20241101ASP to Staff 8 - Attachment ACM Phase 1.pdf

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\wk _
_ \w� After vat connect o a�
proposed 6 C-900 water to existing �, v
water with a saddle top and vo/ve.
saw
SCALE 1 = 50'
Toe of existing
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After testin and approval,connect
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0.78 Ac. / �� ��\_ �� proposed 6 C-900 water to existing
7 // \ Roadside ditch wooer with o saddle tap and valve.
h_20'Water easement / �� �\_ Asa \
Ex.San.M.H.J/1
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0.75Ac. 5 / I �..���� \
I / 0.75 Aa / / I \ Q
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10 0.81 Ac. 0.75 Aa l / / d
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I Existing canal San.M.H.J/8 l 0.75 Ac. < W
Son.M.H. 7 a + 4 Lateral l / /
(200 Ste.6+15
\ \ 30'Sewer and water easement l /
7 L 4"Lateral l l\Q z
777:�\ 7 \ 30'Sewer and water easement l l �/ 2 /� 4"SDR-35/c 0
/ \ 6 /Q 0.75 As. / with 2"se an Ld rr
P V
\ l \'0177 \ l % l� W Toe of existing /
V) W7 10'Sewer easemen g Z
\ \ Son.M.H 6 0.78 Ac. _ / OLd
Sta. 4+58 / 3/4"Wooer l /
(16.0'Rt.) meter(typ.) San M.N. 1
1 San.M.H. 5 / / 0 Sto.2+39 / l
/ .5 Lt) _
0.5 Aa 0 Sta. 3+61 6 / U)
[[16.0"Rt) l 4"Son.lateral
COUNTRYBEAR CIRCLE 1 (tYP) l /San.M.H. 4
— — 0 Sta. 1+72
8"San C=192' (27.1'RL) / I.E. 6188.01
4 E. 61882t
(typ-)"San.lateral 7 /
sq Sto. 4+99 21'Rt. / Q / l
Instal/
BASIN 7 Sto. 4+08 21,it.— s"G.V.,Std FN/ \ Assy. w/7B. / dot/ San M.H./ I 6"x 6"tee, 6"G.V., / 9p0/ 0 Ste.3+63
sodtd F.H.. Assy., w/TB ��, /
0 / (22.4'Ct.)
12
1.09Aa / \ o /,/ /V1b 1 1
093 k. PROPOSED EXISTING
/ 13 SANITARY SEWER MANHOLE
0.75 Aa I San.M.H.JJ3 O
14 3 4"Water 0 Sta 5+03 30.4 Lt. SANITARY CLEANOUT • O
7 0.75 Aa meter(typ.) I Meadow Drive
Existing channel Sto.5+6024.5'Rt.-I tal/6" 0 Sta. 0+34(29.9'Ct.) SANITARY SEWER sA Fy�.d m
7 � ns
B —
® ass, 6"G.V. (3). Cap 6"to STORM MANHOLE QQ @ z °� o
_ -- the SW for future connection. / // z
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— — _ _ STORM SEWER --- o QJ� z
STORM SEWER LATERAL a z o
CATCH BASIN ■ ❑ o O
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— — Stub 8"Sewer 4{ WATERMAIN& VALVE < m
0 Ste.6+14
(16.5'Lt) Sta.0+40 227'Rt.—Cap WATER METER&SERVICE
6"C-900 Main(L=60)for
WATERLINE BLOWOFF
future connection
z rn
FIRE HYDRANT '' o
1 EDGE OF PAVEMENT ---------- LU
/ POWER POLE t w U z n
PAVEMENT w z o
J W
— U
GRADING FILL AREA U v o
CRADING CUT AREA