SEE HRSD DETAIL #26 SANITARY SEWER MANHOLE INVERT SHAPING DETAIL.
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(NO LATERAL ENTRY ZONE)
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SUPPORT PIPE AND
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MANHOLE ON 6" MIN. OF
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COMPACTED #57 STONE
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(GREATER DEPTHS MAY
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BE REQUIRED IN POOR
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SOILS)
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RINGS TO BE COATED AND SEALED
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SMOOTH ON ALL INSIDE SURFACES,
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3/8" THICK (MIN.) WITH HYDRAULIC
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CEMENT HIGH STRENGTH GROUT.
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PRECAST CONCRETE
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ADJUSTMENT RING (TYP).
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MANHOLE CASTING AND ADJUSTMENT RINGS
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TO BE SET & EMBEDDED IN BUTYL JOINT
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MATERIAL AND CAPPED WITH HYDRAULIC
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CEMENT GROUT OVER FRAME FLANGE,
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ADJUSTMENT RINGS AND SECTION.
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GROUT JOINT INSIDE AND
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OUT AFTER INSTALLATION
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W/ HYDRAULIC CEMENT GROUT.
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FLEXIBLE BOOT
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CONNECTION
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MATCH CROWNS OF THE TRIBUTARY SEWERS WITH THE CROWN OF THE MAIN SEWER
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SEE CHART 1
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DEPTH OF MAIN CHANNEL SHALL BE FROM
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MAIN SEWER PIPE INVERT TO MAIN SEWER
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PIPE CROWN. BENCH SHALL BE SLOPED TO
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PREVENT ACCUMULATION OF SOLIDS.
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12"
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2"
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DATE
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SHEET
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DRAWING NO.
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STANDARD PRECAST CONCRETE
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MANHOLE W/EXTENDED MONOLITHIC BASE
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1 OF 2
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200A
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1/2020
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SEE HRSD SANITARY SEWER MANHOLE
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FRAME AND COVER DETAIL. FRAME AND
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COVER DETAIL TO BE SPECIFIED BY
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THE HRSD ENGINEER
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VARIES
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%%UNOTES:
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1. PRECAST CONCRETE MANHOLE TO BE IN COMPLIANCE WITH ASTM C-478. PRECAST CONCRETE MANHOLE TO BE IN COMPLIANCE WITH ASTM C-478. 2. PROVIDE A MAXIMUM OF TWO LIFT HOLES PER SECTION. PLUG LIFT HOLES WATERTIGHT WITH RUBBER PROVIDE A MAXIMUM OF TWO LIFT HOLES PER SECTION. PLUG LIFT HOLES WATERTIGHT WITH RUBBER PLUGS AND GROUT AFTER INSTALLATION. 3. REGARDLESS OF PIPE SIZE, INSIDE DIAMETER OF MANHOLE SHALL BE 60" (MIN.) WHEN MANHOLE DEPTH REGARDLESS OF PIPE SIZE, INSIDE DIAMETER OF MANHOLE SHALL BE 60" (MIN.) WHEN MANHOLE DEPTH IS 12' OR GREATER. 60" DIAMETER SHALL BE CONTINUOUS UP TO CONE SECTION. 4. MAXIMUM OF FOUR LATERALS PER MANHOLE. MAXIMUM OF FOUR LATERALS PER MANHOLE. 5. ALL MANHOLES SHALL RECEIVE CONSHIELD ADDITIVE OR APPROVED EQUAL DURING CASTING. ALL MANHOLES SHALL RECEIVE CONSHIELD ADDITIVE OR APPROVED EQUAL DURING CASTING. 6. CONCRETE USED TO FORM THE BENCH SHALL RECEIVE THE CONSHIED ADDITIVE, OR APPROVED EQUAL. CONCRETE USED TO FORM THE BENCH SHALL RECEIVE THE CONSHIED ADDITIVE, OR APPROVED EQUAL. 7. COAT EXTERIOR OF MANHOLE IN ACCORDANCE WITH THE HRSD COATINGS MANUAL, CURRENT REVISION, COAT EXTERIOR OF MANHOLE IN ACCORDANCE WITH THE HRSD COATINGS MANUAL, CURRENT REVISION, COATING SYSTEM E-2-C. COATING SHALL BE FIELD APPLIED.
