HomeMy WebLinkAboutWWP272293 c }'
ABANDON EXISTING LIFT STATIQN
CONTRACTOR SHALL SALVAGE TO
N U-' THE CITY MAINTENANCE SHOPS Sta 1 +16 27' RT
a x Li « OR DISPOSE OF MOTORS, PUMPS, EXISTING' SSMH
m .- "' VALVES, AND OTHER ITEMS AS RIM 28.80
(� o a , o DIRECTED BY THE ENGINEER. EXISTING INV 6" NE '2.6
a U co *-- FILL DRYWELL WITH CONTROL DENSITY
EXISTING INV 8" E 22.79
L O FILL OR 3000 PSI CONCRETE. EXISTING) INV 8"W 2`�
� 4
c/) REMOVE TOP TWO FEET OF STRUCTURE NEW INV 8" W 22.54 (RE—USE EXISTING CONNECTION)
3 AND RESTORE PER TRENCH RESTORATION-— � � NEW INV 8" S 22.30 (CORE DRILL MANHOLE) N
RECHANNEL MANHOLE
c GV ��' NEW c
il
z u _ 4 LF 8" PVC
f;
Z � r ,l s
ch In
�
PK
CL A $ _ c� 00 -: ...
Z � -� - "f HORIZONTAL DATUM: NAD 83/91
O �, .� `j, � VERTICAL DATUM: NAVD 88
`L
z .���-�_� PUMP ti�P � 10 5 0 10 20 30
c� �. -�
TATI(aN I-- (w 5' ` REPLACE PARKING STRIPES
N � � TO MATCH EXISTING SCALE IN FEET
w 6'W P
AB�QNED � � � �°
LEGEND
y WM 0 WATER METER
WV WATER VALVE
�_... w t .� u� — W - WATER LINE
p tYw ,.r'.-f
oo `r��, - - -` G GAS LINE
} GM 0 GAS METER
G— GAS VALVE
° 8" `)D STORM DRAIN LINE
8" PVC SS SANITARY SEWER LINE
u� SSMH_ `' �` ----- SSMH SANITARY SEWER MANHOLE
a°` R I M�?�;.r3 3 k \ yr� � ._..._......_._n..__.._.__ CHAIN LINK FENCE
1 UNDERGROUND POWER
�0 INV 8" E 22,37 50. t
C INV 8 ^W 24.08 ` `, Pm POWER METER
cn E INV W T (ABANDONED') GM YARD LIGHT
�E NEW INV 8" E 23.58 (CORE DRILL MANHOLE) 11 WP WOOD POST
FILL WETWELL TO WITHIN 1 '— 0" OF THE Lo H A L T ° SF' STEEL POST
lir o INVERT WITH CONTROL DENSITY FILL OR y
3000 PSI CONCRETE. FINISH WITH CONCRETEAND HANK TO NEW INVERTS.
SLAB D CHANNEL
Q 0
� Q
\ �, vo
3RD ST
3RD PL
S S
�- 15' SEWER `r SITE
EASEMENTS _ v� Q
41 H P L Y
z
W (!f _
` WV
_.Jui
uJ
z E z
Ix x WWV ' U)
SW 7TH ST
Q
-J VICINITY MAP
G r�� NOTE:
\ = • ` Ste' ® ; 5 f - �� UNDERGROUND UTILITIES SHOWN HEREON HAVE BEEN
��- PLOTTED FROM A COMBINATION OF FIELD LOCATED
REMOVE AND DISPOSE OF SURFACE FEATURES AND RECORD DATA AS FOUND ON
EXISTING X I� E G WALL AND FENCE SCHEMATIC DRAWINGS. SURFACE FEATURES NOT
� i'� �l FROM CORNER TO CORNER. FIELD LOCATED ARE SO NOTED. RINGEL & ASSOCIATES
P
A S H A LT % 1
`,, PATCH ENDS OF WALLS TO
-r-' t DOES NOT ASSUME LIABILITY FOR CORRECTNESS OF
\� / /' �„ %'' MATCH EXISTING. REMOVE RECORD DATA.
EXISTING ASPHALT 5' EACH
Pv(- �,r� ,, Sta 2+ 1�5, 8.5' RT
SIDE OF EXISTING WALL, GRADE
TO MATCH EXISTING, AND A
-- J NEW 48 SSMH I
N •-'r �— RIM 29 f PAVE WITH 4 OF CLASS B AC
., Q� .% -'� `` .- -% OVER 6" OF CSTC. INSTALL
f,f _ �, .�y� INV 8, NW 21 .30 TEMPORARY WALL PER
IA ��U , --' "''� --%' `� j-' .TK/l_D INV 8 SW 21 .20 ENGINEER'S DIRECTION.
, t + 1 ' RT
P
PT No NORTHING EASTING ELEV DESCRIPTION
EXISTING 45,, .�SMH
c si A`��\`k�q INV 8" W 18. 14 /� ��� � 5 17 7447.61 1298243.89 29.04 TK/LD
!NV 6 I-. 18, 14 \
»tiAk NEW INV 8" NE 18.34 (CORE DRILL MANHOLE)
9 177651 .39 1298210.75 29,47 PK
o EXPIRES�T-�� RECHANNEL MANHOLE i