HomeMy WebLinkAbout3436-2CURVE TABLE
RADIUS I DELTA I LENGTH TANGENT
A 1 100.00' 1 28"05'12" 1 49.02' 25.01'
;d I — —
$ TOLL FREE 1-800-227-2600
c A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
UNE DATA TABLE
PROPOSED COMBINATION
LENGTH BEARING
B 105.21' N52'2326"E
C 49.12' N572326"E
D 42.35' 1 N67*36'34"W
PERMIT
PROVIDE HOT DIPPED GALVANIZED
PROPOSED PERIMETER
PLATE FOR WALL SUPPORT PER
WALL PER SEPARATE
SEPARATE PLAN
PERMIT
1416.50 FL
1417.4 PAD
O SOUTH FACE
FINISH GRADE O
OF WALL
NORTH FACE OF
3' 3' I
WALL
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CURVE TABLE
RADIUS I DELTA I LENGTH TANGENT
A 1 100.00' 1 28"05'12" 1 49.02' 25.01'
;d I — —
$ TOLL FREE 1-800-227-2600
c A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
UNE DATA TABLE
PROPOSED COMBINATION
LENGTH BEARING
B 105.21' N52'2326"E
C 49.12' N572326"E
D 42.35' 1 N67*36'34"W
REV. I REVISION DESCRIPTION
9- CX, 09-r- > ,09-A' w! 114 fs
�b
9 ,
J� 29+69.33
GA.,�yh L MH
29+67.82 UNE
29+66.4
PROPOSED SEWER 10 '
AND STORM DRAIN PANW.6
EASEMENT �
28+11.32 WIDTH VARIES
2 4 JOIN EXISTING 30" RCP
BEGIN PIPE N5272326I 144 08 x
M MM MM
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PROPOSED 8" WATER
/ BY OTHERS
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/
IF
/ 30+18.46
I
-' 10+59.00 CL SD
_ C.L. C.B. NO. 2
s 2 B 1 S; W=10.00', V=7.40'
EXISTING 8" DIP _ A — — ��\� 3 56
SEWER PER CITY DWG. / i AP ROX. rLO�CAT10 1 �� •
NO. 3182 'i i� 28+64.12 EC D s \ 10+02.41
BEGIN PIPE
EXISTING 30" RCP STORM DRAIN / ���� 28+15.11 BC LINE "B"
PER CITY DWG. NO. 3277 / j / / SEE PROFI 3
ON RIG h
EXISTING SD MH/ PAN4VA 10+42.35 \
PER CITY DWG. NO. 3277
�G�p CND C.BE
NO. 1
/ �� W-10.00 , V-7.44
EXISTING UTILITY EASEMENT e 12 �' h
osFziSCy �jo
GRAPHIC SM
40 0 m 40 0 too
DATE I ENGR.I CITY I DATE
MMIM�AME
E 0KiK041M
SHOULD CONSTRUCTION OF REQUIRED
MOVEMEhM NOT COArMIDVCE WffHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DILK;ENT MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
BASIS OF BEARINGS -
BEARINGS ARE BASED ON THE NORTH LINE OF THE SOUTHWEST QUARTER
OF SECTION 36 BEING N89'5938"E AS SHOWN ON TRACT MAP 16158-2,
MB. 286/1-4.
BENCHMARK
PREPARED FOR:
YOUNG HOMES B.M. 1361, SPIKE IN NORTH FACE OF P.P.
10370 TRADEMARK STREET 11536697E AT SOUTHWEST CORNER OF
RANCHO CUCAMONGA, BASELINE AVENUE AND SULTANA AVENUE.
CALIFORNIA, 91730
1-70
FAX (909) 929167630
ELEMATI01t 1365.01
-V
Tp
ME
CONSTRL"ON NOTES
(D—INSTALL 30" RCP (1350-0)
Q— CONSTRUCT MANHOLE PER APWA STD. DWG. NO. 321-1.
(SEE DETAILS ON SHEET 3)
0—INSTALL 24" RCP (1350-D)
4o- REMOVE EXISTING BRICK AND MORTAR PLUG
Y�nt�EssroN
S.
