OUTSIDE DIA.+0’-6" VARIABLE 1’-0" 6" MIN. 6" 4" 12" 2’-9" MAX. 8" 2’-2" DIA. 1’-4" 1’-8" 2’ "X" BRASS PIPE "X" VENT PIPE 16" 24" 16" 1" 16" 2’ MINIMUM 16" 16" 24" 16" 16" APCO COMBINATION AIR RELEASE VALVE OR EQUAL APCO COMBINATION AIR RELEASE VALVE OR EQUAL APCO COMBINATION AIR RELEASE VALVE OR EQUAL 12" 5’ DIAMETER MINIMUM 8" 4" 12" 4" 12" 8" MINIMUM 5’ DIAMETER DIAMETER 24" 1" 5’-0" DIAMETER PROJECT NO. SHEET NO. Drawn: Checked: Approved: Date: $PROJECT$ ...\tables\Pen\BW_PENTABLE.tbl PEN: PROJ: USER: DATE: DGN: 3/3/2010 ...\STANDARD\2010\lsp310s1.dgn siecaw MIN. 0’-9" MORTAR JOINT OR APPROVED SEALENT CEMENT MORTAR STD. HEAVY TRAFFIC TYPE MANHOLE FRAME AND COVER 8" BRICK STANDARD PRECAST R.C MANHOLE TOP 90^ ELBOW 8" BRICK WALL PIPE HANGER TURN BUCKLE COARSE GRAVEL MANHOLE STEPS WATER MAIN VALVE MANHOLES, AIR RELIEFS AND BLOW OFFS L.S.P. 310 SHUTOFF VALVES SHALL BE CARBON STEEL CONBRACO "APOLLO 88-100 SERIES", NELES-JAMESBURY "SERIES 5000, FIG 5150-11-2200TT", OR POWELL "FIG A224T" BALL VALVES. DRAIN VALVES SHALL BE BRASS OR BRONZE CONBRACO "APOLLO 70-100 SERIES" OR STOCKHAM "S-216". CHECK VALVES SHALL BE APCO "SERIES 9000 CLASS 150 DOUBLE DOOR CHECK VALVE" OR EQUAL. THE CAST IRON MANHOLE RING SHALL SET IN A BED OF MORTAR, AND CAREFULLY ADJUSTED TO PROPOSED GRADE. MANHOLE RING AND COVER SHALL BE CITY OF LINCOLN HEAVY TRAFFIC TYPE. (SEE LSP 162) MANHOLE STEPS SHALL BE CITY OF LINCOLN STANDARD MANHOLE STEPS. (SEE LSP 162) ALL REINFORCING STEEL SHALL BE EPOXY COATED. ANY TAP LARGER THAN 1" SHALL BE INSTALLED BY FACTORY. 20" FLANGED OUTLET NOTES: AUTOMATIC AIR RELIEF VAULT INSTALLATION AUTOMATIC AIR RELIEF VAULT INSTALLATION FOR MAINS UNDER PAVING "X" FLANGED BEND "X" x 90^ ELBOW "X" x 90^ ELBOW "X" UNION "X" FLANGED OUTLET BRANCH LOCATE "X" VENT PIPE IN FIELD NEAR FENCE OR POLE NEAR PROPERTY LINE "X" CHECK VALVE "X" BALL VALVE "X" TEE W/BLIND FLANGE TAPPED FOR "X" BALL VALVE "X" THREADED REDUCER "X" THREADED TEE "X" BALL VALVE 8" BRICK WALL CONCRETE SUPPORT NON-SHRINK GROUT IN ANNULAR SPACE " X" x 180^ELBOW P ROPERTY LINE VIEW ’A’ CEMENT MORTAR 8" BRICK WALL STANDARD PRECAST R.C. MANHOLE TOP 32" 9" 32" STD. HEAVY TRFFIC TYPE MANHOLE FRAME AND COVER CENTERED ON BIKE PATH OR SIDEWALK BACK OF CURB 8" VALVE BOX AND COVER 6’ MINIMUM FOR HEAD CLEARANCE MORTAR JOINT OR APPROVED SEALANT " X" SCH.40 STEEL PIPE (DOUBLE POLYWRAPPED) (ALL RESTRAINED JOINTS) 4" THICK (MIN) CRUSHED ROCK OR COARSE GRAVEL WATER MAIN MIN. OF 1/2" MORTAR PLASTER ON OUTSIDE OF ALL BRICK SURFACES "X" GATE VALVE, EXT. STEM, VALVE BOX AND COVER " X" FLANGED 90^ BEND INSULATED FLANGE "X" THREAD BOSS PROVIDE PIPE OUTLET AS REQUIRED PER PIPE MATERIAL 180 ^ ELBOW INSTALL 1/4" MESH SCREEN 2" VIEW "A" "X" VENT PIPE LOCATED IN FIELD NEAR FENCE OR POLE NEAR PROPERTY LINE "X" THREADED REDUCER "X" TEE W/BLIND FLANGE TAPPED FOR "X" BALL VALVE "X" BALL VALVE "X" CHECK VALVE "X" BALL VALVE "X" BALL VALVE "X" THREADED TEE "X" x 90^ ELBOW "X" UNION 90^ ELBOW "X"- SIZE TO BE DETERMINED BY ENGINEER BASED ON DESIGN AND NEED "X"- SIZE TO BE DETERMINED BY ENGINEER BASED ON DESIGN AND NEED "X" D.I. VENT PIPE MIN. OF 1/2" MORTAR PLASTER ON OUTSIDE SURFACE COMBINATION AIR RELEASE VALVES SHALL BE APCO OR EQUAL. (1/8"/ft min.) INSTALL 1/4" MESH SCREEN "X" BALL VALVE LSP 310 LSP 310 LSP 310 1 02/25/2010 JWH P R O F E S S I O N A L C I V I L E N G I N E E R S T A T E O F N E B R A S K A 4" THICK (MINIMUM) CRUSHED ROCK OR COARSE GRAVEL (1/8"/ FOOT MINIMUM) (1/8"/ FOOT MINIMUM) MAXIMUM MINIMUM MAXIMUM (1/8"/ FOOT MINIMUM) 6’-0" DIAMETER FOR 42" OR 48" MAINS OWEN E-6812 STEVE R. This document was originally issued and sealed by Steve R. Owen, E-6812, on 03-04-2010. This media should not be considered a certified document.