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< OR = 24"
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PIPE SIZE
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48"
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DIAMETER
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MANHOLE
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24"-48"
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HEIGHT
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BASE UNIT
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5"
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THICKNESS-MIN.
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WALL
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27"-36"
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60"
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60" (MIN.)
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6"
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42"
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72"
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7"
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48"
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72"
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7"
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72" (MIN.)
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48" (MIN.)
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%%UCHART 1
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DATE
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SHEET
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DRAWING NO.
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STANDARD PRECAST CONCRETE
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MANHOLE W/EXTENDED MONOLITHIC BASE
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2 OF 2
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200B
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1/2020
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12" MIN.
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LATERAL
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NOT TO SCALE
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%%uNOTES:
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ENTRY ZONE
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VARIABLE
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MONOLITHIC
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BASE
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(24" MIN.)
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SEE HRSD DETAIL #204 SANITARY SEWER
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MANHOLE INVERT SHAPING DETAIL
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8"
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8" MIN.
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NO LATERAL
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ENTRY ZONE
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12" MAX.
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5"
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FRAME AND COVER. FRAME AND COVER TYPE
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FINISHED
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PER ASTM C-478
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SEE HRSD DETAIL SANITARY SEWER MANHOLE
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GRADE
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48" MAX.
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RINGS TO BE COATED AND SEALED
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SMOOTH ON ALL INSIDE SURFACES,
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3/8" THICK (MIN.) WITH HYDRAULIC
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CEMENT HIGH STRENGTH GROUT.
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PRECAST CONCRETE
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ADJUSTMENT RING (TYP).
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SUPPORT PIPES AND
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MANHOLE ON 6" MIN. OF
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COMPACTED #57 STONE
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(GREATER DEPTHS MAY BE
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REQUIRED IN POOR SOILS)
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FLEXIBLE BOOT
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CONNECTION
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1. FLAT TOP CAN BE REPLACED W/ 1'-4" ECCENTRIC SHALLOW CONE IF APPROVED BY HRSD.
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2. PRECAST MANHOLE TO BE IN COMPLIANCE WITH ASTM C-478.
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3. PROVIDE A MAXIMUM OF TWO LIFT HOLES PER SECTION. PLUG LIFT HOLES WATERTIGHT WITH
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RUBBER PLUGS AND GROUT AFTER INSTALLATION.
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MANHOLE CASTING AND ADJUSTMENT RINGS
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TO BE SET AND EMBEDDED IN BUTYL JOINT
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MATERIAL AND CAPPED WITH HYDRAULIC
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CEMENT GROUT OVER FRAME FLANGE,
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ADJUSTMENT RINGS AND SECTION
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GROUT JOINT INSIDE AND
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OUT AFTER INSTALLATION W/
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HYDRAULIC CEMENT GROUT
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12"
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2"
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MATCH CROWNS OF
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TRIBUTARY SEWERS
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WITH THE CROWN OF
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THE MAIN SEWER
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DEPTH OF MAIN CHANNEL SHALL BE FROM
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MAIN SEWER PIPE INVERT TO MAIN SEWER
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PIPE CROWN. BENCH SHALL BE SLOPED TO
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PREVENT ACCUMULATION OF SOLIDS.
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4. ALL MANHOLES SHALL RECEIVE CONSHIELD ADDITIVE OR APPROVED EQUAL DURING CASTING.
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DATE
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SHEET
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DRAWING NO.
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STANDARD DESIGN DETAIL - PRECAST
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CONCRETE SHALLOW MANHOLE WITH EXTENDED BASE
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1 OF 1
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201
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1/2020
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TO BE SPECIFIED BY THE HRSD ENGINEER.
