HomeMy WebLinkAbout5113-7N
W
W
DORAN LANE - MESSINA STREET aVYW SCAU
SEE SHEET 3 2 SEE SHEET 6 +o 0 20 +o 80 � so
64' 64'
32' 32' 32' 32' (IN 19T)
12' . 20' 20' . 12' � � IT , _ 2Tr207 , 12 111Q1s 40 FL
Z
- I---PROP(SED RI N
+J 2
5 52 53 54 55 56 57 58 59 60 3
PAD= 1 160.8 PAD= 1663.0 PAD= 1665.3 PAD= 1667.8 PAD= 1670.3 PAD= 1672.8 PAD= 1675.3 PAD= 1676.9 PAD= 1678.2 PAD= 1679.4
o 15
I.'
C41 O O O O o Z:} 64
I �$
PROPOSED 36" I BY OHERS
STOW DEIN � � I ' � � , 3 TP. PROPOSED R/W 3 TYP. b,
PER DAG# 5114 x I � ' . .....z - -
b, :: .........................._................. 65
..... ............
..... ...... .....
I
CL INTERECTION
Z I ,15+65.Oe CL SORWNO WAY=
10+00.00 SORIANO WAY= 1 "' °O N 00'23'33" W 2 236.00' 3 N 00'23'33" W 281.00' 4 15 I , 12+22.00 CL MESSINA STREE
14+46.00 DORAN LAME STREET SATION
CL MH NO. 6
t co
- I w w w
CL INTERSECTION I '
N
i
10+00.00 CL SORWgO WAY= I �..._.. �.... �.. �.. ,�..�.. �.... �.. :.�...._.. :: �..�... �.. �..�.. �.. _..�.. �.. �..�.: 66
14+46.00 CL DORAN LADE z,Ic
I '
STREET STATION 3 TVP. PROPOSED R 8" WATER 3 TVP. -
BY OTHERS .�
6, 8" WAER
r : i BY OTTERS ,
c <5, I �-
PROPGED R
r 77 76 75 74 73 72 71 70 69 68 67
PAD= 160.8 PAD= 1663.0 PAD= 1665.3 PAD= 1667.8 PAD= 1670.3 PAD= 1672.8 PAD= 1675.3 PAD= 1676.9 PAD= 1678.2 PAD= 1679.4
�I 4 4O 4O 4 4 4 I
1 20 20 1 1 12 1 20 1 a 20 owl 1
32' 32' 32' 32'
SORIANOW-AY64' 64'
DORAN LADE MESSINA STREET
SEE SHEET 3 SEE SHEET 6
D
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REVISION DESCRIFION
UCT N NOTES
t4CONSTRUC
1 CONSTRUCT T EX
TRA SNRENGTH V.C.P. SEWER MAIN
2 CONSTRUCT 48" PREG4STr CONCRETE MANHOLE PER CITY STD. DWG. NO. 2001
3 CONSTRUCT 4" V.C.P. SERVER LATERAL & HOUSE CLEANOUT PER CITY STD. DWG. NO 2005
T BACKWATER CHECK VALVE
BASIS OF BEARINGS: Prepared By: CITY OF FONTANA CALIFORNIA
SHOULD CONSTRUCTION OF REQUIRED QRpF ESS /ON,q
MOVEMENTS NOT COMMENCE WITHIN PREPARED FOR: THE BASIS OF BEARINGS FOR THIS MAP WAS TAKEN FROM THE SOUTH LINE ALLARD E �p Np �, q � SEMR OF THE SOUTHEAST QUARTER OF SECTION 10, TIN., R5W., S.B.M. AS o �IMPROVEMENT PLANS
......................
TWO YF�4R5 Of THE DATE OF APPROVAL STRATHAJ�I HOMES, INC SHOWN ON RECORD OF SURVEY, R.S. 35/9, BEING: N89'30'06"E ....
Civil Engineering -Land Surveying -Land Planning DRAWN BY:
SCALE.
