HomeMy WebLinkAbout3881-4„ •�,,1 10+00
11+36.48 CL MH N0.1.3
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11+36.48 CL MH N0.1.3
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PAD=90-0
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PAD -92.2
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PAD=94.3
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DWG. NO. 381
9
PAD=96.5
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SEE SHEET 3
m
RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
PART, ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF.
10
PAD=98.7
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PROP. R�'
14+00 15+00 16+00
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PAD=100.9 PAD=10%. 56
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RECORD DRXIMAt PREH4/E` O
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19+00
19 20 I 211
PAD=110.1 PAD=111.4 1 PAD=112.8
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16+94.43 CL MH NO. 16 __ ___ BC
� 51 � � � � � 17+60.05 � MH N � .17
RAEBURN LANE 1.7f 05 � 51 ` ' � =27+65.25 GALA ; AVENUE 52
2 15+11.11 B } / 56 N,
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83 8 M _ '' / � � 0 PAD=102.8 � k � �
PAD=101.7 PAD=102.8 ArCHL�NE 17+ �'� PA�,t- / . , ' 0 I
4 i2• O.C.SEER 20,��-10 i .3 r,, �� { F'AD�112.3
# �CHr SEWER CONSTRUCTION NOTES
51 CONSTRUCT 8" EXTRA STRENGTH VITRIFIED CLAY PIPE PER
rto Z CITY OF FONTANA STANDARDS AND SPECIFICATIONS. I
a o
Z
MIN. OD MIN.
PIPE CONC.
ENCASEMENT A
N.T.S. 4
CONSTRUCT STANDARD MANHOLE
STANDARD DETAIL 112.
56 INSTALL 4" SEWER HOUSE LATERAL PER CITY
OF FONTANA STANDARD DETAIL 125. SEWER
LATERAL CONNECTION SHALL BE CORE DRILLED
AND SADDLED
57 INSTALL BACKFLOW PREVENTER
58 PIPE CONCRETE ENCASEMENT PER DET. ON SHT4
20+00
22"
PAD= 114.2
1 !943.3 56
GABA AVE t;IF
[m
80
PAD=114.6
No CURVE TABLE
CURVE
I LENGTH FADIUS ITANGENTI DELTA
C51
247.911 370.001 128.81 38-2--1'93-
�4zflf]
(-42" SD 11 1
DWG. NO. 3881
d
PAD=115.5�F=�A.!�=116.8 j 2�
# 56 EC PAD=117.2
/ 20+07.96 q MH N0.18
=25+13.99 GALA AVENUE 52
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56 O O
{56 f9 C51
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PAD= 116.3
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H NO.19
kLA AVENUE
PAD=117.1 I
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GRAPHIC SCALE
( IN FEET )
1 inch = 40 ft
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