HomeMy WebLinkAboutWest Garfield NOTES 0 0 o LEGEND
�1 h 1. ALL HYDRANT LEADS TO BE CONNECTED TO EXISTING 12"
N V Q CAST IRON WATER MAIN WITH 12" x 6" TAPPING TEE AND EXISTING NEW
\N TAPPING VALVE. � � SANITARY SEWER
2, ALL WATER SERVICES ARE 1-112" AND ARE EXTENDED TO SANITARY SEWER MANHOLE- 0
O , WYE BRANCH
WITHIN FIVE (5') FEET OF BUILDING FOUNDATION AND Xy_ EXISTING FENCE
TERMINATE WITH CURB STOP AND CURB BOX,
EXISTING CULVERT
y�W p�h, Q 3, SEWER SERVICES SHALL BE FOUR INCH (4") DIAMETER. WITH
SQ, C (� �V MINIMUM SLOPE OF(1/8 PER FOOT, CURB AND GUTTER
BY OTHERS
4, SEWER SERVICES ARE TO BE PLACED OVER THE WATER MAIN, SEWER CONNECTION POINT
-- II — EXCAVATE WATER MAIN TO CONFIRM ELEVATION. TO NEW BUILDING �S
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S. CONNECT TO SEWER WITH FACTORY FABRICATED WYE BRANCHES. —w WATER MAIN
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it W. GARFIELD 5EE3/fEETUZ 6. SEE SHEET U-2 FOR INFORMATION ON FIRE HYDRANTS AND TAPPING TEE TO VALVE -�
_ _ _._ _ WATER LINE LOCATIONS.
_ FIRE HYDRANT WITH
( i tl 7. FIRE HYDRANTS SHALL BE SET WITH GROUND FLANGE THREE -HOC AUXILIARY VALVEa
j Wle 5 TENTHS OF A FOOT (0.3') ABOVE ADJACENT TOP OF CURB. FIRE HYDRANT
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1 n al 3 N r—x x4 �0 8. FIRE HYDRANTS, TAPPING TEES, BENDS AND FITTINGS SHALL WITHOUT AUXILIARY VALVE
+ BE PLACED WITH CONCRETE THRUST BLOCKS. WATER SERVICE w
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5. MINIMUM COVER FOR WATER MAIN - 6-1/2 FEET. CONNECTION POINT
it TO NEW BUILDING
Jr 1C, TOP OF MANHOLES SHALL BE SET TO GRADES SHOWN AND
ADJUSTED TO GRADE PRIOR TO PAVING BEING PLACED, BUILDING
11. COORDINATE SEWER AND WATER SERVICES LOCATIONS WITH SIDEWALK
4803-SHEETS CONTOUR
48l03�
U (11 EETS U-2 AND U 3, PAVEMENT
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711 10) s� '�X \�'4 BENCH MARKS
Q \ 6 IRON PIN-NW CORNER W. GARFIELD AND W.JUILIA MARTIN DRIVE 4860.14
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IRON PIN-NE CORNER W. GARFIELD AND E. JUILIA MARTIN DRIVE 4862.21
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y FIRE HYDRANT N.E. CORNER S 19TH AND W. GARFIELD 4865.65
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