HomeMy WebLinkAbout3034-3ACONSTRUCTION NOTES
1M— INSTALL 15" EXTRA STRENGTH VCP SEWER
INSTALL 8" EXTRA STRENGTH VCP SEWER
CL INT
181+37.62 BEECH AVENUE
= 12+10.43 ALPEN LANE
x
9410+4400
E—ND--PiP—E..
J �) INV=1504.93
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CURB do GUTTER
CURB do GUTTER
j PER MADOLE PLANS
e\00 DWG NO. 2956 B $0+00
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R/W
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�LA 3 C 82+00 N35
C>CA LP 81 +00
73
CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112 \
5� CONSTRUCT 60' PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112
a(MODIFIED FOR 60")
l INSTALL 8" VCP STOPPER
PTADDED
REVISION DESCRIPTION DATE ENGR. aTY
8" STUB TO PARK SITE, ADDED 4{C�
NSTRUCTION NOTES 3 AND 9.
Lo�D �IZP►W 1► -16 Z- ��-oil N6
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CURTIS AVENUE
F -A)
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J
CL INT
186+69.72 BEECH AVENUE
= 10+00.00 CURTIS AVENUE
`cuae & Wimt / \ I � I I � 3 5
R/W �
77 78 79 CURTIS AVENUE rT�r� r r
76 SEE SHEET 4 _I r' c-1 ,I _I
fT\ r\ r7 --
BEECH AVENU
DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
•!Z
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
•�(.pt� 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.
RSCORD PR w► N���
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No. 31681
Exp'LZi31
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= No. 31681 z
* Exp. 12/31/04/*
\ CIVIC � CA�\F�/
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CURVE TABLE
CURVE ANGLE LENGTH
RADIUS
TANGENT
A 5'26'39" 82.00'
863.00'
41.03'
B 17 35'54" 265.07'
863.00'
133.59'
C 917'41" 140.00'
863.00'
1 70.15'
LEGEND
EC END CURVE
CL CENTERLINE
MH MANHOLE
INT INTERSECTION
R/W RIGHT OF WAY
EX EXISTING
S SEWER LINE
SD STORM DRAIN UNE
GWMR GAUGE WELDED METAL ROD PIPE
W WATER LINE
ST STREET STATION
10+00.00 SEWER STATION .
40 0 40 80
1 "= 40' iiiia
scale feet
1:11:10P CITY OF FONTANA, CALFORNA
H rem Inc.
SUMMIT HEIGHTS 11
DET? A Civil Engineering- Planning - Surveying - Public Works AWN BY
REF �� PLM APD PROFL-E
1152 N. Mountain Ave. Ste. 100 - Upland, CA 91786-3669.909-982-7777 BEECH AVEILE
PREPARED UNDER THE SUPERVISION OF: t GNED BY:
' REF 77+00.00Q $2+27-07
4( 1 z/ G Z CHECKED BY. APPR BY
HAROLD A. GARCELON R.C.E. 31681 DATE: RDC w
-4�IT o Z
CAI/�IAICCD D !' C C.11C.7 nATC.
1 "= 40'
TE -
1 -18-02
►G NO.: 3
3OU 7
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