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5"
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5. CONCRETE USED TO FORM THE BENCH SHALL RECEIVE THE CONSHIELD ADDITIVE, OR APPROVED EQUAL.
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6. COAT EXTERIOR OF MANHOLE IN ACCORDANCE WITH THE HRSD COATINGS MANUAL, CURRENT REVISION,
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COATING SYSTEM E-2-C. COATING SHALL BE FIELD APPLIED.
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AND BENCH IN FIELD, SEE SANITARY
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CONSTRUCT CONCRETE CHANNEL
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TOTAL HEIGHT=PIPE O.D. + 4"
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RADIUS=1/2 PIPE O.D. + 2"
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DOGHOUSE TYPE OPENING
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GROUTING BETWEEN
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APPLY WATERSTOP
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BASE SLAB
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MANHOLE MAXIMUM DEPTH = 25'-0"
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INVERT TO TOP OF RIM
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MANHOLE DEPTH DEFINED AS LOWEST
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%%UNOTE:
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MANHOLE SECTIONS
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PRECAST CONCRETE
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%%UPLAN
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MANHOLE
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EXISTING SEWER
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12"
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FIELD POUR BASE SLAB UNDER EXISTING SEWER. REINFORCE W/ #5 REBAR @ 12" O.C. EACH WAY. ALL REBAR TO HAVE 1-1/2" MIN. COVER. CONCRETE TO BE CLASS A-3.
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PRECAST CONCRETE ADJUSTMENT RING (TYP).
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RINGS TO BE COATED AND SEALED SMOOTH ON ALL INSIDE SURFACES, 3/8" THICK (MIN.) WITH HYDRAULIC CEMENT HIGH STRENGTH GROUT.
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MANHOLE CASTING AND ADJUSTMENT RINGS TO BE SET & EMBEDDED IN BUTYL JOINT MATERIAL AND CAPPED WITH HYDRAULIC CEMENT GROUT OVER FRAME FLANGE, ADJUSTMENT RINGS AND SECTION
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SEE CHART 1
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SEE DETAIL #202B, SHEET 2 OF 2 FOR NOTES.
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MANHOLE INVERT SHAPING
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8" MIN.
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FLEXIBLE BOOT CONNECTION
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GROUT JOINT INSIDE AND OUT AFTER INSTALLATION W/ HYDRAULIC CEMENT GROUT
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12" MIN.
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NEW SEWER
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SUPPORT PIPE AND MANHOLE ON 6" MIN. OF COMPACTED #57 STONE (GREATER DEPTHS MAY BE REQUIRED IN POOR SOILS)
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DATE
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SHEET
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DRAWING NO.
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STANDARD DESIGN DETAIL
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SANITARY SEWER STRADDLE MANHOLE
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1/2020
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1 OF 2
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202A
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SEE HRSD SANITARY SEWER MANHOLE FRAME AND COVER DETAIL. FRAME AND COVER TYPE TO BE SPECIFIED BY HRSD ENGINEER.
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MATCH CROWN OF NEW SEWER WITH CROWN OF EXISTING SEWER
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MANHOLE WALL AND PIPE
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DETAIL #204
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DEPTH OF MAIN CHANNEL SHALL BE FROM EXISTING SEWER PIPE INVERT TO EXISTING SEWER PIPE CROWN. BENCH SHALL BE SLOPED TO PREVENT ACCUMULATION OF SOLIDS.
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12"
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2"
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4" MIN. EMBEDMENT
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FINISHED GRADE
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12" MAX.
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NOT TO SCALE
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DATE
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SHEET
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DRAWING NO.
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STANDARD DESIGN DETAIL
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SANITARY SEWER STRADDLE MANHOLE
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1/2020
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2 OF 2
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202B
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< OR = 24"
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PIPE SIZE
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48"
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DIAMETER
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MANHOLE
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24"-48"
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HEIGHT
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BASE UNIT
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5"
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THICKNESS-MIN.
