HomeMy WebLinkAboutS-020004EASEMENT L /NE
77L.F. 8" PVC.
FORCE MAIN
7-1
SEE SHT 3 OF,' _/-%1 �Y j
CONST L
32 132.
ION PER DETAIL SHEET 7
25' CONSTRUCTION
CONS7. WET WELL PER DETAIL SHEET 7 CONS T M.H. 8 EASEMENT CONST. N..H.9 —
32t32.11— — 36-1'-32,11 40-1-32.11 --
-CONST 35 L.F. -30 "CMP CULVERT 8" STUB - -- --
l lll1: 1111111111(1 l
W 1 W —- W
� � 30 "C -t ❑
CAUTION
4mlP GAS LINE
SOUTH END AUTO WRECKING
N. A. MAGNASON)
//bV. 9.51 INV 0.88
DRAINAGE DITCH
I
, i _ 1 I 1, I lam- I I 1 I'- i7TiT�7}TCTi ITr I 1 1 1 I. I I IT'[�7TT IiiT TT- (jTTTTITITI -rTl 3 l 36 38 EASVAL L EYROAD • 40
I 1 X11 11 III lllli(yi 111 l�11t (ti Ill I II, 1111 II 111111111 jl_ �J.11111111: ,I�I.J Ir,i IT T1 "Illt :I LI 11111111 111111 II II,I111111111III,
k
—W W y- - - -W W w Wy W —
--24'1 C.P. O PP Opp
❑ ' ❑
O �-
�M
N
c�
I` DRAINAGE DITCH
G
h , 5
U
�8" STUB
I INV. 217 1--- INV.9.35
CAU TION'I fl i , CAUTION Y
U.G. TELEPHONE I x i 4"'IP GAS LINE
•I, f �
r
i
I I
KOHL EXCAVATING CRAIG TAYLOR EQUIPMENT COMPANY
i
SCALE. HOR. = 1 "= 40'
VERT = 5 1 1 i
1-98.17
I - 1 1 1 1 Tt - 111 i 11 ,TTI7— ITCjrrn-TiT> f
_ 42,
24 C.P. —T
11 Icl1 1 (I 111,1ill�jj,�I rL11L j,u,f�11, 11111111111
W W —
OPP
CAUTION!!
U.G. TL> EPHONE
MERL/NO
ZO
h
J h
— 41
8 "STUB
_ INV 3 OS
Q
32*00 � OO t 34 00 36100 t :281-00 - t 40100 t 42100 _ t 44f00
p I
PROFILE TOE WIEaT SLOPE o
20 n ' h �i` �o�O Cr 4 20
N Oh PROF / _ LE TOP WEST SHOULDER °' o
PROFILE
15
.30 N C.P. PROP 30 "CMP CULVERT
/NV. 2?:74 II
2
i 9 C.P
INV 9.51 4 C P
INV !
9.35
/O
_ 7" -7777777777-
.
L /SCHAPGE /NY 5'SD 12 "D S.1i�V. 10.7 �- I � �- ' I
lVW IN i /. lv
5 W.11VV //.27) I FLOOR LIFT STATION 4.00 , ; 5.
8" PV. C.
FORCE MA /.'V INV 3.32 0 I - I S. INV- 1.97 i O
S /NV. 2.92
Q S INV 0.68 N.; fNV 2.13 N /NV 02
INV -0.50
W � � N „vV 0.78 W /NV. 2..13:
i^ :'r. INV 3.02 I
I W 0.84
ku
rn BOTTOM WET WEL L -5:50 I
-6.50 TOP FOUNDATION
400 L.F -10 "PVC P /PE @ S=0.30% 400 L.F. - /O" F IC G' /PE S= 0.30 % 266.06 L _- 8" PVC PIPE @ 5= 0.30 % 101.84 LF. - 8" PVC PPE
,jvQ� D erq$b'•�av^
q e ,
�� R M, j 'n,Ab 9�.&t5i`cp•�` •`' ��n
^r F'
0 SANITARY SEWER IMPROVEMENTS
�sn � ° L. /.D 298
T.
ou EAST VALL E Y ROAD
JA. MAY 1976
J.A.
AS SHOWN
4 7
°3
u
i e i
44
1111111/ i., 11111,1 ,,ILL L.I
W
J11 \I II,,`ill
II
Opp
Q
32*00 � OO t 34 00 36100 t :281-00 - t 40100 t 42100 _ t 44f00
p I
PROFILE TOE WIEaT SLOPE o
20 n ' h �i` �o�O Cr 4 20
N Oh PROF / _ LE TOP WEST SHOULDER °' o
PROFILE
15
.30 N C.P. PROP 30 "CMP CULVERT
/NV. 2?:74 II
2
i 9 C.P
INV 9.51 4 C P
INV !
9.35
/O
_ 7" -7777777777-
.
L /SCHAPGE /NY 5'SD 12 "D S.1i�V. 10.7 �- I � �- ' I
lVW IN i /. lv
5 W.11VV //.27) I FLOOR LIFT STATION 4.00 , ; 5.
8" PV. C.
FORCE MA /.'V INV 3.32 0 I - I S. INV- 1.97 i O
S /NV. 2.92
Q S INV 0.68 N.; fNV 2.13 N /NV 02
INV -0.50
W � � N „vV 0.78 W /NV. 2..13:
i^ :'r. INV 3.02 I
I W 0.84
ku
rn BOTTOM WET WEL L -5:50 I
-6.50 TOP FOUNDATION
400 L.F -10 "PVC P /PE @ S=0.30% 400 L.F. - /O" F IC G' /PE S= 0.30 % 266.06 L _- 8" PVC PIPE @ 5= 0.30 % 101.84 LF. - 8" PVC PPE
,jvQ� D erq$b'•�av^
q e ,
�� R M, j 'n,Ab 9�.&t5i`cp•�` •`' ��n
^r F'
0 SANITARY SEWER IMPROVEMENTS
�sn � ° L. /.D 298
T.
ou EAST VALL E Y ROAD
JA. MAY 1976
J.A.
AS SHOWN
4 7
°3
u
i e i