Design Services for Improvements to Lift Station 6 and Lift Station 42

NOTES:

1. 200A, 600V, NEMA 4X, 3P, SERVICE ENTRANCE, RATED FUSED SWITCH.

2. SEE SHEET 0.1 FOR WIRE AND CONDUIT SIZE.

N | iene 3. SEE SHEET E99.1 FOR DETAIL.
ao 4. ALL COORDINATES SHOWN AS PER PLANS PROVIDED BY US.
THEY DO NOT MATCH ANY ACTUAL COORDINATE SYSTEM AND
-_ SHOULD BE CONSIDERED ASSUMED.
oe
eA) 2 8 oS
ba 1429.27 11+00 E ss
> /
ma ZY wm / = UTILITY COMPANY SERVICE
a | { / - GEORGIA POWER COMPANY
2 | 6 Ld N:274014.98 / ~
= ; i? EP :841738.30 WA |
m | : Pe
i | N: 274014.98 1 STA: 11+08.99 / | A [0] UTILITY COMPANY TRANSFORMER (POLE MOUNTED)
is) E:841730.86 OFFSET: 6.74 L / | sy Lane) 480V/277 VOLT
/
wn | / |
vu | | 1) L, N: 274009.89
e Al 5'x7' COMME. WALVE VAUE E:841743.33 /
el N: 274003.11 | | / |
4 | E:841728.17 5 \ METER
an | ; | (C)
g| a ISTA: 11+0/95 a |
fall \2 FP-LSG=1 VENT oa L / |
4 || |TeST WELL in BIA: tors7.5? | N:273994.11 | 200A
. | Git 2G) DFFSET: 2459 L__--=._: g41749.80 @ RK
| a P49
E RACK 2 8 EAN OUT s 7
a NRACK 1 0 Zz > ~
| | N 273984.09\ 26/55 i= = :
E 841707.59 : is)
| \ 14 degrees CONC. WET WELL =) @
2
N: 27397268 S
:841734.32 .
q co [N:273969.27
i if \ X STA: 10436.61 E:841741.91
SN i \ | . OFFSET: 22.94 L Ps /
jp . /
oy)
STA: 10433 a /
( OFFSET: 15.44 L \% /
} STA: 10+30.29 ie /
vane 820) Ge /
| 7 N: 273966.56 /
N:273950.71] | _~ EXS8" FORCE Maly EGA 747.23 /
E:841735.61 va \ /
| \ /
2 10+14.63 \ /
T: 22.24 L i /
STA: 10+13.62 i
OFFSET: 16.08 L N /
CUT OFF \ /
\ N: 273937.29 /
N:273949.88 E:841773.44 /
E:841741.78 a /
SAN MH /
TOP 18.94 /
INV 8.01 NW /
INV 8.06 SW /
INV 7.97 SE /
/
/ J
ae In
Sa Sa
= =
oe ue
= =o
EXISTING RISEI RISE
N.T.S. (TO BE REMOVED) N.T.S.
INFORMATION PROVIDED BY:
RJ's UNDERGROUND UTILITIES, INC
1" = 10'-0" ae tl ATLANTIC COAST CONSULTING, INC
LEGEND DATE: 4 \ (o) Pi SHOP DRAWING REVIEW IS FOR
--s = ~ GENERAL COMPLIANCE WITH CONTRACT
HEREBY CERTIFY THAT THE MATERIALS DOCUMENTS, NO RESFONSIES Or
(= CONCRETE MONUMENT _pAVENENT Tea EO wal OR DETAILS.
__UNDER DRAIN CONN!
JUNCTION BOX RECORD DRA WING ~ mos DITO: INFORMATION
IG aweno & RESUBMIT |
GRATE INLET ASBUILT LIFT STATION 6 ARE IN ACCORDANCE WITH THE APPROVED PLANS AND CITY SPECIFICATIONS, UNLESS ere vizio Leen |
OTHERMSE APPROVED BY THE CITY ENGINEER. i.
(C) SANITARY SEWER MANHOLE 29th G.M.D., CAMDEN COUNTY, GEORGIA
o
SN CITY OF ST. MARYS en iy g
X SPOT ELEVATION SURVEYORS Ss
DWG DATE: 03/16/07 AUTHORIZEB, SIGNATURE: S
(R) VALVE, TYPE SPECIFIED een %00 polaor NAME: "RAT 2
INV INVERT WOODBINE, GA 31569 =
| n
Vie MANHOLE (912) 576-8854 8