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WALL
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27"-36"
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60"
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60" (MIN.)
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6"
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42"
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72"
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7"
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48"
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72"
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7"
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72" (MIN.)
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48" (MIN.)
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%%UCHART 1
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%%UNOTES:
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1. PRECAST CONCRETE MANHOLE TO BE IN COMPLIANCE WITH ASTM C-478. PRECAST CONCRETE MANHOLE TO BE IN COMPLIANCE WITH ASTM C-478. 2. PROVIDE A MAXIMUM OF TWO LIFT HOLES PER SECTION. PLUG LIFT HOLES PROVIDE A MAXIMUM OF TWO LIFT HOLES PER SECTION. PLUG LIFT HOLES WATERTIGHT WITH RUBBER PLUGS AND GROUT AFTER INSTALLATION. 3. REGARDLESS OF PIPE SIZE, INSIDE DIAMETER OF MANHOLE SHALL BE 60" (MIN.) REGARDLESS OF PIPE SIZE, INSIDE DIAMETER OF MANHOLE SHALL BE 60" (MIN.) WHEN MANHOLE DEPTH IS 12' OR GREATER. 60" DIAMETER SHALL BE CONTINUOUS UP TO CONE SECTION. 4. MAXIMUM OF FOUR LATERALS PER MANHOLE. MAXIMUM OF FOUR LATERALS PER MANHOLE. 5. ALL MANHOLES SHALL RECEIVE CONSHIELD ADDITIVE OR APPROVED EQUAL DURING ALL MANHOLES SHALL RECEIVE CONSHIELD ADDITIVE OR APPROVED EQUAL DURING CASTING. 6. COAT EXTERIOR OF MANHOLE IN ACCORDANCE WITH HRSD COATINGS MANUAL, COAT EXTERIOR OF MANHOLE IN ACCORDANCE WITH HRSD COATINGS MANUAL, CURRENT REVISION, COATING SYSTEM E-2-C. COATING SHALL BE FIELD APPLIED. 7. CONRETE USED TO FORM THE BENCH SHALL RECEIVE THE CONSHIELD ADDITIVE, CONRETE USED TO FORM THE BENCH SHALL RECEIVE THE CONSHIELD ADDITIVE, OR APPROVED EQUAL.
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%%USECTION C-C
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EXISTING OUTLET
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1/2" CEMENT MORTAR
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SMOOTH CHANNEL
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NEW CHANNEL
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%%UBRICK MANHOLE
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STUB
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D" X 12" STUB
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EXISTING
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INLET
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B
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A
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%%USECTION B-B
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EXISTING MANHOLE
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SURFACE WITH 1/2"
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CEMENT MORTAR.
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EXISTING
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INLET
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%%USECTION A-A
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INLET
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EXISTING
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SHELF
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CHANNEL
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EXISTING
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B
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BRICK MANHOLE
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EXISTING
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EXISTING
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CHISEL OUT EXISTING
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CONCRETE SHELF TO
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FORM NEW CHANNEL.
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EXISTING
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OUTLET
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STUB
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EXISTING
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INLET
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EXISTING
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CHANNEL
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SHELF
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EXISTING
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EXISTING PRECAST
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CONCRETE MANHOLE
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C
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CORE CUT HOLE
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EXISTING
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OUTLET
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STUB
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%%UPRE-CAST MANHOLE
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BASE PLAN OF
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BASE PLAN OF
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WHERE APPROVED BY HRSD, CORE CUT HOLE OR BREAK OUT BRICKS CAREFULLY AND NEATLY. FASTEN STUB INTO HOLE WITH WATERSTOP GROUTING.
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SECURELY FASTEN STUB INTO CORED HOLE WITH FLEXIBLE BOOT CONNECTION
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A
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C
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DATE
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SHEET
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DRAWING NO.
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STANDARD DESIGN DETAIL
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CONNECTION INTO EXISTING MANHOLES
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1/2020
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1 OF 1
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203
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REPAIR LINER IF APPLICABLE
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REPAIR LINER IF APPLICABLE
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NOTES: MATCH CROWN OF NEW PIPE STUB TO EXISTING PIPE CROWNS.
