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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 �\\ p BFP W 22.50 BENDS 470.375.2001� � DOMESTIC METER 2-6" POWER w.genesiseng.net � U_ \ \ & a 1-1/2� GAS� CONDUITS ww AND 2-1/2 RPZ BFP IN / HEATED ENCLOSURE a � McTFR W W J¢ TIE INTO EXISTING FIBER w FTFR 450 BEND t� 450 BEND OPTIC SERVICE LINE CAR W O""// � % �j 2-6" POWER CONDUITS \ 8"x8" TEE Up T �FT� eFA W 2.5" DOMESTIC / &VALVE \ P R W �MANF AIL DOMESTIC METER BF IOLD - 1 ' METERS & 9 84 Wx6" TEE WITH VALVE & 6" STUB. Up A \ CAP & MARK FOR 10 FUTURE WATER ( ) 1" RPZ BFP'S IN HEATED ENCLOSUR % y,�, HGINE�� O / SERVICE CONNECTION 8"x8" TEE '� N• -�S``���� O RETAIL PAD MOUNTED & VALVE GAS STUB, CAP & MARK \ \ \ x2.5" TRANSFORMER FOR FUTURE SERVICE r�\ \ \ \ \ ENLARGER 09��9�ZOZq CONNECTION so \ UP o � ,• 1" IRRIGATION Up p� G ® \ 6" 55 STUB. CAP WITH \ \ ° METER AND BFP IN 45° BEND Up o CLEANOUT FOR FUTURE \ � ' \ HEATED ENCLOSURE 900 BEND UP y0 SANITARY SEWER \ \ °'fir' " .' :, \ SERVICE CONNECTION \ \ ` & UP a G \ \ \ UP a \ SSMH X-5.2 ' \ 8 °. STA: 54+87.81 \ \ A UP I IIJ1/ I�/ I 4 Up \ / a Q TOP=2139.25 \ a a G �° C 8"x6"TEE, VALVE & FIRE N \ p G \ \ HYDRANT ASSEMBLY \ 3 3 3 3 3 3 3 3 3 3 \ \ \ GAS rn rn rn m m m m rn rn rn \ rn rn rn m m m m rn rn rn 4 \ FUTURE LOT 4 \ \ \ a a Ln. Ln \ MSD SANITARY n TI TI TI TI TI TI TI TI TI \ \ SEWER EASEMENT \ \ O �y° G' \ \ 2 \ I CO M • GG N CE \ �I \ \ \ I __ I __ I -i 1 1 - - &I CB \ \ C M \ \ 8"x6" TEE &VALVE M \ SSMH X-5.1 \ T — — — — — — GO d a o Q C STA: 53+20.00 8" WATER MAIN \ 6� 'y TOP=2133.50 G a a SS� SS CONTRACTOR SHALL COORDINATE \ GOM a (f) UTILITY CONNECTION WITH a RE-ROUTED FIBER 8 ls� Q OPTIC LINE40 —� — — — — — — — — ,�. SERVICE PROVIDERS. z �J,J 8"x6" TEE WITH VALVE & a I > O M Z, Ali^.y 6" STUB. CAP & MARK FOR UTILITY SERVICE CONNECTION PLAN °� a Q o ' '9 `� `\ \ \ � ��� FUTURE WATER SERVICE _ G SCALE: 1"-10' Q U a cV 00 �/� �� �� Q CONNECTION J z = w I� Q os oyA cS� J c O \ J z ~ Q LU LU Z J \ ' Q 0.6 W O w 0� ° LU U yA \ \ Q � J > � � e . N LU tY O p w o U ~ z ILL Ln c z \ / W O O Q = z w w = LUo Q > � ' q O o J N a C TIE INTO EXISTING 6" w a m U WATER MAIN WITH w "x8" TEE AND VALVE U) ,o T, w REVISIONS o z 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 yo � J NP ti \ .yam 'cp Wx6"TEE, VALVE & FIRE HYDRANT ASSEMBLY ti� \ UTILITY LEGEND o 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 O UNDERGROUND COM 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