HomeMy WebLinkAbout3435-5BRITNEY DRIVE
SEE SHEET 2
50
25' 25'
5' 20' 20' 5'
1 - i cn3
�m
18 "i o
In I = 5
z� 3
19
CL MH 110 \
13+97.00 BRITNEY DRIVE \� % W
9+95.00 ABIGAIL LAVE ,
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3
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m 21 5
U U
01
40
♦ O
o +
4-
W
?OPOSED R/W 3
5
22
37
36 35
-- ---- �_--- ------
40
N 04'38" 4 N1 b
N
12 b
W W N W
3 LO
Lia
23 24 t' 25
ABIGAIL LANE
(NlEr)
I Id 0 40 R
W
v� a
34 33
c' 0 3
N
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32
r-7 PROPOSED /w 31
-- n CL
13
W LO W --
PROPOSED
(BY OTHERS
26
Uj
27 �
12 ABIGAIL ANE`
0 ATHENA DRIVE
30
29
SEWER LATERALS TRACT 16478
LOT NO.
DESIGN STA
"AS -BUILT" STA
BACKWATER
YES NO
21
1
1 of 21Q
22
I M
I j
�k
23
11+33
24
11+53
11-1- 53
—
25
12+42
IG
—
26
12+63
1 Z. 4- 43
—
27
13+38
1!!,-t 38
—
31
13+83
10' 20'
1 20' 10'
g
y
3+ SS
—
33
13+35
30'
30'
34
0
+
12-+ 46
—
6'
12+29
0
—
36
1 11+45
It •1-45
—
ATHENA DRIVE
1 11+25
SEE SHEET 2
12 ABIGAIL ANE`
0 ATHENA DRIVE
30
29
�.( 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
which may be incorporated herein as a result
DATE
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.
TI
EXISTIN(
8" DIP
PER Cf1
NO. 311
PER CITY DWG
NO. 3277
LINE A'
ti
Is
REMOVE EXISTING 8" PLUG AND JOIN EXISTING 8" D.I.P. SEWER
&-CONSTRUCT 48' PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112
3a—CONSTRUCT 4" EXTRA STRENGTH VCP SEWER LATERAL AND CLEANOUT PER
CITY STD. DWG. NO. 125 (SEE GENERAL NOTE NO. 30)
CONSTRUCT 8" EXTRA STRENGTH VCP SEWER MAIN
5O—INSTALL BACKWATER CHECK VALVE
&-CONSTRUCT 8" DIP SEWER MAIN
Q REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF REQUIRED BENCHMARK Prepared By: RCFESS 0 CITY OF FONTANA, CALIFORNIA
ZE
O IMPROVEMENTS NOT COMMENCE WITHIN PREPARED FOR: ALLARD ENGINEERING �ae�o
Z B.M. 361, SPIKE IN NORTH FACE OF P.P. �F Fy RANCHO FONTANA SPECIFIC PLAN
TWO YEARS OF THE DATE OF APPROVAL YOUNG HOMES # PO
Civil Engineering -Land Surveying -Land Planning O � �D A A'O �L A�Q
0 0 1536697E AT SOUTHWEST CORNER OF �? DRAWN BY: M 1�l 64 v SCALE:
SHOWN HEREON AND CARRIED FORTH INA 10370 TRADEMARK STREET 8253 Sierra Avenue i " ,
BASELINE AVENUE AND SULTANA AVENUE. c' No. 43976 m AE -9A* 1 =40
N DIAL - DILIGENT MANNER, THE CfiY ENGINEER MAY RANCHO CUCAMONGA, Fontana, California 92335 � � ABIGAIL Edo LINE
TWO WORKING
CALIFORNIA, 91730 (909) 356-1815 Fax (909) 356-1795 Exp. 6/30/05 DESIGNED BY: DATE:
C) B E F ❑ R E DAYS BEFORE REQUIRE REVISIONS TO THE PLANS TO * * EW -- SEWER IMP PLAN APRIL, 2004
Y ❑ U DIG YOU DIG BRING THEM INTO CONFORMANCE WITH (909) 291-7600 ��
Dj--.44 -Y C i V 1 � �� CHECKED BYE `' APPROV BY: DRAWING NO.: 5
o TOLL FREE 1-800-227-2600 FAX (909) 291-7630 David S. Hammer, A.C.E. 43976 Date F
+- A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CONDITIONS MID STANDARDS IN EFFECT O,� E
ex ares 6/30/2005) CALL RF � Z2' OY
1Go1�� pR2+•� l nlb !� d, I6 ev ELEVATION: 1 .01 P - CITY ENGINE R.C.E. 51152 3435 5
r11C11V1110. m:VnV./ 1.P 11/n1V%L VLXVI'V/,11nLL1/ IVT/V-nJ-VJ.VAV
SEWER LATERALS TRACT 16478
LOT NO.
