HomeMy WebLinkAbout3976-2T_
n2
Q>
2
C-1�
cq
cx
lcc
7 i -T
NOM
I
3
CONTRACrOR TO VERIFY LOCATION
-1 7 -i- I I i T
AND MWATION PRIOR TO START
i T i OF CONSTRUCTIOR
-A
-71
rq
of i
M I-
00
EXISTING GROUND!
- - - - - - - ---
OVER--SEWER:
to
X, CID
T--
-- ----- ---- c
Cl, t
-SURFACE
PROPOSED- FINISHED
>
OVER ---SE-WFJ,?
I- t
ell,
-KUI-
7-t I
L
P ER --CITY-- QWC.
SD-X-ING
i A i i
STORM DRAIN V
U -PROP
. ..........
0
JNG --- -7
P 3! z:-! 7_00—;. i -o ------
)%
loll,
+
L --r777777
7
Go
+
c
77
I/W -4--1 a-
-SEWER--
- --- --- ------ - -VCP
CONSTRUC T LF- CONSTRUQT42343�-Lt, Uh, EXT1WSTRENGTH-VCP-SEWER-- CONSTRUCT- 305�50-LF- OF a -D(WSTRENGTH
:11-A rAl- TRENG-TH P-SEVVER—'
X-rRAS _Vc_
C14
cq LLJ
_04
'--VCP* S
LF -017 -87 -EXTRA -7
,CONSTRUCTL,' 8 -STRE TH EWEf?
r- - -----
i
DIP 8
PROFILE
Im.— 40'
L! HM
11+00 124POO 134POO 14+00 15#00 1&00 17400 18+00 19+00 20+00 21+00 VERY: IA.- 4-1
MANCHESTER COURT
miRABELLE WAY PACHECO COURT
SE SHEIT N 6
—SEE SHEET NO. 5 SEE SHEET NO. 4
\,j
66'
64'1 0- 12
I- 1 (n cj
3
30
12 r_3 I 110 8 59 58 57 56
6 5 55
_j __j QQ \j M.
12' 20, 1". r.> 1\ 12 is 12' 40
-PROPOSED 30" STORM 54 41 C--) J
Z!J:
CC 5:
UJ PROPOSED 8* WATERI. DRAIN PER CITY DwG PROP ED R W
I 1-i rl*-* cc PROPOSED
3 Ly V� 8 WATER 17+60.24 CL PICARDY PLACE=
ca BY OTHERS NO. 3977 0 C. H4J
ra.� 3 13Y OTHERS
4- 3 3 3 /'10+00.00 CL PACHECO C6URT PROPOSED R/W V
C-3 z k V�
0 Q� C.D 'C4
m :z z Q I-- CD _c14
Ej
to CD �7z
20+71.74 CL PICARDY PLACE=
(Z) w w w w tO+00-000 CL MANCHESTER COURT
=_ 04 C)
rn clq
LLJ co
12
01215. 18' -co N89-58 16-W 12.7C
\'0'N89*58'1 6wW N8W58 16 309.50
00 a Q N89'58'1 6"W I\ CN CN
CD �-: LO 00 N /V f V v V
5 j V cf) 0:: . 1 1 - I LLJ [D /0 --
EL Z: C14
%_ 11 >_ tPROPOSED R W
(D LIJ C..)
10+00.00= 3 3 3 3 3 3 ly, -: � iC5
38+05.00 PDX 6111 DWG. NO. 3696 + cz
9 1111,_ 3
T-- __j m
LO Go V) d
13 >- f"D 19 >- o20 21 22 23 24 25
co to z >_ 26
10 11 12 c�j LLJ- 14 15 16 17 18 IL+36.63
c - 3 w m LLJ
C6 fj 2 PICARDY PLACE -
Lo PROPOSED R/W 114c
+ + C*-) Cj R-) 2
ce- C/) �CL CL .15c 9+93.00 MANCHESTER COURT
rL
0 cq 68' 1 //y d,#gR11:zz Z4� CL MH #5
z cm 00 V- 01
134' 34 11
iE V.
r -i ui:t co c�
F n cnm " cl 12) 12' +
�5 cn c; lots (1pi + + to c;
m_j (0 00 + _j
Go cq C)
CYPRESS AVENUE rA CWFI I I A NF fTAPW1r CrAl I:
IL
r_ L -i btt U I Y UW4 NU
En ?— F__:
x
c_> cn
40 0 20 40 80 160
CONSTRUCTION NOTS
PICARDY PLACE CONSTRUCT 8" EXTRA STRENGTH VCP SEWER MAIN (IN flET)
I M 40 Fr.
