HomeMy WebLinkAboutSW1240301_Plansheet - Proposed Conditions/Site Plan_20240923 (7) \ o 0
OHP
- OHP a
o 8"x8" TEE, VALVE & ABOVE G a G
d
\ TIE INTO EXISTING 6 GROUND 8" DDC IN
f\ WATER MAIN WITH
HEATED ENCLOSURE GENESIS ENGINEERING
6"x8" TEE AND VALVE '
COLLABORATIVE
BFP W W W W W
° & 3360 Martin Farm Road v- / 8" WATER MAIN 8
" FIRE Suite 200
w� Suwanee, Georgia 30024
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t� 450 BEND
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AIL DOMESTIC METER
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,o T, w REVISIONS
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0 \ ° J TOWN COMMENTS 02/19/2024
= TENANT REVIEW 05/02/2024
450 BENDS e: : U OWNER & MSD COMMENTS 06/14/2024
oNp o Q
' JURISDICTION COMMENTS 07/03/2024
O ONP Q Q NCDEQ SUBMITTAL 09/19/2024
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FIRE HYDRANT
ASSEMBLY
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UTILITY LEGEND
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ONP A'°
__- PROPERTY LINE
p 011 O p 900 BEND \. �� -- --
ya ON PROPOSED CURB
\NOOO`n�I v P�\es W �O G ` EXISTING STORM SEWER
O`v 'gyp �° PROPOSED STORM SEWER
pv Fo F
/O lii O / GAS MAIN G
FO G WATER MAIN W
/ 'cp SANITARY SEWER SS
y OVERHEAD POWER LINE OHP
d °
G UNDERGROUND POWER LINE UP
F
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COMMUNICATION LINE
G FIBER OPTIC LINE FO
VALVE W
PIV W
FIRE HYDRANT W
METER M
MANHOLE SS
PROJECT NUMBER:
CLEANOUT CO
EXISTING POWER POLE 21-118
EXISTING FEATURES SCREENED
DATE
ALL SANITARY SEWER CLEANOUTS THAT ARE
WITHIN ASPHALT PAVEMENT AREAS SHALL 12/21/2023
HAVE CONCRETE PAD MEASURING
18"x18"x6" INSTALLED AROUND THE
OHP OHP TRAFFIC-RATED CAST IRON CLEANOUT BOX.
UTILITY PLAN
MSD PROJECT#2023174 ® GRAPHIC SCALE
30 0 15 30 60 120
Know what's below. ( IN FEET )
Call before you dig. 1 inch = 30ft. C � 5n3