DESIGN STA
"AS -BUILT" STA
BACKWATER
YES NO
21
10+26
1 of 21Q
22
10+43
1 v+ 43
�k
23
11+33
24
11+53
11-1- 53
—
25
12+42
%2+42-
—
26
12+63
1 Z. 4- 43
—
27
13+38
1!!,-t 38
—
31
13+83
13+63
—
32
13+55
3+ SS
—
33
13+35
13+ 3S
—
34
12+45
12-+ 46
—
35
12+29
12-+ 21
—
36
1 11+45
It •1-45
—
37
1 11+25
11.4- 5
38
1 10+55 1
104-5's
�.( 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
which may be incorporated herein as a result
DATE
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.
TI
EXISTIN(
8" DIP
PER Cf1
NO. 311
PER CITY DWG
NO. 3277
LINE A'
ti
Is
REMOVE EXISTING 8" PLUG AND JOIN EXISTING 8" D.I.P. SEWER
&-CONSTRUCT 48' PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112
3a—CONSTRUCT 4" EXTRA STRENGTH VCP SEWER LATERAL AND CLEANOUT PER
CITY STD. DWG. NO. 125 (SEE GENERAL NOTE NO. 30)
CONSTRUCT 8" EXTRA STRENGTH VCP SEWER MAIN
5O—INSTALL BACKWATER CHECK VALVE
&-CONSTRUCT 8" DIP SEWER MAIN
Q REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF REQUIRED BENCHMARK Prepared By: RCFESS 0 CITY OF FONTANA, CALIFORNIA
ZE
O IMPROVEMENTS NOT COMMENCE WITHIN PREPARED FOR: ALLARD ENGINEERING �ae�o
Z B.M. 361, SPIKE IN NORTH FACE OF P.P. �F Fy RANCHO FONTANA SPECIFIC PLAN
TWO YEARS OF THE DATE OF APPROVAL YOUNG HOMES # PO
Civil Engineering -Land Surveying -Land Planning O � �D A A'O �L A�Q
0 0 1536697E AT SOUTHWEST CORNER OF �? DRAWN BY: M 1�l 64 v SCALE:
SHOWN HEREON AND CARRIED FORTH INA 10370 TRADEMARK STREET 8253 Sierra Avenue i " ,
BASELINE AVENUE AND SULTANA AVENUE. c' No. 43976 m AE -9A* 1 =40
N DIAL - DILIGENT MANNER, THE CfiY ENGINEER MAY RANCHO CUCAMONGA, Fontana, California 92335 � � ABIGAIL Edo LINE
TWO WORKING
CALIFORNIA, 91730 (909) 356-1815 Fax (909) 356-1795 Exp. 6/30/05 DESIGNED BY: DATE:
C) B E F ❑ R E DAYS BEFORE REQUIRE REVISIONS TO THE PLANS TO * * EW -- SEWER IMP PLAN APRIL, 2004
Y ❑ U DIG YOU DIG BRING THEM INTO CONFORMANCE WITH (909) 291-7600 ��
Dj--.44 -Y C i V 1 � �� CHECKED BYE `' APPROV BY: DRAWING NO.: 5
o TOLL FREE 1-800-227-2600 FAX (909) 291-7630 David S. Hammer, A.C.E. 43976 Date F
+- A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CONDITIONS MID STANDARDS IN EFFECT O,� E
ex ares 6/30/2005) CALL RF � Z2' OY
1Go1�� pR2+•� l nlb !� d, I6 ev ELEVATION: 1 .01 P - CITY ENGINE R.C.E. 51152 3435 5
r11C11V1110. m:VnV./ 1.P 11/n1V%L VLXVI'V/,11nLL1/ IVT/V-nJ-VJ.VAV