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NOT TO SCALE
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SEWER MANHOLE DETAILS)
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MAIN
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MAIN
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FLOW
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TRIBUTARY
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TRIBUTARY
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MANHOLE WALL
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(SEE ASSOCIATED SANITARY
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SLOPE BENCH TO CHANNEL @ 2":12".
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COAT BENCH WITH APPLICATION OF
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AN APPROVED COATING, IF
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SPECIFIED.
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INVERT OF SEWER MAIN
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CARRIED THROUGH MANHOLE
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W/SPLIT PIPE SECTIONS, OR
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FORMED CONCRETE (2000
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P.S.I.) CHANNEL. DEPTH OF
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MAIN CHANNEL SHALL EQUAL
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THE DEPTH OF THE
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FORM TRIBUTARY CHANNELS OF
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CONCRETE (2000 P.S.I.)
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(TROWEL FINISH) ON A
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CONTINUOUS CURVE TO MAIN
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CHANNEL. DEPTH OF CHANNEL SHALL
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EQUAL THE DEPTH OF THE CONTRIBUTING
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SEWER.
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CONTRIBUTING SEWER.
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NOTES: 1. SPLIT PIPE ONLY ALLOWED IN STRADDLE MANHOLES. SPLIT PIPE ONLY ALLOWED IN STRADDLE MANHOLES. 2. CONCRETE USED TO FORM THE BENCH SHALL RECEIVE THE CONCRETE USED TO FORM THE BENCH SHALL RECEIVE THE CONSHIELD ADDITIVE, OR APPROVED EQUAL. 3. BENCH SHALL BE FORMED TO ACCOMMODATE CCTV EQUIPMENT.BENCH SHALL BE FORMED TO ACCOMMODATE CCTV EQUIPMENT.
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DATE
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SHEET
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DRAWING NO.
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STANDARD DESIGN DETAIL
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MANHOLE INVERT SHAPING
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1 OF 1
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204
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1/2020
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NOT TO SCALE
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DATE
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SHEET
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DRAWING NO.
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INSIDE GRAVITY DROP CONNECTION
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1 OF 1
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205
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1/2020
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GRAVITY LINE
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INSIDE DROP BOWL (RELINER INC.) OR APPROVED EQUAL
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DROP PIPE MATERIAL TO MATCH INCOMING PIPE MATERIAL
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1) THIS CONNECTION WILL ONLY BE CONSIDERED FOR MANHOLES GREATER THAN 6' IN DEPTH FROM RIM TO INVERT AND WILL ONLY BE APPROVED ON A CASE BY CASE BASIS BY HRSD OPERATIONS.
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2) NO LATERAL ENTRY SHALL BE ALLOWED WITHIN THE TAPER UNIT OF THE MANHOLE.
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90° BEND RESTING ONRE-FORMED CHANNEL & TURNED IN DIRECTION OF EXIST. SEWER FLOW. SEE HRSD INVERT SHAPING DETAIL.
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MAX 4" : GRAVITYMAIN PIPE MATERIAL SHALL BE PVC C-900 OR SDR26
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TRACER WIRE AWG-10 SOLID COPPER WIRE W/POLYETHYLENE INSULATION. SHALL BE TAPED AT A MAXIMUM INTERVAL OF 4'.
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MIN. 3'
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TO EXISTING MANHOLE
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STANDARD PRECAST CONCRETE OR BRICK MANHOLE
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3) IF LATERAL CONNECTION IS GREATER THAN 6' IN DEPTH FROM GRADE. MARKING TAPE SHALL BE INSTALLED 3' BELOW GRADE.