07.22.05

LIFT STATION 6 IMPROVEMENTS

< | JORDAN -
JONES & CITY OF ST. MARYS SITE PLAN AND RISER DIAGRAM
GOULDING

DESIGNED: WMO CHECKED: DATE: JULY 2005 E1 a]
0 | 07-21-05 | INITIAL ISSUE |
- - a a NO. DATE DESCRIPTION OF REVISION

fe)

REV

DRAWN: CGH JOB NO. 02370-010 SCALE: AS SHOWN | SHEET

THIS LINE \--------_ IS ONE _INCH LONG WHEN PLOTTED FULL SCALE

FLOOR DOOR PRECAST TOP SLAB
W/ 1 1/2" PVC W/INTEGRAL ALUMINUM ACESS
DRAIN (DAYLIGHT) HATCHES (ELEV. 21.10+)
(SIZE PER PUMP
MANUFACTURERS
RECOMMENDATIONS) EX. WET WELL MOUNTED
DUPLEX SUCTION LIFT PUMPS,
oo HOUSING, SUCTION PIPING,
5 degreesX5' ALUMINUM CONDUIT TO DISCONNECT BOX DICHARGE PIPING AND TOP

DOUBLE LEAF (SEE ELECTRICAL DRAWINGS)

ACCESS HATCH
W/ %" PVC DRAIN

WET WELL TOP SLAB
9

my

SLAB TO BE REMOVED

Ss

(DAYLIGHT) 6" CPVC SCH 80 BLIND FLANGE __ EXISTING MAN
FOR LEVEL CONTROL CABLE /
PENETRATION PRECAST TOP SLAB /
7x7' PRECAST (FILL WITH DUCT SEAL) W/ INTEGRAL 32"
CONCRETE MANHOLE FRAME
3" CPVC SCH. 80 VENT AND COVER
_ Scie hit W/ INSECT SCREEN (ELEV. 20.86)
set. \ CABLE HOLDER
GUIDE RAILS 7 LIQUID LEVEL SENSOR (TYP)
FINISHED GRADE ELEV. 20.65+ FINISHED GRADE ELEV. 20.71+ 6 : FINISHED GRADE ELEV. 20.67+ LE.
3 + 4 07 7, ||. . Of fr eo 4 Ty 7 VWYU"YE4X., |
SAARLAND RRS RIES SST. RODSRA RL: "OCGUUU ALU UGE
< 'K NS NEARS
>t (4 TOTAL) 4] aN MYYY YY)
ia . 4 a] 6 |
7 Pl a 3/40 STAINLESS STEEL aa . ey ney et
: WASHERS & NUTS a EX, WET WELL | } py EX. DRY P
RUBBER BOOT (TYP.) (TYP. EA. SIDE OF wi | a Kf 4 / \ (ABANDONED)
; . SUBMERSIBLE CABLE 7 es 'S
10" FM-PVC (FURNISHED WITH PUMP) @ ae
CEL. 13.94 TO" FMP a LE |
2, 7 2 ao: - '| WET WELL LINER
BOTTOM OF VALVE VAULT ELEV. 12.874 i | " we RUBBER BOOT a. FO" 90" BEND~DIP a ny
8" 4, oa 2 Sle = Ms EX
a ' "4 GUIDE BAR BRACKET
st (AS REQUIRED)
v| J} Aq th 2" rain - A S.STL. . MANHOLE LINER
ADJUSTABLE PIPE SUPPORT Fr FI =I FI pvc @ iz DreP LIFTING I EX. TOP SLAB, MANWAY AND
(2 REQ'D FOR EA. ; i CHAIN GS=PVC ACCESS LADDER TO BE REMOVED
DISCHARGE PIPE) HIGH LEVEL ALARM a -___-~ '8
GROUT, SLOPE TO DRAIN | =
LAG PUMP_ON ra .
COMPACTED SUBGRADE LEAD PUMP ON 'a f '.
nd | = | .
oo = a RUBBER BOOT (TYP
(98% STANDARD PROCTOR) 12" GRADED 10"x6" ECCENTRIC REDUCER-DIP : SUEMERSHSLE : (YP)
AGGREGATE BA : i
GGREGATE BASE (SEE NOTE 2) <a PUMP 4 LE. 7.324
PRECAST : (2 TOTAL) :
