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2. PORTION OF THE ROAD WITHOUT CONCRETE BASE SHALL BE RESTORED
WITH 8" OF ASPHALT OVER 6" OF CSTC.
4. ALL TRENCHES IN ROADWAY AREAS SHALL BE SECURED BY BACKFILL AND
PATCH OR STEEL PLATES PER SPECIAL PROVISION 5-06 AT END OF EACH WORK
DAY. THIS WORK IS INCIDENTAL TO ALL TRENCH RESTORATION WORK.
.•.A. •
CB
RIM=56.51
CTR CHANNEL=55.71 CB
RIM=54.64
-SDMH IE 8"CONC. N=53.14
RIM=56.63 IE 8"CONC. S=53.14 i SDMH CB
IE 12" CONC, N=51.93 IE 6"CONC. W=53.84
IE 8" CONC. E-53.33 RIM-51.25 RIM DOWN
IE 12" CONC. S-53.13, SSMH 5307 009 9.14
IE 24"GONG. N=45.95 NO MEASURE DOWN
IE 8 CONC. E=47.95
RIM=54.57 CB IE 12"CONC. S=46.15
IE 8" CONC. SW=53.75 CTR CHANNEL N=50.67 RIM=51.12 IE 8"CONC. S=48.15
IE 12" CONC. NW=53.43 = WM
MONF-KC-J-2 IE CHANNEL N-50.32 � � _
-i-_-------- _-�-------- __ 24"MP �� W H WV _ ///
/� ///
- - UBP Ow/ _
-w- - - - - = - - --^� -- - 5 -w-- - �W V 20 M, 20"MP LS PO t - -COM w
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- - n - - - - - -_ -- - - - -- - p - - - --- � J
UHPL�
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_ __
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_.OM- -- _� V --��"A-- OM-- _ Ow- -= =�[�i =-�=_---�_-__ =-_-- ---- -=---- _--_ - ------ ----- - -------- -_
�- _ ------------- -----
C �QM C� ^ rt
F3 P
----- ------ UBP
__---------------- UBP
I
- - - - - - - - - - G- G-
- ---- -
r�41k- - PLUG AND ABANDON EXISTING FM CONNECTION TO
- G ---
-- - -
kIN� -
6"
a a a
a C
C .
a d a
1l2" Dia. X 12" LONG ! 12
11
EPDXY COATED DOWEL BAR @ 18" TYP
ON CENTER
TRENCH LIMIT
ALL FOUR SIDES 4.5° MAX
•- A•
6" CSTC
CB I
RIM=58.15 SSMH 5307 008
IE 12"CONC. N=33.95 RIM=57.78
IE 8"CONC. S=55.65 IE 6"N=54.38
IE 12" CONC. W=54.05 IE CHANNEL S=53.48
IE 8 NE=53.60
ROUTE TRACER WIRE INTO
MANHOLE AND ATTACH/SECURE ,
TO TOP RUNG OF LADDER WM
ADR Sc
NO VISIPLE INVERT p
C-2x5 CV ----'_--------� PO - - -
Po
-- ® 22"MP _ i_W- - - -w- - - -w- S - -w-
_ ----COM----- - - -C
18 P GM-----COM-----COP P-� A P __-
-COM
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r
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I I ® SSMH 5307 011
SSFM
--------------------- - - - - -- �I- -- - - - - -------------- - - - - ---- - - - - -- ®®--- R1M=48.67
- - - - - - - - - - - -- - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ -
------------- I __ II ®® CTR CHANNEL
I I SE=40.12
II ABANDONED SSFM ®I WEST EDGE TURN LANE
WEST EDGE TURN LANE H
�-FM PENETRATION RAISED TO AVOID GAS LINE. 45' BEND EX. 12"SD FROM II
ADDED IN MANHOLE TO DIRECT DISCHARGE TO CHANNEL UHAUL LOT ' 1*10� EAST EDGE TURN LANE
EAST EDGE TURN LANE
2-6°' 45• BENDS, MJxMJ /I
I ' I 9LF-6"PVC C900 SPOOL