SHOWN HEREON AND CARRIED FORTH IN A 16866 Seville Avenue HMG DBW TRACT 18�i AS NOTED
22D1 DUPONT DRIVE, SUITE 300 BENCHMARK Fontana, California 92335 c� No. 36052 m /
DILIGENT MANNER, THE CITY ENCINO MAY IRVINE, CA 92612 ^' DESIGNED BY: 50 NO WAY DATE:
CALTRANS BENCHMARK N0. 8-17 BRASS CAP IN CONCRETE S.C.E. (909) 356-1 5 Fax (909) 356-1795 Exp. 6/30/16
REQUIRE REVISIONS TO THE PIANS TO TEL (949) 833-1554 TOWER LEG. 343' N/0 HIGHLAND AVE., 0.2 MI. W/0 SAN SEVAINE RD., �� \Q. OBW ST 1 T A 15tZ.tO February, 2015
BRING THEM INTO CONH?IRMANCE WITH IN SOUTH CONCRETE BASE OF S.C.E. TOWER 19.5; 2.65 Mi. WEST Z q7, Clvl�- �' CHECKED BY. AP VED _ .��
CONDITIONS AND STANDARDS IN EFFECT ALONG HIGHLAND AVE. FROM SIERRA AVE. A nd t. Allard, R.C.E. 36052 Date F OF OgL�F� '♦ DATE: �' � 5113
aWAWN _ (expires 6/30/2016) JAB
CITY ENGINEER R.C.E. 51152 7
Filename: I:\Strathom Homes-129\Fontana 25ac\DWG's\FINAL DESrA\sewer\Phase 1\TR 18825-1 SEWER 07.dwg
4' SEM LATBWS TRACT 1
LOT NO.
DESIGN STA.
"As -BUILT" STA
YES No
LOT NO.
DESIGN STA.
OAS -BUILT" STA. BACKWATER
YES NO
51
10+57.9
X
68
15+14.0
X
52
11+07.0
X
69
14+53.0
X
53
11+57.0
X
70
14+03.0
X
54
12+07.0
L X
71
13+53.0
X
55
12+57.0
1 X
72
13+010
X
56
13+07.0
1 X
73
12+53.0
X
57
13+57.0
X
74
12+010
X
58
14+07.0
X
75
11+53.0
X
59
14+57.0
X
76
11+03.0
X
60
15+18.0
X
77
10+53.9
X
BASIS OF BEARINGS: Prepared By: CITY OF FONTANA CALIFORNIA
SHOULD CONSTRUCTION OF REQUIRED QRpF ESS /ON,q
MOVEMENTS NOT COMMENCE WITHIN PREPARED FOR: THE BASIS OF BEARINGS FOR THIS MAP WAS TAKEN FROM THE SOUTH LINE ALLARD E �p Np �, q � SEMR OF THE SOUTHEAST QUARTER OF SECTION 10, TIN., R5W., S.B.M. AS o �IMPROVEMENT PLANS
......................
TWO YF�4R5 Of THE DATE OF APPROVAL STRATHAJ�I HOMES, INC SHOWN ON RECORD OF SURVEY, R.S. 35/9, BEING: N89'30'06"E ....
Civil Engineering -Land Surveying -Land Planning DRAWN BY:
SCALE.
SHOWN HEREON AND CARRIED FORTH IN A 16866 Seville Avenue HMG DBW TRACT 18�i AS NOTED
22D1 DUPONT DRIVE, SUITE 300 BENCHMARK Fontana, California 92335 c� No. 36052 m /
DILIGENT MANNER, THE CITY ENCINO MAY IRVINE, CA 92612 ^' DESIGNED BY: 50 NO WAY DATE:
CALTRANS BENCHMARK N0. 8-17 BRASS CAP IN CONCRETE S.C.E. (909) 356-1 5 Fax (909) 356-1795 Exp. 6/30/16
REQUIRE REVISIONS TO THE PIANS TO TEL (949) 833-1554 TOWER LEG. 343' N/0 HIGHLAND AVE., 0.2 MI. W/0 SAN SEVAINE RD., �� \Q. OBW ST 1 T A 15tZ.tO February, 2015
BRING THEM INTO CONH?IRMANCE WITH IN SOUTH CONCRETE BASE OF S.C.E. TOWER 19.5; 2.65 Mi. WEST Z q7, Clvl�- �' CHECKED BY. AP VED _ .��
CONDITIONS AND STANDARDS IN EFFECT ALONG HIGHLAND AVE. FROM SIERRA AVE. A nd t. Allard, R.C.E. 36052 Date F OF OgL�F� '♦ DATE: �' � 5113
aWAWN _ (expires 6/30/2016) JAB
CITY ENGINEER R.C.E. 51152 7
Filename: I:\Strathom Homes-129\Fontana 25ac\DWG's\FINAL DESrA\sewer\Phase 1\TR 18825-1 SEWER 07.dwg