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<br />4"x2 1/2"x2 1/2" FIRE DEPT.
<br />CONNECTION W/CAPS, BRASS
<br />(VENDOR SHALL BE PER
<br />COUNTY FIRE DEPARTMENT) —
<br />SEAL 1" DEEP W/
<br />CAULKING---\
<br />WRAP PIPE W/2
<br />LAYERS OF 1 1/2 -
<br />FIBERGLASS /2"FIBERGLASS
<br />INSULATION
<br />CONC. PENETRAT'N.
<br />6" PIPE, DUCTILE
<br />IRON, CLASS 51,
<br />FLANGE ONE END
<br />6" ELBOW, 90', C.I., M.J.
<br />SEAL 1" DEEP W/
<br />CAULKING--\
<br />WRAP PIPE W/2
<br />LAYERS OF 1 1/2"
<br />FIBERGLASS
<br />INSULATION
<br />CONC. PENETRAT'N.
<br />6" PIPE, DUCTILE
<br />IRON, CLASS 51,
<br />FLANGE ONE END
<br />4" PIPE, STD., STEEL
<br />(SEE NOTE No. 10) -
<br />7yAlC-K/.tWtK UKU551NU
<br />SECTION
<br />SCALE: HORZ. 1" = 10'-0"
<br />VERT. 1" = 5'-0"
<br />FENCE
<br />FINISHED GRADE,
<br />SEE DWG. No. C2
<br />4" ELBOW, 90', STD.
<br />4" TRANSITION COUPLING, STD.xPVC
<br />4" PIPE, PVC, SCH.40
<br />4" GATE VALVE, C.I., M.J.
<br />8"x8"x4" TEE, C.I., M.J.
<br />ELEVATION VIEW
<br />FIRE DEPT. CONNECTION
<br />DE T A I L TYP. 2 PLACES:
<br />1 -THIS DWG.
<br />N.T.S. 1 -ON DWG. M9
<br />BLDG. FDT'N./LOADING DOCK,
<br />SEE DWG. No. S4
<br />FINISHED GRADE,
<br />SEE DWG. No. C2
<br />6" GATE VALVE, C.I., M.J.
<br />6" PIPE, DUCTILE
<br />IRON, CLASS 51 -
<br />8"x8"x6" TEE, C.I., M.J.
<br />SECTION
<br />BLD'G. FDT'N., SEE DWG. No. S4
<br />FINISHED GRADE,
<br />SEE DWG. No. C2
<br />6" PIPE, DUCTILE
<br />IRON, CLASS 51,
<br />FLANGE ONE END
<br />6" PIPE, DUCTILE IRON,
<br />CLASS 51, SEE NOTE No. 6
<br />God- �3l
<br />SECTIO9
<br />B"x8"X6" TEE, C.I., M.J.
<br />FINISHED GRADE,
<br />SEE DWG. No. C2
<br />1" = 50'-0"
<br />\
<br />/ r
<br />FUTURE PROCESSING AREA
<br />6" CAP, M.J. (SEE
<br />NOTE No. 5)
<br />6" HYDRANT, M.J., SEE
<br />COUNTY STD. DET. E-4
<br />WATER PIPES, FOR LOCATION do
<br />CONTINUATION IN THIS AREA
<br />SEE DWG. No. Al
<br />2" IRRIGATION
<br />SERVICE
<br />6" CAP, M.J. (SEE
<br />NOTE No. 5)
<br />8"x8"x6" TEE, C.I., M.J.
<br />8" PIPE, PVC, CLASS 200, M.J.
<br />6" GATE VALVE, C.I.,
<br />M.J., SEE COUNTY
<br />STD. DET. E-2
<br />114.2 FIN. GRADE
<br />115.5 RIM OF OPN'GS.
<br />CAST IRON FRAME
<br />do COVER
<br />114.0 RIM
<br />24" REINFORCED CONC. PIPE, CLASS II
<br />P: 3"
<br />4" ABS 4" ABS PIPES OUT
<br />PIPE IN
<br />CUT & BREAK OUT RCP PIPE
<br />AS REQ'D. FOR PENETRATIONS,
<br />1n I 11 I CUT REINF'G. do BEND OUT,
<br />112.8 INV.
<br />do GROUT JOINTS, TYP. 6 PLACES
<br />I Il
<br />o: o .
<br />6" CONCRETE
<br />TYP.
<br />DISTRIBUTION BOX
<br />DETAIL
<br />N.T.S. _
<br />8" ELBOW, 45', C.I., M.J.
<br />(SEE NOTE No. 5)
<br />DISTRIBUrN. BOX
<br />114.0 RIM
<br />112.8 INV.
<br />LEACH FIELD
<br />_.7
<br />NOTE:
<br />1. FOR SITE IMPROVEMENT/SURFACING PLAN SEE DWG. No. C3.
<br />2. SANITARY SEWER CLEAN OUTS SHALL CONFORM TO COUNTY STD.
<br />DET. No. D -J. BOX OVER CLEAN OUTS SHALL CONFORM TO COUNTY
<br />STD. DET. No. D-4,
<br />3. SEPTIC TANK & LEt CH FIELD SHALL CONFORM TO COUNTY'S
<br />HEALTH DISTRICT ORDINANCE CODE.
<br />4. FULLY ENCASE THE SANITARY SEWER PIPE IN CONCRETE FOR A DISTANCE
<br />OF 10 FEET ON EACH SIDC OF THE OVERCROSSING OF THE FIRE & DOMESTI
<br />WATERLINES. PROVIDE A MINIMUM OF 4" OF CONCRETE ENCASEMENT
<br />INCLUDING THE PIPE JOINTS;.
<br />5. WATER SYSTEM SHALL HAVE THRUST BLOCKS CONFORMING
<br />TO COUNTY STD. DET. No. E-3.
