HomeMy WebLinkAboutWWP2701453.3—�� 127
NOTE: ASPHALT OVERLAY ON ROADS TO BE 1-1/2" CLASS`tB`1
STA0t10 26:LT- 1 \ �"_ s , I'STALLATION TO BE COMPLETED ONCE ALL UTILITY SERVICE
PUMP STATION 13 C SECTIONS ARE MADE AND ROAD BASE CUTS ARE RESTORED.
SEE DETAIL BELOW
4
126
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STA 0+ 15 5 LT 3t MH 3 <
- - -
INSTALL (1)4-'-90° BEND o ;
CONCRETE BL\OGKI a ✓ta' I S4,. t6 ', / x ..
MH2 671
I -
28 LF 8" PVC �--I —j 0 F y «�� /61 o 124 .:
22 23 24
21
J
20
25 2 >_
19
\
DRAINAGE -
OVERFLOW �. MH ( t MN IA 17 18 j / 26 /122
POND '9¢
s 16 I I
121
OUTLET CONTROL ?' C� I — i -- 27
�_
ADDED 6" PVC SIDE SEWERS
STRUCTURE `' 7 7¢
Station
-. M 9 / Length (Lt. Rt.)
1+50 15' Lt.
S;>,,'�/i '-�ove/¢ss y •,J2✓ vim. .-. 8 1+85 35, Rt.
4t Y.-rrt�o�7 - �.� ---.._ _ _ r-�`✓���. _ %� �.. /Z 1+90 15Lt.
CO #I 127 t_. F. PVC- 8�� Tiet °� (�" ` \
STA. 1+27, 20'LT I 1 C p� �..*9T
2+70 18' Lt.
50 Cedar T � � 16 �-' 2+80 33' Rt.
RiM= 371.00 \ _ - lstw O 3+25 33' Rt.
n iS' r��� je - �; - 29 ♦ i' 119 3+50 16, Lt.
1.E.=366.93(8! ,. _ �8"Deep S/g'r-� Myo% ' .3!' /S' ? S / 3,70 35, Rt.
0 _ �'v.jr�n�►✓slito� �IxK Tree ��
' fence vit/r a �' '_'• /✓^J%V¢yt 4+10 30' Rt.
V 6�PVf Sir 118 5+30 32' Rt.
New Side Sewers 6+os
ASIDE SEWE /5 r, tiTH/i 30 \ 23' Lt.
/ To Be Laid I n
hire Gaze -tee rd ,ocx
20 • ` �v! frh /� '� Muri t,' ti +60 25' Rt.
I
r' \
Common Trenches - -�
A�, \ �on•fio/ i�ine�. - , . %Xt.:.K � �. -.-�" \�(/ 6+65 25i Lt.
u F.F. = 371.50 „ p✓� of+pO 24" Separation Wherever \ \ 31 \
7+00 28 Rt.
i
7+40 30' Rt.
hpv 19 Possible (Typical) 2 117 +45 20' Lt.
r
9+25 20' Lt.
8+80 20' Lt.
F.F = 371.5G t Q 32 ` %<A, 116
15 115 a+ss 30' Rt.
SM/T// COYEL_ S \ >w r�
t.
We•,- We/.' MDUi:t ..3,`I�f`—ic' �y 6 .. loannr(C - �' \Y/ 9� \ r , 9460 10' Lt.
Corn ���
54' 7 ® \t;Gt !/t/5 10+05 43' Rt.
�3•ee Deea,ls Sheez' /5 — h n rri _
4 �� rn _�L' �` /OVA G G C.4T/�^ �O' �� �fi `
10+10 5' Lt.
e%' � / C i /ZT 10145 45' Rt.
��'- h1 H k 10 30' R t .
/GL E DE7�EMiV�l� Y 8 /<G 33 %/¢ 10+50 5' Lt.
1 r', a ,� MHIO
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f
a
,
�a d '
4 • /7 nu.} r e .�nc,yor ��' \• - ' Shee /S 11+80 40' Rt.
h S. Pasts / • • i a ,'\ / S .522
/
,y"alit LIFT STATION AND TURNAROUND DETAIL I 34 These Plans Were Revised By
''- - • ' � •� '�°� �' `� REVISED ED 1 PLAN' N' /®0 7s / � � Barghausen Consulting Engineers, Inc.,-
g',%9h Chain-Loe Gene Cedar I n
. ,. � "QJ �°arli�GLrsr Sic% Server ,/ ' '�T' �
� August Of 1984 To Reflect The
�074stat:on a/o�y �� 35 //03 Addition Of Side Sewers And Water
w'i�e Lzatc ;` I 26'® Zeny Meters For Servicing The Proposed
Lots. All Other Improvements,
Located Side Servic�'As
3 17ee
r/o ve ,2" Intc2tFr- Ser, ,Neces's.ary To Maintain Except Where Noted On Sheet 1 of 17,
Crushed .�oek p 10' Se ��ration B 'tween 36 37 38 39 Reflect Design And As -Built Information
p l
Water Main, And Side Service 1 I By Landmark Engineering Corporation.
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LIFT STATION ,AND TURNAROUND DETAIL
SCALE I"= 20'
rlRfGINAI_ DESIGN
SEE MODIFICATION AT RIGHT
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