HomeMy WebLinkAbout3375-21355
il
Yf
i.
VON! - F/14
II
NOTE: CONTRACTOR SHALL RfY EXIPTING FLOWUNE E EVATION li
-----PRI0R-T0--5T) 4iff- ST"TfON--k-0--*TIFf-DE%N-
QVt ENGINE Ei OF AN DISCREPANCY. Il
II
1IL
2
X Ot
XTOE
NAT. GROUND
MID REOMST T MIN 257-12 or IV alp. $ENR mm
OF W W10
6+00 7+00
BASELINE AVENUE EXIST. 08L. 10' x 8' RCB PER
SEE SHT.9 - 19. NO. 2506 SHEET 9 DRAWING NO. 3050
IN T. HEMLOCK AVENUE
10' LANDSCAPING & PUBLIC UTKJT'
II 100 EW. TO CITY OF FONTAN,
I I I I i 18
oc, P-55.4
n5
LOT NO.
SIGN STA.
AS -BUILT STA. BACKFLOW
14
9+36
NO
15
8+75
5+98.88 ANDREA ST.
16
8+20
YES
17
7+44
-SL STA. 123+40.75 SASELINJ
AVE.
7+13
YES
19
7+09
j EX. S.M.H.
20
7+31
YES
21
8+16
ST. 8' W KA
22
8+69
YES
23
9+40
NO
V NNO. 14293
j 3 - NO. 2504
38
'R(
"ET 13
I
I
r, 17* WATER PER
14293,
NO. 2504,
T 13
T. 10 D.I.P SEWER
TRACT Na 1420
BASELINE AVENUE
SEE SHT. 9 - DWG. NO. 2506
LOT NO.
SIGN STA.
AS -BUILT STA. BACKFLOW
14
9+36
NO
15
8+75
YES
16
8+20
YES
17
7+44
YES
is
7+13
YES
19
7+09
YES
20
7+31
YES
21
8+16
YES
22
8+69
YES
23
9+40
NO
PWARED BY
FIRM: raab engineering, inc.
ADDRESS: 310 S. MAPLE ST., STE. D
CORONA, CA 92880
TELEPHONS(009) 2jM1072 FAX: (909) 272-0168
Lvret� 29616 qllgft,3
SIGNATURE RICE 13ATE
ANDR
. 1v I er w .
MIA m
?L FESS/o/v REV.
IQ * L. # 4 1
`4
c) NO. 29616
LU AN%lVVVVVAl0A%NVA'VM
DIAL TWO WORKING
4 Exp. 3/31/07 BEFORE DAYS BEFORE
YOU DIG YOU DIG
C' / V I \_ -
O(� TOLL FREE 1-800-227-2600
CF c 1 \�
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
T
�► III � ; � � � !
8 4_r
DO
all
-------------
OF '
PROFILE PROP, 24
---- --- ----
t
4�.
10+00 11+00 PROFILE SALE 120+(
VERT: I = 4'
HORIZ: 1 = 40'
NOTE: R
M ELEVAlONS
SHIWI
All_�ljMATE
_f
IIILY
TjOR
P
MR TO
1AVING.
121+00
----- -----
J.-
t3
55
PROFILE i OF PROP. 8* D I.P. 8"='WQ'
! j I ! i ���� ' I
A0
' I ��
1045
IQ
A
4
U. r I JCTILE I N PIPE
Ix ily x w Rca
122+00 123+00 124+00
FOXWORTH STREET PLUMHOSE STREET ANDREA STREET
SEE SHT,6 OWG, NO. 2506 SEE SHTJ SEE AT LEFT HEREON
7 10 17
T R�-� C -If N 0, fvj
J:
P-56.4
w -
is i a' -/t > - 106.33'
V7 Z.% 9 3 100-82,
x V)
III 10' LANDSCAPING & PUBLIC UTILITY
�j
I it
ESN T. TO CITY OF FONTANA .......
8 ......
9 18
P-58.2 P -MA EXIST. IT SEWER PER SHT. 8
20' SO & SEWER EASEMENT DRAWING NO. 250d
r
20' 50 & SEWER EASEMENf'
V7
> -EX.R W -EX RIW R/W
lit
(53)
7! .............. ......
....... ...... ................. ....... ....... . ........... ...... ...........
w ..... =32
Ex.a I EX. C&G
w 4.------ EXIST. D%. 10' x 8' RCB PER
0
0.0 <
SHEET 9 DRAWING NO. 3050
7
(6397
EX,R/w
III ! �I I I �1 �._0e S; (1 7"W)
�Q: �x �.
1
a -saw --Anna -4m 6, -mm" _m=&S -mm -=,a 7;"EX. C
W�wm
"=, - -"-anws -mssN --allall" -mss-4=0 -mm -ova" _4901166
-mss -ops -mss -am=
6 0 EX. R W
EXIST. 8' GAS PER EXIST. 17* WATER PER EXIST. 17-318' CWBR
TRACT NO. 14293 TRACT NO 14293f DWG. WATER PER TRACT MA
FOXWORTH STREET DWG. NO. 2504 NO. 2504, SHEET 13
14293, DWG. N4.2504,
SEE SHT.6 -DWG. SHEET 13 . NO. 2506 1 1 SHEET 13
CONSTRUCTION NOTE
CONSTRUCT SEWER MANHOLE PER CITY OF FONTANA STD. NO, 109, 112, & 114.
O CONSTRUCT 4" DIA. EXTRA STRENGTH V.C.P. LATERAL WITH CLEAN-OUT AND PLUG BASELINE AVENUE
PER CITY OF FONTANA STD. NO. 125.
CONSTRUCT 80 D.I.P. SEWER MAIN
INSTALL SEWER BACKFLOW DEVICE. NORTH
REMOVE AND RECONSTRUCT EX. CONCRETE ENCASED 10- D.I.P. SEWER WITH 10'
D.I.P. SEWER.
0 10 20 40 80 120
SCALE: 1"=40'
REVISION DESCRIPTION DATE ENOR. CITY DATE SHOULD CONSTRUCTION OF THE REOU69ED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM WO CONFORMANCE WITH CONUT IONS AND
STANDARDS IN EFFECT.
0 10 20 40 80 120
SCA -E: 1m=40'
Prepared Under The Supervision Of cl �:} c��iT/ANA, �iAI..��ORNl/A
DRAWN 8Y: SEWER PLM TRACT 16250 SCALE: 1 40' mm
DESIGNED BY- ANDREABASELINE AVE. DATE:
FOXWORTH ST. I FILUL4110N 8T SEPTEMBER 17, 2003
"To Iraw/0000= ST. T AP OMA ST.
Date CHECKED Bj4_ R . D BY: DRAWING , NO_-
1 1 2
-e
CITY ENCII DATE: L: 3375