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4-120 GAL FIIO►ME
TAILS, 1W. ANCHOR TO
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• PROPANE TANS
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LAUNDRY TIEIEIL
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APPLY EEMATT
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PLAT OF THE NORTHERN PORTION OF LOT
111, WARD NO. 1, TYBEE ISLAND, CHATHAM
COUNTY, GEORGIA
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FOR: APPLEPEEL PROPEERTIES, LLP
I. WHITLEY REYNOLDS
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DISCONNECT EXISTING WATER LINE AT
MAIN AND PLUG AS PER CITY OF
TYBEE ISLAND WATER AND SEWER
DEPARTMENT - ABANDON EXISTING
WATER LATERAL IN PLACE
EXYG WATER LATERAL
NEW 2•' PE WATER
CONNECT NEW 2 WATER LATERAL TO
EXYG MAIN WITH TAPPING SLEEVE AND
TAPPING VALVE IN MANHOLE WITH
REDUCER AND 2" VALVE AND BOX -
INSTALL BELOW EXISTING PAVEMENT BY
JACK AND BORE OR BY PIERCING TOOL
TRENCHLESS TECHNOLOGY
RG10VE CONC. GROVE AS
REQUIRED FOR NEW CONC.
PAVER APRON. FIELD WORE.
2" WATER METER AND BACKFLOWI
PRESENTER IN VAULT
NEW 2" PE WATER
EXYG SS LATERAL
4-120 GAL. PROPANE
TANKS. TIP. ANCHOR TO
REINF. CONC. SLAB
O PROPANE TANKS
REMOVE EXISTING 2" SS LATERAL AND
REPLACE WITH NEW 4" SIR 26 PVC SS
LATERAL - CONNECT TO EXYG SS
MAIN IN RIGHT OF WAY
NEW
4" CO
EXTEND NEW 2" WATER LATERAL TO
FEED NEW WASHERS AND DRYERS
AFTER WHICH MAY BE RE- CONNECTED
TO EXISTING WATER LATERAL
NEW 6' -0' MGH
PRIVACY FENCE.
WHITE ROCK. IYP
i•'rafe
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PLACE 4" BFP OR CHECK VALVE
ON NEW SS LATERAL TO PREVENT
BACKFLOW IN THE EVENT OF A FLOOD
Lei
SPECIAL GUTTER AND DOWNSPOUT NOTES :
1 . PLACE GUTTER ON EXISTING BUILDING IN AREA ABOVE NEW LP
TANKS AND ROUT TO THE WEST TO THE CORNER OF THE ROOF.
2. NEW DOWNSPOUT IS TO BE PLACED AT END OF GUTTER AT CORNER
OF ROOF AND IS TO BE PLACED AS TO DIRECT ROOF RUN -OFF TO THE
WEST TO THE EXISTING RIGHT OF WAY.
En511NG 0011 SIDEWALK
HIGHWAY 80
SITE PLAN : NOT TO SCALE
GASKET ALONG
EDGE OF SHIELD
1/4" THICK
ALUMINUM SHIELD
30301/4 ALUMINU
ANGLES, TYP.
3/8'14" S.S. LAG
BOLTS. BOLTED W /LEADED
SHIELD CONNECTION
—"' FIN FLR.
ELEV.
Dry Prooflnl Door Shield Detail
NOT TO SCALE
CNIS
tPASH
ORB
— APPLY SEALANT
HYDRO -STOP
BARRIER GUARD TO
1' -0" MIN. ABOVE
FLOOD PLAIN, TYP.
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utERAI
Oily of Weoenna4
STANDARD CONSTRUCTION DETAILS
SANITARY SEWER SERVICE CONNECTION DETAIL
^"''.WATER SEWER PLANNING & ENGINEERING �N"uws, xoVl
AREAS Zel 101, •
MIN of 8ouanna4
STANDARD CONSTRUCTION DETAILS
2" OR SMALLER WATER VALVE DETAIL.
w. RAiE� k seVER PIAININC 4 ENCINECRING Ax. rm W7
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SECTION
IGIL of 2nuennn4
STANDARD CONSTRUCTION DETAILS
VALVE MANHOLE FOR 4 " -8" GATE VALVES
,v.ow RATER k SEVER PLAN IN 00 & ENGINEERING K
Ilil.
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Oily of Mauannn4
STANDARD CONSTRUCTION DETAILS
WATER METER W/O BACKFLOW PREV.
WI 8
ATEIIIAS
CAS TTOM
nil DE KOS
77.64 nat. Ku. coat-TE-11--N—K tTaprI.ORIT
PER 01,
'5 :. w, rz7w,a. .m0'
r.0 v 00100 0 4EVER PLANNING • e1IcINEERING
1YP,CAL BELOW GRADE INSTALLA.ON
Milli of 67auanitn4
STANDARD CONSTRUCTION DETAINS
TYPICAL TAPPING SLEEVE
WATER SEWER PLANNING & ENGINEERING
111' H
ro
_
City of @auonne4
STANDARD CONSTRUCTION DETAILS
DOUBLE CHECK VALVE ASSEMBLY
FOR DOMESTIC SYSTEM _
WATER SEWER PLANNING N ENGINEERING I..o ""
W22
CDIIVCI A EINI+YM El 0/ 41411
VR132 ID IGOE
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PROTECT ON LEON
1 -HOC- 282- 7411
Appiepeel Proper! es, LLP
Site Plan and D
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4-170 GAL PRO►AK
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CONC. EA•
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Dry Proofing Door Shield Detai
MOT TO SCALE
M0
IR III
PLAT OF THE NORTHERN PORTION OF LOT
111, WARD NO. 1, TYBEE ISLAND, CHATHAM
COUNTY, GEORGIA
— —w tRatl .tint
FOR: APPLEPEEL PROPEERTIES, LLP
J. WHITLEY REYNOLDS
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