1-6� 45' BEND {MJxMJ) II W/ CONCRETE BLOCKING -�
DEFLECT -FORCE MAIN - - - - - - - ------- - - - -- --- ------- - - - - -- --
W/ ONCRETE BLOCKING _____------------------------------------ - - - - -- - AS SHOWN MAX 1/2 CB II
____ ---------- ---- CB MAINTAIN 3 CLEARANCE BETWEEN RIM=51.71
_ - - - - - - 41LF-6"PVC C900 X�e
APPROXIMATE CONCRETE PANEL RIM=55.31 MANUFACTURER'S
" 398LF-6 PVC C900 FORCE MAIN UNDERGROUND POWER AND FORCE MAIN RECOMMENDATION)-
LOCATIONSIE 8" N=50.91 FORCE MAIN
(BENEATH ASPHALT) IE 8 N=54.51 ---- -�-- _ - --II
----------- ------
--------------------
UBP EX. CONC. SIDEWALK
_
-------- ----------- LS - -- -- - -- - ---- --- - --
--------------------- --- UBP S - --
D --- - VE SSMH
-- - -
X
�C
--
,__-_-- --- --_ � � �► (TREE RIM=50.38
-----
t i i! i i i i i i! i i! i i! i i i i! i! i i i! i! i i i i i i i i i i i i! i i i i i i i i! i i!! �: i i! i i i i! i i i i i i! � Y i
7 I CTR CHANNEL E=39.05
LsT [a■••�l••l••�■•ii!l.l...iii DOUBLE +
UBP t PROVIDE UTILITY LOCATE C10 CLEANOUT 16"MP 16"MP ■ n ABINDOSFM� '
PER DETAIL U"MP 141ty�p MINIMIZE DISTURBANCE TO STEEP SLOPE DURING
APPROXIMATE TRACER WIRE AND 3 WIDE
SIDEWALK f CURB f GUTTER PAY TAPE ALONG ENTIRE FORCE ® 11
I I ' FORCE MAIN INSTALLATION. INSTALL JUTE MATTING
CLEANOUT
LIMITS (10 MAX.) REPLACE TO PER DETAIL r _ - - MAIN LENGTH 8 MP MP 1 MP `, AND STABILIZE DISTURBED AREA OF SLOPE PER COR
C10 _ __ $ INSTALL PIPE ANCHORS ■ 1 �" ' STD. PLAN 213.20. ANCHOR JUTE MATTING TO SLOPE
NEAREST SIDEWALK JOINTS - i - _- -- - C1O PER DETAIL 121'MP 1 AND HYDROSEED ON TOP OF MATTING.
UP ■ I -� SSIviH
- kiM=2 .79 / RiM=25.n-2
�,PB 11P LS-� CB� a - - ' _ /� C I,. C ANNEL 5=1 5.19
Y
�'=.1L-�-�. � -ro / IE 8" PVC W=23.6L
UNLOCATABLE UBP SET IN - \ Riivi=25.90 `� ■ 11 P�!C W=23.5L -
/- y SET
IN I
CURBW. OF 3.5'x3.5' CONC. UP CONS- BASE _ 19" - . FO -�- FO ■F0 r0 -_� - � FO FO Q13-P f-- -
{ GRASS
FO 0 o GRASS �--- ■� oHP--- �- ,�� OHP
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now mm no, woo am NNW
go. Sam
ACCESS MH
- - - - - - - - - - - - - -
r� � -
LS RIM=26.21 I T - -- -
�__ \--SSMH 5307 073 DEPTH OF SHAFT=3.1' _R_I_M_=_2_6._8_1
WTR SURFACE19.21 CONC. BASE VERT CURB VFRT CURB
---° -m-
_-__X -- -CTR CHAN.=16.59 ________
x Xx x X XX -x X x
------ --- -_- y
WM ux 7CLK FNCX-
I BLACK RCP CULVERT
RIVER 60"0
R' ^ o - I W/BARBED TOP
X tro SSCO(3) I ASPH ASPS'
SEE LIFT STATION SITE� ® GCB
pro,
"REMOVED EX. RIM=25.26
PLAN BSI -IT, C7) FOR _'N� TRACER WIRE EX. ASPH LIFT STATION � � '
�E 8" PVC E=26.96
C10 PER DETAIL BLDG EX. 21"0 CONC.
===-_X - DETAILED SITE PLAN STORM DRAIN
EX.
X AND FORCE MAIN PIPING BLDG
_X
20 0 20 40
SCALE IN FEET
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