HomeMy WebLinkAbout2535-21"
PROFILE SCALE
VERT: 1" = 4'
HORZ: I" = 4€1'
SE E SHE E T 3 OF 3 FUTURE CURB & GUTTER PER DWG. 2534
CONSTRUCTION NOTES:
0 CONSTRUCT SEWER MANHOLE PER CITY OF FONTANA STO. DETAIL 109, 112, 6 114.
0 CONSTRUCT 8" V. C. P. SEWER MAIN ( EXTRA STRENGTH W/COMPRESSION JOINTS).
D CONSTRUCT 6" DIA. ( EXTRA STRENGTH) V. C. P. SEWER LATERAL WITH PLUG PER
CITY OF FONTANA STANDARD DETAIL 125.
18" RCP STORM DRAIN 1 11 �,i4 Q) REMOVE AND REPLACE EXISTING ASPHALT PAVEMENT PER CITY OF FONTANA
WITH INLET STRUCTURE I II > i w STANDARD DETAIL 131.
13' I 5 INSTALL 8" V.C.P. PLUG
I II a I_1 6 SAWCUT TO NEAT CLEAN EDGE
Z • cv I
API. 240 - O11 - 14 APN. 240 - 011 - 32 I II < IL ( APN. 240 - O11 - 33A
III =
c
, 3
o fz I
EXISTING 8" SEWER. SEE FUTURE RIGHT - OF -WAY I I# = i"I N !
DRW #1855. SHEET 3 11 = T I I
BENCH DARK:
i l r
EX. M. H. STA. 15+80 17 M. H. N0. 5, STA. 17+98. OO % MH NO. 1, STA. 20+13.01 C/L OLEANDER AVE. J_.
STA. 65+66.48 C SOUTH HIGHLAND AVE. 1
FUTURE CURB & GUTTER / h of MH N0. 2, STA. 22+20. 50 C 0 EANDER AVE.
FUTURE R/W � I iE 1 I 1
PRESENT R/W 243, / � N 10. 40' c 1 — — STUB OUT SEWER MAIN 4' NORTH OF M. H. —
130 �/ j � � — — G i
-- — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — �, ••� _ —_ .� — _ — — _ — _ — -- — — -------------- --- -------------------------------------
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s '�• 1 _{,y� _ _
N _____ _r_ _____ _ _ _ r_ _ __ _ r __ __
— — — — — — — — — ______ ___ ar �r �_m
S
,_, •_ " ,_,_ •-•-'N 00' 15 �56" W - - -'--'-"'_•_•_•_. _•_,_ _. •-• N OCi' �15' 56" W •- •- - 5' 22 — - •-•--•_,_,_,_, .
51 18
1 ------------ �-=- -------- 4-- --------------- E.P.----------------------------�------------- ---- ---- ;.- --------------------2 N
------- �-------�
----—---
W ---------------
70' — — — 132' 168. 25'
FUTURE RIGHT-OF-WAY
1 f ( FUTURE RIGHT-OF-WAY
APN 240-041-08 L APN 240-041-08
APN 240-041-16 APN 240-041-28 STA. 20+00 CA OLEANDER a 00 � 35' APN 240-041-09
STA. 65+71.51 C/L SOUTH HIGHLAND AVE.
CALTRANS NO. 22-E-95
BRASS DISK, LOCATED
484.83' SOUTH OF INTERSECTION
OLEANDER A SOUTH HIGHLAND AVE
ELEVATION 1497. 15131
STUB OUT 8" SEWER PIPE
58' EAST OF M. H.
INV. 1496. 56
DI
CIVIL ENGINEERING CONSULTANTS
INiCINd'ZRlNC - P6AMNIXC - SURYdYlNC - CIYILGIDD SOfTMARd SUPPORT
680 S. IIATERA(AN AVE. SAN BERNARDINO, CA. 92408 - (909) 885-3800
18" FRCP STORM DRA I N
WITH INLET STRUCTURES
FUTURE 17" DIA. CMLS WATER MAIN
{
L 4
SIG { ", rCITY OF FONTANA,CALIFORNIA
REV I S I ONS Eng(...« C,tr LLY�
o+rel "to swirl Q*tam r..
DRAWN I3Yh
AVC f c
SCALE:
CHECKED BY = SEWER PLAN-OLEANDERAVE, 1
4
ds
BRH
'
scPLAN & PROFILE
SCALE
AS L NNY L. _ . 216 AT
DATE:
2 SEPT 1 W
975507 APPROVED: d-d-�- 1106!i v DRWNO.
T
2SEPT 97 �fc CITY ENG I NEER RCE 25126 DATE 25.35 SHEET 2 OF 3