HomeMy WebLinkAbout06/01/1993 - CSWD - Biosolids Processing Facility..................
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1.7
TELEPHONE
Mao
NOTES. —1
1. BACKF7LL SHOULD CONSIST OF SAND OR EARTH WHICH KILL PASS A 1 INCH MESH SCREEN FO;T
A LEAST 6 INCHES BELOW AND 6 INCHES ABOVE CONDUIT, BALANCE MAY BE RANDOM FiLL NTH
NO STONES GREATER THAN 8 INCHES IN MAXIMUM DIMENSION.
Z NEW ENGLAND TELEPHONE NLL INSTALL UNDERGROUND CABLE WARNING SIGNS ALONG THE CABLE
ROUTE AT LOCA77ONS WERE THERE MAY BE RISK OF CABLE DAMAGE FROM FUTURE EXCAVATIONS.
DETAIL JOINT TRENCH CONDUIT 'Am
SCALE: NONE
Lyl
CITY OF SOUTH BURLINGTON
MUNICIPAL LANDFILL
RELOCATE EXISTING 2m ETH
GLYCOL FORCE MAIN
I
POINT "B"
1& 10' MINIMUM HORIZONTAL SEPARATION TYPICAL
ELECTRIC AND ALL UTILITIES AND STRUCTURES
RELOCATED 15' GATE
ELECTRIC AND ALL
REL
OCATED UTILITIES AND
D 15' GATE
RELOCATE EXISTING
GLYCOL MANHOLE
5+00
MH
It �7=_Qmiml
POINT "C"
A
STA. No. 1
4" 0 GATE VALVE
8 X 4 REDUCER -
im
FM ..0 0 0— 00 NEW 8m CLASS 51 DI POTABLE WATER 0 .a If � � 0 — 0 ift zftittt.. 11 0�- qktl ftftQ
-0
mom
(2) NEW 6- 0 CLASS 50 DI
COOLING WATER LOOP
C!X
4 FLEXIBLE COUPLING
2 FT FROM BUILDING
0 <1 NEW 4" CLASS 50 DI FORCE MAIN
RELOCATED
061 0 RELOCATED 8" SLUDGEGLYCOL MANHOLE '0�
'01 e
o FORCE MAIN
SLUDGE STORAGE
;'
CONNECT TO EXISTING TANK �oo TA. No. 2
80 SLUDGE FORCE CONNECT TO NG
a
MAIN AS SHOW 0 A:,ETHYLENE GLYC6t%.
DIGES7ER MAIN AS SHOW
cla
rier
4' 0 CATCH BASIN
'XIS71N EXIST. 8" SLUDGE LINE SLUDGE STORAGE 0 STA. No.J
SLUDGE FORCE ' TANK 56 L.F. 18- ACCGMP W/ F.E.S.
INV IN 264.5
)CA IED 8" SLUDG:'D ESTER C CE MA INV OUT =264.0
RELOCATED 2" ETHYLENE Mr-LULAILU FENCE
GLYCOL FORCE MAIN
EXISTING 2" ETHYLENE L® PRIMARY
..
cwo GLYCOL FORCE MAIN 8
P CLARIFIER o
24"AIA/Af /0 a YLENE GL YPIlLfORCE MAIN CA TED 2m ETH .0
OBS WELL a PRIMARY
8
2 G 8" SL SL CLARIFIER 0
0
AI,A//VRET FORCE HEADWRKS PRIMARY
POL fA % u- CLARIFIER o
US
-To will TE s
aw - 0 50 DI
(ABAND HEAD NKS) \\O (2) NEW 6
ED. 299.08 SECONDARY COOLINCLASS G WATER (ALONG FENCE
/RPO)y 7, y mc�
MH
0 0
G AERATION TANKS
CITY OF SOUTH BURLINGTON POWER SUPPLY TO COOLING WATER
T MH EXISTING WASTEWATER TREATMENT FACILITY ® PUMPS, EXCAVATE TRENCH, POWER
;10 NEW 4w CLASS 50 01 FORCE MAIN SUPPLY INSTALLED BY OTHERS.
TAP C.WD. SECONDARY
24"OWATER MAIN T
&15)b CLARIRER E4j ..o
CONNECT TO \N
EXISTING GAS 61 8 A. C. WATER .0 LEGEND
NEW UTILITY POLE
NTH ELECTRIC A SITE PLAN NEW
POWER LINE Zl_� 10� GARAGE jj yo NEW
SECONDARY NEW
CLARIRER
AV / ................ NEW
o
- - - - - - - - - REL
8' 0 COOLING WATER PUMP
— - — - — - —
OPERATIONS INSTALLATION, SEE DWG C9 ref
EXIST. SEPTAGE UNLOAD ACCESS BUILDING Z// REL
0-0— CHA
TO BE ABANDONED.
V �OO - REL
. IV
A yo -13 -13 wb
.7
ED
CHLORINE 0
CONTACT TAW POINT *A", STA. No.1 SUR
.0
..0 CON
..... . ....
7-0
FM FOR
0 FIRE
BURIED ELECTRIC SERWCE AND IELEPHONE
8' CLASS 51 DI POTABLE WATER
4' PE GAS
4' CLASS 50 DI SEWAGE FORCE MAIN
OCAIED 2' ETHVL64E GLYCOL FORCE MAIN
XA7ED 8' SLUDGE FORCE MAIN
LINK FENCE
)CA7ED CHAIN LINK FENCE
WRE FENCE
GE OF MODS
VEY POINT
CRETE MONUMENT
LING
CE MAIN
'zz
HYDRANT f
i4- "601
TX
ILI
GENERAL NOTE:
1. EXISTING UTILITY INFORMATION IS APPROXIMATE ONLY CONTRACTOR
TO FIELD VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION.
2 Fill VERIFY THAT PROPOSED LIQUID TRANSPORT LINES 00 NOT
PASS OVER BURIED TRASH.
0
CONCRETE ENCASED CONDUIT
C� I W24/931 WATER MAIN CONNECTION I DDH I JMcD I JMc_D
VOSOLIDS PROCESSING
FACILITY
SURVEYED
DESIGNED RR WEBSTER-MARTIN, INC.
CONSULTING ENGINEERS
DRAWN DMC SOUTH BURLINGTON, VERMONT
TRACED
CHECKED JMcD S DATE
JUN 1993
SCALE
1"=40'
m