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CONSTRUCTION NOTES
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0 Fir-' 1 ALL CONSTRUCTION METHODS, MATERIALS, STANDARDS, ETC. , RELATING TO THE
MH - I STA. O+DO -f I O SCOPE OF WORK SHOWN ON THIS DE-AWING SHALL BE PER EXHIBIT "A" CHAPTER 1 j ��
TOP - 147. Z 66 1 a " 1 c°'
G" IN (NW) 144.0' 0' to IA Q Fir, I THRU CHAPTER 3 OF THE UNIFIED SEWAGE AGENCY PUBLICATION CALLED THE H = ��f1 �O
8' OUT(EAST) - 141.4 ' RULES 4ND REGULATIONS RELATING TO SEWER CONSTRUCTION RESOLUTION AND 3:
ORDER NO. 82-45" , DATED 20, JULY, 1982. FOR INFORMATION REGARDING THIS
1 \ PUBLICATION, CONTACT THE UNIFIED SEWAGE AGENCY AT 648-8621.
1p1 p \p5o
- G THE GROUND AREA BETWEEN NEW MANHOLES NO, 3, NO. 4, AND THE EXISTING
MANHOLE TO THE SOUTH HAS NOT LEEN SURVEYED FOR THIS PROJECT. IT SHALL
BE THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE AND VERIFY THE
At 1141 D t)142
EXISTING CONDITIONS PRIOR TO SUBMITTING HIS IIID.
i
6" SAN ITAP-Y 6EWE2
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1 p a
LIN IFIED SEWERAGE AGENCY �a1' ,a ' ,pp 1
TP-EA-fl"IEKJT PLAN-f PROPEP-TY c ,
(TH 15 AREA 15 WITHIN THE
TIGA.RD CITY LI" ITS) Ln
141 b 1 e C
1 140.1 •Z. �
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i
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• 141 i t/4
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1 10,�e'Fir U'11 MH - 2- STA. 2+41-b-7 W
TOP = 136.6'
EXISTIMG IP-P-IGATIONI• 01.8 136.6 136.0 8" IN (WEST) 130.8'
SPRIt�JKLER. SYSTEMA . H
1.6 1 I 8" OUT (SE) = 130.6'
1 /1' t
e PERIMETER. e7 6Z ��9' N,/D`
.t
OF 17-OA D bt Ivo.a •p ,y�►o. 74d•OOZ 1
I 141.131, a1631�'2 1 �Fir p 131, U
EXISTING 30" SD (Y,
1.61 h o 141 / T 1�6.Z / 9 1,3
/-EX15T. FENCE 6 8" SANITARY 1336
lel 5Ewev__
'EY,15T1NG MANHOLE- 4 Al
1,x77 1/ ° ,
TOP - I Z3.04 14163 I 14 - ° 2e' Cu/vert
EXIST. 60" IM (N E) 10Z.3' i
3 N F_W 8" I iv (N E) = 1 17. Z' •�•...146' ,
±10'-O" NEW 8" INSIDE DROPa'E 131,0 d�Gs
CONNECTION PER •L11 g31,1�� f EXISTING IIZR.IGATION I�
U. S.-A. STANDAIZD5 1�P.9 S�' Zcfts; SPpINKLE2 PIPE O
SEE NOTE_ 2 _ 1z9.4 5 Z ,�h THIS AF-EA - VERIFY
• 619 O
12DING 6F-A0G LACATION -
8"5ANTAZY f MH -3 STA. 4-tOO
8" 5A ITAR.YIZ , TOP = 129.4 ' CID
S" I N (N W) - 12 3. (o'
q � / 8" OUT (SOUTH) 123.4'
40• °
MH-4 STA. 6-+ 5-1
TOP = 128.5 � `
� X26 0 r
8" 1 N (N O 2-T H) _ 121.6 "r-p- 1?5,y cr+
8" OUT(SOUTH) • 121. 6 IIIAAb / 'w
/t7.0 -
--� NORTH
00 o O � ♦♦^^
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ao n O V J
11Ws rock 4
0 cp
4 ►�, - Y0447e /ASO IL4A ss �"� ,�,• `t in rn .t
1� o
`-4 J
LLIt6a - NN in
O
�
Z w TOP EL= 147. 2 Z w 150.0 FT.
-
Ex1sT;reG... ---- - - - ---- - -- - 145.0 CO Z
r75 SANITARY SEWER SITE PLAN ^tea/IV.� T - _ - - ----- -__ _ - - --- N a
140.0
15.2 SCALE: ,,,=30' ------ -------- - --- - __ _ _ .-_ --- -__-_- - - ----- - _ _ - - --- - ----
.
- - - --- ---- ------ -- -__ -- 135.0 • �'' �
TOS EL- t 29.4'
r_
130.0
-- ---- _ - - - -
TOP EL= 123.04 T••p e' •'•, -! IL
-
r (Z) W
125.0 tt:
L En
--- NEW b 5AI'J ---- - *. 120. Q
CO M N ECT I O ISI _ _ _ -- _ -__ __ _ ----- _ __ . . _ _ __ _ 1150 q Z
8" I 51DE -:IU5.0' $" D.ff�F2 - -- - -' _-:__ J��.T.Di -�' O.DIr� _ -- --- -- ---- ---- - - - - 241 . 87' 0.044 - -- -
_-__- --- - RAP PER_ Q
A. ST D S ----------- --- - - ---
- - -- 110.0
- - --- ---- -
EXISTIN6 ------ -- E1C15T. (00'
MANHOLE SAWTARY SEWER 105.0
_
_ -
_ __ --- •-- -_ ____ - __ _ -_ ____-- -- -- 884210
100.0
c
46 SANITARY SEWER PROFILES
SCALE: 1"=30' HORIZONTAL
1"=10' VERTICAL
jj(i >la �l"I�E1 r�F:
I@ I_ ONE.
% 10 X88
OF' 1 70 so 130
ao 30 20 to 13
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NOTE: IF THIS MICROFILMED ( •- ------..,r 1
DRAWING IS LESS CLEAR THAN
THIS NOTICfii--IT IS DUE TO
[HF QUALITY OF THE ORIGINAL - ------_- w
DRAWING. OE 8Z 8Z LZ g . S2 1rZ E2 ZZ IZ OZ 61, I?I L1 91 51 41 EI eI I1 01 6I 0 L 9 9
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