATE OF APPROVAL YO(JING NOV.PES B.M. 1361, SPIKE IN NORTH FACE OF P.P.
SHOWN HEREON AND CARMW FORTH IN A#1536697E AT SOUTH WEST CORNER OF
DMI h v THE CITY ENGINEER MAY 10370 TRADEMARK STREET BASELINE AVENUE AND SULTANA AVENUE.
RANCHO CUCAMONGA,
REQUIRE REVISIONS TO THE PLANS TO CA 91730
BRING THEM INTO CONFORf 'CE„, (909) 477-6715
CONDITIONS AND STANDARDS IN EFFECT
ELEVATIOIV: 1365.01
RECORD DOCUMENT
QR�FEssroN These Record Documents have been prepared based
S. FIA, ���y on information provided by others. The Design
Professional has not verified the accuracy and/or
t� M completeness of this information and shall not be
W No. 430-0 5nsE*ble for art errors or omissions which maExp.6-30-09 y y
\
ratqd herein as a result.
s 9�” CI:vi1�°
Fc 08
�DATE
Prepared By:
ALLARD ENGINEERING QROFEss /�Nq
Civil Engineering - Land Surveying - Land Planning O F�
8253 Sierra Avenue — Z
Fontana, California 92335 w No. 43976 rr
(909) 356-1815 Fax (909) 356-1795 Exp. 6/30/05
c
s
David S. Hammer, B.C.E. 43976 Date F �F CA L \ F
(expires 6/30/2005)
CONSTRUCTION DOTES
2 INSTALL 24" RCP (1350-D)
3 INSTALL 36" RCP (1350-D)
6 CONSTRUCT MANHOLE PER A.P.W.A. STD PLAN 320-1
9 INSTALL 48" CMP RISER WITH DERIS RACK CAGE PER CALTRANS STD PLAN D93C
15 INSTALL 30" RCP (1350-D)
0—CONSTRUCT MANHOLE PER A.P.W.A. STD PLAN 321-1
@—CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD PLAN 331-2
CITY OF FOP TA .9 CALIFO NI
RANCHO FONTANA SPECIFIC PLAN
DRAWN BY: SCALE.
DRAWN
CGR T S
CT NO. 16258-1 1 CALE.
STO DRAIN PLAN
DESIGNED BY. M FROM STAT N 15+59. TO 6 DATE.
JRR - MAY, 2003
CHECKED 4,4ePR --D BY. DRAWING NO.: 4
DSYO - 3277
CITY NE R R.C.E. 51152 7
rnename: M:\UWG\15yU4\JtUKM\1bL5tS-1\lbl�Zf-1—JUU4.UWG
R
CURVE DATA
Q A
R
L
T
A 90'01'01"
67.00'
105.26'
67.02'
B 90'05'06"
45.00'
70.75'
45.07'
C 21'2758"
45.00'
16.86'
8.53'
CITY OF FOP TA .9 CALIFO NI
RANCHO FONTANA SPECIFIC PLAN
DRAWN BY: SCALE.
DRAWN
CGR T S
CT NO. 16258-1 1 CALE.
STO DRAIN PLAN
DESIGNED BY. M FROM STAT N 15+59. TO 6 DATE.
JRR - MAY, 2003
CHECKED 4,4ePR --D BY. DRAWING NO.: 4
DSYO - 3277
CITY NE R R.C.E. 51152 7
rnename: M:\UWG\15yU4\JtUKM\1bL5tS-1\lbl�Zf-1—JUU4.UWG
R