HA MF F2�i
w No. 41976 rn
Cr
Exp. 613x;
\\- F CAS�F�
RECORD DOCUMENT
These Record Documents have been prepared
based on information provided by others. The
Design Professional has not verified the accuracy
and/or completeness of this information and shall
not be responsible for any errors or omissions
be incorporated herein as a result
161- oto
DATE
Prepared By:
ALLARD ENGINEERING
I
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
(90) 356-1815 Fax (909) 356-1795
Z
David S. Hammer, A.C.E. 43976 Dat
(expires 6/30/2005)
TRACT
16158-2
EXISTING
PERIMETER
WALL
EXISTING PAD 1414.4
11400
LOT 11
PROPOSED COMBINATION
RETAINING/PERIMETER
WALL PER SEPARATE
PERMIT
PROVIDE HOT DIPPED GALVANIZED
PROPOSED PERIMETER
PLATE FOR WALL SUPPORT PER
WALL PER SEPARATE
SEPARATE PLAN
PERMIT
1416.50 FL
1417.4 PAD
O SOUTH FACE
FINISH GRADE O
OF WALL
NORTH FACE OF
3' 3' I
WALL
---
MEN
I
--
--i
Mma
EED
rM
AMMO
M
■
ri
ME
Mww
__
_DEMOMM.MM
E
r:. ,
�MMMEE
E
MEM
I WE
CONSTRL"ON NOTES
(D—INSTALL 30" RCP (1350-0)
Q— CONSTRUCT MANHOLE PER APWA STD. DWG. NO. 321-1.
(SEE DETAILS ON SHEET 3)
0—INSTALL 24" RCP (1350-D)
4o- REMOVE EXISTING BRICK AND MORTAR PLUG
Y�nt�EssroN
S.
HA MF F2�i
w No. 41976 rn
Cr
Exp. 613x;
\\- F CAS�F�
RECORD DOCUMENT
These Record Documents have been prepared
based on information provided by others. The
Design Professional has not verified the accuracy
and/or completeness of this information and shall
not be responsible for any errors or omissions
be incorporated herein as a result
161- oto
DATE
Prepared By:
ALLARD ENGINEERING
I
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
(90) 356-1815 Fax (909) 356-1795
Z
David S. Hammer, A.C.E. 43976 Dat
(expires 6/30/2005)
TRACT
16158-2
EXISTING
PERIMETER
WALL
EXISTING PAD 1414.4
11400
LOT 11
PROPOSED COMBINATION
RETAINING/PERIMETER
WALL PER SEPARATE
PERMIT
PROVIDE HOT DIPPED GALVANIZED
PROPOSED PERIMETER
PLATE FOR WALL SUPPORT PER
WALL PER SEPARATE
SEPARATE PLAN
PERMIT
1416.50 FL
1417.4 PAD
O SOUTH FACE
FINISH GRADE O
OF WALL
NORTH FACE OF
3' 3' I
WALL
I I WATER PROOF
"' - t 'FOOTING WALL TO
} Y • _ - ELEV 1418.5
•� .
1414.9 IF 1415.50 FL OMIT 9 BLOCKS x 2 BLOCKS HIGH O FL
0 NORTH FACE OPENING = 12.00' x 1.33' HIGH
OF WALL 16 REBARS (HOT DIPPED GALVANIZED)
O 4"O.C.
DIRT SWALE
O NORTH FACE
OF WALL
Q�-IF ESS /0
HAw1d- CFy
z DRAWN BY.
No. 43976 m A-E
Cf- Exp. 6/30/05 * DESIGNED BY:
EW
C / V 11L. ��\P CHECKED BY:
FCFCAL tF� Aw AG
MON
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CITY OF FONTANA, CALIFORNIA
RANCHO FONTANA SPECIFIC PLAN
STORM DRAIN PLAN SCALE. AS NOTED
TR 16478 D APRIL, 2004
APP VED Y DRAWING NO.: Z
•3 •o
CITY EkGWEER C.E. 51152 3436 3
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