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STRAP - 3/8" X 1-1/2" FLAT BAR FABRICATED AND INSTALLED TO SUPPORT PIPE (MATERIAL SHALL BE 316 STAINLESS STEEL) ATTACHED TO MANHOLE WITH (2) 3/8" 316 STAINLESS STEEL ANCHOR BOLTS, MIN 3" EMBEDMENT. PROVIDE A MINIMUM OF TWO STRAPS (TOP AND BOTTOM) AND ONE EVERY 4' IN BETWEEN
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SEE HRSD DETAIL #203, CONNECTION INTO EXISTING MANHOLE
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TRACE WIRE SHALL TERMINATE AT MANHOLE WALL AT A MAX DISTANCE OF 24" BELOW MANHOLE FRAME AND COVER. TRACER WIRE SHALL BE ATTACHED TO MANHOLE WALL WITH 316 STAINLESS STEEL CLAMP AND BOLT
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NOTES:
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MATCH CROWNS OF THE TRIBUTARY SEWERS WITH THE CROWN OF THE MAIN SEWER
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NOT TO SCALE
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PLAN
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A
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A
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SEWER MANHOLE INVERT SHAPING
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SEE HRSD DETAIL #26, SANITARY
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#4 REBAR - SPACED 6" O.C.
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8"(MIN.)
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CONCRETE ENCASEMENT
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FLOW
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B
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B
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FLEXIBLE BOOT CONNECTION
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SIZE-ON-SIZE TEE
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COMPACTED SELECT BACKFILL
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STRAP-3/8"x1-1/2" FLAT BAR
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FABRICATED AND INSTALLED TO
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SUPPORT PIPE (MATERIAL SHALL BE
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316 STAINLESS STEEL); ATTACH TO
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MANHOLE WITH 3/8" 316 SS INSERT
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ANCHOR BOLTS (SEE SECTION B-B).
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PROVIDE A MINIMUM OF TWO STRAPS
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4"(MIN.)
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#4 BARS - SPACED 6" O.C.
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CONCRETE ENCASEMENT
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DOWEL
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FLEXIBLE
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BOOT
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CONNECTION
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BRICK OR PVC CAP
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2/3 OF DIAMETER
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MATCH CROWN OF PIPE WITH CROWN OF
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MAIN SEWER PIPE
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STRAP
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ANCHOR BOLTS
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(MIN. 3" EMBEDMENT)
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ANCHOR BOLTS
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(MIN. 3" EMBEDMENT)
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LOWER CONCRETE
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ENCASEMENT NOT
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SHOWN FOR CLARITY.
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*
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WALL OF MANHOLE
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SECTION A-A
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SECTION B-B
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DATE
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SHEET
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DRAWING NO.
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STANDARD PRECAST CONCRETE
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OUTSIDE DROP MANHOLE
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1 OF 1
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206
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1/2020
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TOP OF CONCRETE TO MATCH SPRING
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NOT TO SCALE
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LINE OF 90%%D BEND
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(TOP AND BOTTOM) AND ONE EVERY
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FOUR FEET IN BETWEEN.
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DATE
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SHEET
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DRAWING NO.
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STANDARD PRECAST CONCRETE OR BRICK MANHOLE
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INSIDE FORCE MAIN DROP CONNECTIONS
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STRAP - 3/8" X 1-1/2" FLAT BAR FABRICATED AND INSTALLED TO SUPPORT PIPE (MATERIAL SHALL BE 316 STAINLESS STEEL) ATTACHED TO MANHOLE WITH (2) 3/8" 316 STAINLESS STEEL ANCHOR BOLTS, MIN 3" EMBEDMENT. PROVIDE A MINIMUM OF TWO STRAPS (TOP AND BOTTOM) AND ONE EVERY 4' IN BETWEEN
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DROP PIPE MATERIAL TO MATCH INCOMING FORCE MAIN MATERIAL
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90° BEND RESTING ONRE-FORMED CHANNEL & TURNED IN DIRECTION OF EXIST. SEWER FLOW. SEE HRSD INVERT SHAPING DETAIL.