CONSTRUCT 48u PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112
(D CONSTRUCT 4" EXTI?A STRENGTH VCP SEWER LATERAL & CLE4NOUT PER
CITY STO DWG NO. 125 (SEE GENERAL NOTE NO. 30)
lie
J.
CONSTRUCT 8" DIP SEWER MAIN
lu No. 36052
&A—SIS OF BMRINCS: REMOVE EXISTING SEWER PLUG aff4. i Exp. 6-30-20
4 y
BEARINGS ARE BASED ON THE CENTERLINE OF WALNUT AVENUE le zwv/1/10 I/ A - lef - 4w clW_
lenf 2van_50 4�rol
BEING NORTH 89*58'16" WEST AS SHOWN ON TRACT 16572, RECORDED IN
MAP BOOK 304, PAGE 38-44, RECORDS OF SAN BERNARDINO COUNTY
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF REQUIRED ORICIML BENCH"K Prepared By: VESS/0 CITY OF FONTANA CALIFORNIA
MROMAENTS NOT C0~CE VMIN CITY OF FONTANA BU -361 ALLARD ENGINEERING 1;�) , \V S. HA 4f,
R.R. SPIKE IN PP NO. 1536697E AT THE SW CORNER SEWER IMPROVEMENT PLANS
C:= IWO YEARS OFTHE DATE OFQIWOVA YH WALN(ff LLC OF BASELINE AVENUE AND SULTANA AVENUE. Civil Engineering - Land Surveying - Land Planning
1-2 r, 1-1 co DRAWN BY: SCALE-
/VVVVVVVVVVVVVVVVVN&W SHOWN HEREON AND CARRIED FORTH IN A ELEVATION: 1365.01, SINCE DESTROYED B253 Sierra Avenue �z
10370 TRADEMARK STREET 0 No. 43976 m AE ]Fmp NO* 16723 AS NOTED
DILIGENT MANNR THE CITY ENGINEER MAY Fonlana, lalibmia 12335 U-1 m
DIAL TWO WORKING RANCHO CUCAMONGA, CA 91730 35 1 15 Fax (909) 356-1795 cy- Exp. 6/30/07 DESIGNED BY. DATE.
BEFORE DAYS BEFORE 01"UIRE REMNS TO Tff PLMS TO Siff BFNCHWRK ML 7 Y PLACE OCTOBER, 2005
YOU DIG YOU DIG A� TEL (909) 291-7600 SW CORNER, SEC. 31, TjN"., R.5W., S.BM.-2" I.P. (0 /-7PM9P
Z4 Z4 m BFJNG THEM INTO CONFORMANCE WM FAX (909) 291-7630 WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF c1V0_ CHECKED BY: AP OVEn 17 lot DRAWING NO.
2
7V 4g 511411, -
TOLL FREE 00-227-2600 ZL CONDITIONS AND STANDARDS IN ffFECT BASELINE AVENUE AND CITRUS AVENUE. David S. Hammer, R.C.E. 43976 Date C—A L m I J, &1, QATE:J_
(expires 6/30/2007) R.C.E. 51152 3976 6
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERI T 8HATI01t 13906
I I zL I 2z v g, 5,:- we, e ///p e 7 s- g, im, w1l Filename: M:\dwg\15931 \Final Design\SEWER\16723 SWR02.dwg
SEWR LAUMS TRACT 16M
LOT NO.
DESIGN
STATION
of
AS -BUILT` 13ACKWATER VALVE
STATION YES No LOT NO.
