HomeMy WebLinkAbout3043-8ENCASEMENT REQUIRED WHERE
• "-: - BOTTOM OF SO AND TOP OF LATERAL
= IS LESS THAN 1'
4' MIN PER APWA STD PLAN 223-1
SECTION A -A DETAIL ON SHT 11
SECTION A -A
CONCRETE ENCASEMENT DETAIL
NTS
R/W
6. 2. CL 20' 6' ,1
I-
CHANTEL DRIVE
CL INT SEE SHEET 5
;3+24.0033 ISABEL LANE
i i 142 141
144 i p \ R/W
\� 6 CURB GUTTER -
� I
ST =9+95.00 I 3 1 3
ISABEL LANE 10+00.00 1 10 _ _14
=13+24.03
5 6 5 I CL MHN89'16'S3'E
' 13' 145
i I �
Vg' MAIN 5' PUE (TYP)
/ \`'
r- �0
STORM
� A �' / INVERT
---
A\ M - AT R/w 146'e SEWIER 161
/ MIi 22.5' 45 LATERAL
'�---' MAI" � � " w MAX CHANTEL DRIVE
o.ao' 17.63' MIN
25.04' MAX SEE SHEET 5
4" SEINER LATERAL CROSSING DETAIL
5
CONSTRUCTION NOTES
INSTALL 8- EXTRA STRENGTH VCP SEWER
�- CONSTRUCT 48' PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112
3a- INSTALL 4' EXTRA STRENGTH VCP LATERAL PER CITY STD DETAIL 125
o-- BACKFLOW PREVNTOR (TO BE INSTALLED WITH PRECISE GRADING)
140
139
138 1 137
L 5' PUE
— 1-0 — — Tr—) — L
136
135 4+27 04 ISABEL LANE
=13+24.03 ELESA WAY
3 ST =14+21.97
=-414+27.04 ISABEL LANE
3+24.03
\ 1 CL MH
2t
i 134
z �
3 133
ELESA WAY
EE SHEET 4
R . 0 1A
E�ikl -w I am lwjmi
ter. &*I" DES" DATE MW 01Y DAIS SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
1 Rftt RD DQ PAVJ I N (� 3 ilo� �1 CS
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 INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
ES.S/ \
_o rA
o2 No. 31681 �
kE\xp. 12/31 /04
CIVI\_
F OF CA1.\F/
�4
" ��� 3162/0'/
LEGEND i T
CL CENTERLINE
MH MANHOLE
INT INTERSECTION
R/W RIGHT OF WAY
SO STORM DRAIN UNE
W WATER UNE
ST STREET STATION
10+00.00 SEWER STATION 40 0 40 80
1 "= 40' scale feet
act Inc.
�17 A Civil Engineering - Planning - Surveying - Public Works wN Bir:
1152 N. Mountain Ave. Ste. 100 - Upland, CA 91786-3669.909-982-7777 REF
PREPARED UNDELL:=13 N OF: �
REF
qwuj Y/u/oZ � Y
H ROLD A. GARCELON R.C.E. 31681 DATE: 94,R
I Alk
.:FA,741
' r � • 1
S `. sr-,
.n o
Q T
Ur—
Co
o E
1 409
co
10
�•
C M
Cq
11-21-01
cj
—c'
�o
G NO.:8
iN
c�
co
N N
.. Q