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CONSTRUCT NEW j
I DITCH SECTION
ABANDON E,1ST VG 12'
COME, CULV R
i
LSTAIL 21 LF, of
IC CULVERT EYISTINGi SaPLITAR)`- i
VARIES INRIES SEWE4IMANHULE rr
1 EXISTING C.B.
- E CLEAN EXISTING 12` y
STORM SEWER INSTALL 141 LF of INSTALL .40 LF, or / ' - - -
18'1 CPEP PIPE i8' CPEP PIPE
>^ APE: OXiMATE LOCATION V \�
F SIDE SEWER
TYPICAL DITCH SECTION DEPT, 6.0` AT PRUP LINE
(NOT Tn SCALE EXISTING SANIT RY Q K a 7
CDNSTP,UCT NEW ��_- SEVEP MANN LE L ! ! I \ i - o \ END DITCH' a x I - c 20
DITCH SECTION - ss P
// EXIS NG STORM MANHOLE
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t,uV �\ F.C. R3Q9 _
o.(,h' Mrrrk c 9G . `!c. t\ 1 >S ���•- \ I, c..
R.P. SPL L I.0 fr. �y ` (/ g SD '- \
NDP,TH FACE of 0 \ ` EXISTING C.3, INSTALL 2 PARALLEL F E N P 0 N i
21 L.F. of l
POWER PALE SDI z I 8' CONC; CULVERTS s TO r I a.l 8a r r t y
CLEAN and RESHAPET9oN
EXISTING SANITARY , S SI 2r81N }
EEWEP. MANHOLE to match TYPICAL, _ l
0
�, ° d � INSTALL TYPE -1 CB
DITCH SECTION
9• f-i < t 251
EXISTING STORM STA 1 +41N'�
MANHOLE i I 1 ` l INSTALL TYPE -1 C.B. p c
GRATE E : °-he8- 91.15 B. rH
a APPROXIMATE LDCA ION
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GRATE E_ - 99 72 90 37 � � 1 a I
DEPTH 3.0 AT PROP LINE
OF SIDE SEWS
r
I INSTALL 18 L F OF , ' I - � I ° � \ I I FT
y I 12' RCP PIPE -
:TALL 6 L.F. OF CONSTRUCT NEW -
18 °'CPEP PIPE DITCH SECTION neivcvAY APPROXI ATE LOCATION f VICINITY MAP
'r�l I : i — : OF SIVE SEWER
DEP H UNKNOWN INSTALL NEW TYPE -1 C.B. I
(SEE DETAIL FOR CONNECTION TO EXISTING MANHOLE)
0
I�
I ,
83,67 SLOPE I.o %
-` i I INSTALL 18 LE OF
I.E' I g4 °3 84.94 I # 12' RCP PIPE
I
EXISTING 8'
IE: 83.99 (T
v EXISTING 12' CONC
�u ll
EXISTING FL. 83.0° I I I NOTD ALL CATCH BASINS SHALL BE
3 BEGIN DITCH PLACED IM THE FLOW LINE
STA 3 +pOS OF THE PROPOSED DITCH \
CLEAN EXISTING
12' STORM SEWER PRIOR IQ CONSTRUCTION
EXISTING SANITARY I CONTACT WILL CALL 1- 800 -424 -5555
SECTION A —A SEWER MANHOLE I FIIR UTILITY LOCATION 48 HHURS
BEFORE EXCAVATION
DETAIL FOR TYPE -2 I ALL SIDE SEWER LOCATIONS PLAN SCALE
CONNECTION TO I ARE APPROXIMATE, IF CONFLICTS
OCCUR RELOCATE SIDE SEWER -
EXISTING MANHOLE I BELOW PROPOSED STORM,, SEVER H ❑ R 1 Z, I', — 5 O
<ruorr(I SCALE)
. "AS-BUILT", 9 °.16 93 M.D.D..
i
3 +OOS 2 +005 1 +00�', 0 +00 1; +OON 2 +O�ON 3 +OON 4 +:OON S +OON 6 +00N 7-1 001
I
"11Ct 110
I
I
I
BEGIN DITCH /y 10608 3 C NSTRUCT NEIw
EXISTI G EDGE OF A HALT
CENTERLI E OF PROPOS DITCH
10
ETA 3 +OOS ITCH SECTION 1 J
INS LL 21LF.o j
f.� 6' CP CULVER7
F
1 1
NORTH IE. 9000
sUHIE, aa
CONSTRUC
ITCH S PR ❑EIC SCAL E
E 0
0 0
RE
N H LZ� 1 =5 j
ENTERLINE OF
PROPOSED DI C .. .. _ _ R O _
I \'
�\ I E VTS TING CENT RLINEOF DrT H C_
soy END DrrcN C�TY ❑CI RENT [IN
j,
\ _ STA s +OON
Ia L,E of 12° \ CENTERLINE OF ROAD VERTICAL: D A L: LU M
DUCTIUE RQN PIPE \ \ II s f BANDON EXIS ING 121
oaE CHNC, CULVERT ! �j
EAST: L 4731 \\ I / 'AP C
\yG' I fl S(ppF. 20 • OPE': 200% _ - -! � fiT- � � I
\, yr
BLF.of12'IRCP I -
\ s SOUTH LE 2 97 p sLORE o so% II - - - SLOP e sz ^
F ORTH I:E 2:34'` 140 LF of 1� °, CPE -I 87.90
076% _ -
E i
_ I PEP CITY ❑E RENT ❑N
Q \ � F,, o I8
41 -
1
II E
\ I I. � '- - - n --- -- i. NSTALL 2 PA LLEL DEPARTMENT ❑F PUBLIC WORKS
\ \ C.B. B - - I+ 2T L.. of B° CUNC. CULVERTS.
INSTALL TYP 1 C.B L J, C.B. NORTH LE 87.50 LAKE AVENUE SOUTH
\ EL . CB #3 IE _ GRATE o 037 INSTALL TY E I C.B 7. 4_
V NURIH'iE 84.81 GRATE E s9 1 I I NSTALL TYPE -1 c.. STORM DRAINAGE IMPROVEMENT$
80 I \ I I 831
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- \`- -� - - -- T. I. I SOUTH LE: --8 '. a5 „ {! - I I SQU H I.E _ 86.8? ....v__._ DESIGNED. JDI. DATE. AI 27, !990 FILENAME:
-- -- fx_Tsrizs'an7iarzr DRAWL+ JDN -
LfVER - - -
SCALE: A' SHIJ W(`I RED BOOK PAGE
! ! CHECKED: LP
I: - - - -- L
U \MDOTSpN\STpRM \PLO S \LAKEPLT -9 -95 -� - -- -I
- - - - NO. REVISION BY APPR DATE APPROVED: SHEET: 1 OR
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