HomeMy WebLinkAboutSWP5102124.1VARIES VARIES
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Lj1
-�
1.5 L5
TYPICAL DITCH SECTION
MT TO SCALE)
CONS TRUC T NE W
DI TCH SEC T117N
DA BENCH MARK EL, = 99, 90
R.R, SPIKE 1,0 fit,
NORTH FACE of
PO WER PUL E
EXISTING SANITARY
SEWER MANHOLE
EXISTING STORM +--�
MANHOLE
GRATE E 94,,29- 91,15 C,B, #1
GRA TE EL, = 9 Q� 90,317
TALL 6 L,F, OF
18' CPEP PIPE
83,67
LE—
c. „
r
i�
SLOPE 1.00%
L _ 44P 84,94
L X1., TINS
8
LE 83,99 �►'�' _
EXIS TING 12" CDNC
EXISTING F,L, 83,09
CLEAN EXISTING
12' STORM SEWER
SECTION A —A
DETAIL FOR TYPE --I
CONNECTION TO
CIS TINE MANHOLE
(NOT TO SCALE)
CDNSTRUCT NEW
DI TCH SECTION
EXISTING SANITARY
SEWER MANHOLE
r 7
i
1
APP OXIMATE LOCATION
F SIDE SEWER
DEPTH 6.0± AT PROP LINE
EXIS NG STORM MANHOLE
FL, 93,09 -
INS TALL 21 L,F of
S' CDNC CUL VER 7 EXISTING SANITARY
1 SEWER MANHOLE
CLEAN EXISTING 12' INSTALL 141 L,F, of INSTALL 140 L.F. of
STORM SEWER 18" CPEP PIPE 18" CPEP PIPE
EXISTING SANITARY
SEWER MANH LE L-
Ss�-
ss SD
--�
r,, ..w—
SD '� \
CONSTRUCT NEW
ABANDON EXIST�DITCH SECTION
NG 12°
CONE CUL V R T i
EXISTING C.B. f " k `
z
' STA 2+81N CLEAN and RESHAPE
INSTALL TYPE -I CB to r�atcl� TYPICAL
� � I
\\ END DITCH
STA 5+00N
INSTALL 2 PARALLEL
EXISTING C,9, 21 L,F of j
8" CONC, CULVERTS
D1 T CH S�ACTION
p
STA 1+41N
INSTALL TYPE-1 C,B,
\ \
APPROXIMATE LOCH IUN
!
os<
OF SIDE SEWE
D
DEPTH 3,0= AT PR17P LINE
j INSTALL 18 L,F, DF
J
12' RCP PIPE
j
1 OS
DRIVEWAY —APPROXI ATF LOCATION
f
OF ,'IDE SEWER
INSTALL NEW TYPE-1 C.B,
DEP H UNKNU WN
(SEE
DETAIL FOR CONNECTION TO EXISTING MANHOE
I I
f
INSTALL 18 L,F, DF
I �-
oS
12' RCP PIPE
'
(
N❑TCI ALL CATCH BASINS SHALL BE
3400S
_
BEGIN DITCH
PLACED IN THE FLOW LINE
STA 3400S
I
OF THE PROPOSED DITCH..
i
PRIDR TO CDNETRUCTION
CONTACT WILL CALL 1-800-424-5555
FOR UTILITY LOCATION 48 HOURS
I
BEFURF FXCAVATION
ALL SIDE SEWER LOCATIONS
ARE APPRUXIMA TE IF CONFLICTS
OCCUR, REL DCA TE SIDE SEWE.P
BEL DW PROPOSED STORM SEWER
3+ 005 ? + 005 I + 00S 0+ 00 1 + OOrJ 2+ 00N :5+ OON 4+ OON 5+ OON 0 + OON
110
I
106,08 3
! ! BEGIN DITCH CANSTRUCT NEW
10 5STA 3+005 \ a ITCH SECTIONS EXISTI G EDGE OF A PHALT CENTERLI E OF PROPOSED DITCH I
w INS 21 L,F
z 8" CP CUL VERT
NOR H I, El = 90, 00
LLJma
CONS TRUC NEW
��o U SOU H IE = 89,8
a DITCH SE TION
100 ► T
W
\ a
"AS- B U I L T"
7-I-00i\
CRITIC SCa E
❑RIZ I"= 50'
VJCINIC MAP
PLAN Cr'`i__E
H❑RI7 I'--'3C
9=16=93M.D.D.
ENTERLINE OF
PROPOSED DI
CH
a
L.Lj
z
ti
i
I
XIS CENT
RUNE` OF DIT
c
H, o
0 S
�61WLND
"
DI TCH
9_0
\�\ I
(I \ ! " W STA 5+00N !
\ CENTERLINE LIF, ROAD- I /' BANDON EXIS ING 12 VERTICAL D A T M
I
s4op6 — / CONC, CUL ER T
`90
Al-
118 L,F, of 12" RCP ! !
SOUTH LE, 92,97 ! �� SLOPE
(� NORTH IE, = 2,34 H sL PE o.�h 140=FF 1 CPEP a,5oz' �IL , _ 87.9d CITY ❑ RENT ❑ N
t 141 LE, of IS CPEP , ` _ _
_EX ISTI G 8" CQNC S7URM II
\ #1 4,
I II
i INSTALL T YP -1 C.B. �T� i
j \ GRA TE EL, 72 90,371
I yv� NORTH I,E - t484,81 I
80
_ II
IS
18 L,F,
of 12"
DUCTILE
RUN PIPE
EAST I,
, 9731
S-�--I-
,
r, B,
INSTALL TY
E-1 Cl,
GRATE E
9.9,96
SUUTH TE,
- 66,60
C,R #3
INSTALL
TYPE-1 Cl,
SOU
IFH If, _
- - DEPARTMENT �F PUBLIC WORKS
I
i
LAKE AVENUE SOUTH
ID7 2 24
STORM DRAINAGE IMPROVEMENTS
I
86.82 DEMNED: J D H DATE A U G 27, 1990 FILE NAME:
mu
NSTALL 2 PA
ALLFL
21 L,f
, ofi 8" CLING,
I CUL VFRTE
NOR TN TE, =
7 50
SOU TH' TE =
7,41
NIlAvvm
EXISTING SANITARY i CNECKED R P " AS SHOWN raw.oa4 PAQL
EWER — ��� �1�� ll j I i
MDOTSIN\STORM\PLO S\LAKE,PL T -9-95 — --- — _ l I
I l i NO. REYI8K)Id BY APPR. DATE APPROYEDs >1FEET! � OFs i
i �� ar use vww:
lor
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