<br />6. ALL UTILITY LINES SHALL HAVE 36" MIN. COVER EXCEPT WHEN PROTECTED
<br />BY CONCRETE SLABS.
<br />7. FOR LANDSCAPE IRRIGATION PLAN SEE DWG. Na. L1.
<br />8. FOR ELECTRICAL SYSTEM SEE DWG. No. E-2.
<br />9. GATE VALVES TO HAVE STEM EXTENSIONS AS REQU,'ED.
<br />OPERATING NUT SHALL BE SAME AS ON VALVE & AT
<br />MAXIMUM 36" BELOW GRADE.
<br />10. STEEL PIPE BELOW GRADE SHALL BE WRAPPED WITH TWO LAYERS
<br />OF PROTECTO-WRAP OR OTHER COATING AS APPROVED BY Tt; ENGINEL%,
<br />11. ALL UTILITIES SHALL CONFORM TO THE SPECIFICATIONS
<br />FOR THIS PROJECT.
<br />LEGEND:
<br />INV.— —
<br />— —INVERT
<br />CMP— ____
<br />— _ CORRUGATED METAL PIPE (GALVANIZED)
<br />EL— —
<br />_ ELEVATION
<br />Lo.Pt. —
<br />LOW POINT
<br />HI.Pt.
<br />HIGH POINT
<br />U.N.—
<br />—UNLESS NOTED
<br />1
<br />3/26/92
<br />RECORD DRAWING -PER CONTRACTOR
<br />— FLOWLINE
<br />E.O.P.
<br />EDGE OF PAVEMENT
<br />0
<br />2/2/91
<br />ISSUED FOR CONSTRUCTION
<br />— CLEAN OUT
<br />M.J.— — --
<br />— MECHANICAL JOINT
<br />REV
<br />DATE
<br />DESCRIPTION DWN B
<br />DES BY
<br />CHK BY
<br />APP B`
<br />DATE OF ISSUE DWN BY L. TO_D_D_ _ CHK BY
<br />FEB. 1991 DES BY L. TOD _ APP BY___
<br />_.7
<br />NOTE:
<br />1. FOR SITE IMPROVEMENT/SURFACING PLAN SEE DWG. No. C3.
<br />2. SANITARY SEWER CLEAN OUTS SHALL CONFORM TO COUNTY STD.
<br />DET. No. D -J. BOX OVER CLEAN OUTS SHALL CONFORM TO COUNTY
<br />STD. DET. No. D-4,
<br />3. SEPTIC TANK & LEt CH FIELD SHALL CONFORM TO COUNTY'S
<br />HEALTH DISTRICT ORDINANCE CODE.
<br />4. FULLY ENCASE THE SANITARY SEWER PIPE IN CONCRETE FOR A DISTANCE
<br />OF 10 FEET ON EACH SIDC OF THE OVERCROSSING OF THE FIRE & DOMESTI
<br />WATERLINES. PROVIDE A MINIMUM OF 4" OF CONCRETE ENCASEMENT
<br />INCLUDING THE PIPE JOINTS;.
<br />5. WATER SYSTEM SHALL HAVE THRUST BLOCKS CONFORMING
<br />TO COUNTY STD. DET. No. E-3.
<br />6. ALL UTILITY LINES SHALL HAVE 36" MIN. COVER EXCEPT WHEN PROTECTED
<br />BY CONCRETE SLABS.
<br />7. FOR LANDSCAPE IRRIGATION PLAN SEE DWG. Na. L1.
<br />8. FOR ELECTRICAL SYSTEM SEE DWG. No. E-2.
<br />9. GATE VALVES TO HAVE STEM EXTENSIONS AS REQU,'ED.
<br />OPERATING NUT SHALL BE SAME AS ON VALVE & AT
<br />MAXIMUM 36" BELOW GRADE.
<br />10. STEEL PIPE BELOW GRADE SHALL BE WRAPPED WITH TWO LAYERS
<br />OF PROTECTO-WRAP OR OTHER COATING AS APPROVED BY Tt; ENGINEL%,
<br />11. ALL UTILITIES SHALL CONFORM TO THE SPECIFICATIONS
<br />FOR THIS PROJECT.
<br />LEGEND:
<br />INV.— —
<br />— —INVERT
<br />CMP— ____
<br />— _ CORRUGATED METAL PIPE (GALVANIZED)
<br />EL— —
<br />_ ELEVATION
<br />Lo.Pt. —
<br />LOW POINT
<br />HI.Pt.
<br />HIGH POINT
<br />U.N.—
<br />—UNLESS NOTED
<br />�—
<br />— CENTERLINE
<br />— --
<br />— FLOWLINE
<br />E.O.P.
<br />EDGE OF PAVEMENT
<br />F.O.C.
<br />FACE OF CURB
<br />C.O.— —
<br />— CLEAN OUT
<br />M.J.— — --
<br />— MECHANICAL JOINT
<br />C.I.— —
<br />_ CAST IRON (CLASS 51)
<br />PVC— —
<br />_ POLYVINYL CHLORIDE PIPE (CLASS 200)
<br />ABS —
<br />— ACRYLONITRILE -BUTADIENE -STYRENE SEWER PIPE
<br />FL-- — --
<br />— FIRE WATER LINE
<br />—W-- —
<br />— POTABLE WATER UNE
<br />—SS —
<br />— SANITARY SEWER
<br />—G— —
<br />— PROPANE GAS
<br />8" ELBOW, 90'. C.I., M.J.
<br />(SEE NOTE No. 5)
<br />WATER PIPES, FOR LOCATION &
<br />CONTINUATION IN THIS AREA
<br />SEE DWG. No. M8
<br />RECORD DRAWING
<br />CI
<br />
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