STRUCTURE , a BOTTOM OF EX. WE 7
_ a ALL PUMPS OFF > . BOTTOM 0 V EX. DRY-PIT BACKFILLED
3 ayanusss ST ox 4 degrees 1/2" 6" LG > | en - ELEV. 3.3+ W/ SUITABLE MATERIAL (COMPACTED TO
i LOW LEVEL ALARM Ps \ 90% STANDARD PROCTOR
B --e 1a. \ )
1"@ HILTI HVA (HAS SSTL) (SEE NOTE 1) ' F A. CONCRETE \
ADHESIVE ANCHOR w/9" EMBEDMENT. 1) mee SP BENCH \ iE 778
BOTTOM OF \
WET WELL 1 LE. 6.262 \
\- FX 8" SUCT-DIP
_ "8 SSTL ANCHOR BOLT ELEV. (-)1.20% on oS ouerene
i HEX NUT & WASHER F
10" MIN. EMBEDMENT
: 2'
dt NOTES:
#5 BAR (CIRC.)
(SEE NOTE 3) BALLAST SLAB S.STL. ANCHOR BOLTS (SIZE AND F ; 1) SEE SPECIFICATIONS SECTION 11245 FOR LEVEL CONTROL yconuamon pRowoeo ev
8" (MIN) QUANTITY BY PUMP MFR.) (4" MIN. : ELEVATIONS. LOW LEVEL ALARM SHALL BE SET A THE MINIMUM
CONC. EMBEDMENT) #5 @ 12" 0.0. E.W. SUBMERGENCE LEVEL AS RECOMMENDED BY THE PUMP MANUFACTURER. Ruts UNDERGROUND UTILITIES, ING
= c ee T. & B. costae eS PS. Ue, EAE
MANHOLE ANCHOR DETAIL (1) 2) PROVIDE AN ECCENTRIC REDUCER AS REQUIRED TO CONNECT PUMP " "oe
PL ye ere = \)
N.T.S. Yer) cnout ag ReQuiReD 15'x15' BALLAST SLAB DISCHARGE (I.E. 4", 6" OR 8") TO 10" PVC DISCHARGE PIPING. ome KO t L muons WOLDS IKG
FOR SUEMERSIGEE 12" GRADED AGGREGATE BASE 3) CIRCUMFERENTIAL #5 BAR SHALL BE PROVIDED BY PRECAST | HEREBY CERTIFY THAT THE MATERIALS AND QUANTITES USED IN THE CONSTRUGTON OF:
PUMP INSTALLATION MANUFACTURER IN THE LOWER PERIMETER OF THE BASE SLAB/WALL ERA GUTTER T~SANITARY SEWERS
COMPACTE SUBGRADE RING TO ACCOMODATE ANCHOR PULLOUT. STORMWATER & DRAINAGE Fone Maly
RECORD DRAWING (98% STANDARD PROCTOR) ATLANTIC COAST CONSULTING, INC - -
GENERAL COMPLIANCE WITH CONTRACT 4) MEASUREMENTS SHOWN AS THUS (11.114) WERE FIELD LOCATED. ALU sce i acconoance iH TE APPROVED PLANS AND CITY SPEGIICATIONS, UNLESS
ASBUILT LIFT STATION 6 DOCUMENTS. NO RESPONSIBILITY 18 OTHERS SHOWN AS PER PLANS PROVIDED TO US. OTHERMSE APPROVED BY THE CITY ENGINEER.
FOR IRRECTNESS OF
29th G.M.D., CAMDEN COUNTY, GEORGIA AG EICEPTONS TO a
CITY OF ST. MARYS Se SECTION (a CN SORRECTIONS wmorge souneg LP! Pg
DWG DATE: 03/16/07 500 CAMDEN AVENUE 949 Pt SES SCENT sue, RUCCELL TAC Ur XY
PO BOX 231 3/8 degrees=1'-0

WOODBINE, GA 31569
(912) 576-8854

NOTE: ALL FERROUS METAL SURFACES SHALL RECIEVE TWO
COATS OF (4-6 MILS EACH) OF TNEMEC SERIES 69-DARK GREY
HI-BUILD EPOXOLINE Il.