DESIGN
9ATION
*AS-BUILr BACKWATER VALVE
9ATION` )OS NO
5
12+82
NO 18
16+89
NO
6
11+92
NO 19
17+67
NO
7
11+30
NO 20
18+40�Yl
NO
8
11+23
NO 21
18+76
NO
9
11+27
NO 22
19+30
NO
10
11+545:5-
NO 23
20+02
NO
11
12+2400
NO 24
20+48
NO
12
12+M3
NO 25
21+09
NO
13
13+48
NO 55
16+60
NO
14
13+01
0 1 56
16+06
NO
15
14+56
NO 57
15+45-55
NO
16
15+81
NO 58
1 4+W86,
NO
17
16+67
NO 59
13+93
NO
40 0 20 40 80 160
CONSTRUCTION NOTS
PICARDY PLACE CONSTRUCT 8" EXTRA STRENGTH VCP SEWER MAIN (IN flET)
I M 40 Fr.
CONSTRUCT 48u PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112
(D CONSTRUCT 4" EXTI?A STRENGTH VCP SEWER LATERAL & CLE4NOUT PER
CITY STO DWG NO. 125 (SEE GENERAL NOTE NO. 30)
lie
J.
CONSTRUCT 8" DIP SEWER MAIN
lu No. 36052
&A—SIS OF BMRINCS: REMOVE EXISTING SEWER PLUG aff4. i Exp. 6-30-20
4 y
BEARINGS ARE BASED ON THE CENTERLINE OF WALNUT AVENUE le zwv/1/10 I/ A - lef - 4w clW_
lenf 2van_50 4�rol
BEING NORTH 89*58'16" WEST AS SHOWN ON TRACT 16572, RECORDED IN
MAP BOOK 304, PAGE 38-44, RECORDS OF SAN BERNARDINO COUNTY
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF REQUIRED ORICIML BENCH"K Prepared By: VESS/0 CITY OF FONTANA CALIFORNIA
MROMAENTS NOT C0~CE VMIN CITY OF FONTANA BU -361 ALLARD ENGINEERING 1;�) , \V S. HA 4f,
R.R. SPIKE IN PP NO. 1536697E AT THE SW CORNER SEWER IMPROVEMENT PLANS
C:= IWO YEARS OFTHE DATE OFQIWOVA YH WALN(ff LLC OF BASELINE AVENUE AND SULTANA AVENUE. Civil Engineering - Land Surveying - Land Planning
1-2 r, 1-1 co DRAWN BY: SCALE-
/VVVVVVVVVVVVVVVVVN&W SHOWN HEREON AND CARRIED FORTH IN A ELEVATION: 1365.01, SINCE DESTROYED B253 Sierra Avenue �z
10370 TRADEMARK STREET 0 No. 43976 m AE ]Fmp NO* 16723 AS NOTED
DILIGENT MANNR THE CITY ENGINEER MAY Fonlana, lalibmia 12335 U-1 m
DIAL TWO WORKING RANCHO CUCAMONGA, CA 91730 35 1 15 Fax (909) 356-1795 cy- Exp. 6/30/07 DESIGNED BY. DATE.
BEFORE DAYS BEFORE 01"UIRE REMNS TO Tff PLMS TO Siff BFNCHWRK ML 7 Y PLACE OCTOBER, 2005
YOU DIG YOU DIG A� TEL (909) 291-7600 SW CORNER, SEC. 31, TjN"., R.5W., S.BM.-2" I.P. (0 /-7PM9P
Z4 Z4 m BFJNG THEM INTO CONFORMANCE WM FAX (909) 291-7630 WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF c1V0_ CHECKED BY: AP OVEn 17 lot DRAWING NO.
2
7V 4g 511411, -
TOLL FREE 00-227-2600 ZL CONDITIONS AND STANDARDS IN ffFECT BASELINE AVENUE AND CITRUS AVENUE. David S. Hammer, R.C.E. 43976 Date C—A L m I J, &1, QATE:J_
(expires 6/30/2007) R.C.E. 51152 3976 6
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERI T 8HATI01t 13906
I I zL I 2z v g, 5,:- we, e ///p e 7 s- g, im, w1l Filename: M:\dwg\15931 \Final Design\SEWER\16723 SWR02.dwg