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SEE HRSD DETAIL #203, CONNECTION INTO EXISTING MANHOLE
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MAX 4" : FORCE MAINPIPE MATERIAL SHALL BE HDPE MINIMUM DR-26
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FM LINE
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1) THIS CONNECTION WILL ONLY BE CONSIDERED FOR MANHOLES GREATER THAN 6' IN DEPTH FROM RIM TO INVERT AND WILL ONLY BE APPROVED ON A CASE BY CASE BASIS BY HRSD OPERATIONS.
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2) NO FORCE MAIN ENTRY SHALL BE ALLOWED WITHIN THE TAPER UNIT OF THE MANHOLE.
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LONG RADIUS 90° BEND
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TRACE WIRE SHALL TERMINATE AT MANHOLE WALL AT A MAX DISTANCE OF 24" BELOW MANHOLE FRAME AND COVER. TRACER WIRE SHALL BE ATTACHED TO MANHOLE WALL WITH 316 STAINLESS STEEL CLAMP AND BOLT
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MIN. 3'
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4) ALL BURIED PIPING SHALL BE HDPE DR-17, IF FUSION IS REQUIRED IT SHALL BE BUTT FUSION WELDED
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TO EXISTING MANHOLE
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3) REFERENCE HRPDC SAXOPHONE CONNECTION DETAIL
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5) IF LATERAL CONNECTION IS GREATER THAN 6' IN DEPTH FROM GRADE. MARKING TAPE SHALL BE INSTALLED 3' BELOW GRADE.
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NOTES:
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MATCH CROWNS OF THE TRIBUTARY SEWERS WITH THE CROWN OF THE MAIN SEWER
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TRACER WIRE AWG-10 SOLID COPPER WIRE W/POLYETHYLENE INSULATION. SHALL BE TAPED AT A MAXIMUM INTERVAL OF 4'.
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NOT TO SCALE
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EXISTING GRADE
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DETAIL APPLICABLE TO
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BRICK AND PRECAST
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CONCRETE MANHOLES
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EXISTING
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MANHOLE PROFILE
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ADJUSTED
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MANHOLE PROFILE
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ADJUSTED GRADE
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GROUT
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12"(MAX.)
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PRECAST CONCRETE
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ADJUSTMENT RING
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NOTES: 1. PRECAST CONCRETE ADJUSTMENT RINGS SHALL BE USED TO RAISE THE MANHOLE PRECAST CONCRETE ADJUSTMENT RINGS SHALL BE USED TO RAISE THE MANHOLE FRAME FROM THE CONE SECTION. JACK UP RINGS BETWEEN THE FRAME AND COVER JACK UP RINGS BETWEEN THE FRAME AND COVER ARE NOT ACCEPTABLE. 2. GROUT MIX SHALL BE 1:3 CEMENT:SAND MORTAR. CAP EXTERIOR WITH GROUT OVER GROUT MIX SHALL BE 1:3 CEMENT:SAND MORTAR. CAP EXTERIOR WITH GROUT OVER FRAME FLANGE, ADJUSTMENT RING(S), AND THE TOP 18" OF THE CONE SECTION. COAT INSIDE SURFACE OF THE ADJUSTMENT RINGS AND SEAL SMOOTH WITH 3/8" THICK GROUT. 3. IN LIEU OF PRECAST CONCRETE, ADJUSTMENT RINGS MAY BE COURSES OF HARD, IN LIEU OF PRECAST CONCRETE, ADJUSTMENT RINGS MAY BE COURSES OF HARD, SOUND, COMMON BRICK LAID RADIALLY AND FULLY SUPPORTING THE FRAME FLANGE. BRICK SHALL BE LAID WITH 1:3 CEMENT:SAND MORTAR WITH SHAVED JOINTS NOT TO EXCEED 3/8" THICKNESS. CAP WITH GROUT OVER FRAME FLANGE, ADJUSTMENT RING(S), AND THE TOP 18" OF THE CONE SECTION (AS SHOWN ABOVE). 4. TOTAL HEIGHT BETWEEN THE TOP OF THE CONE AND THE BOTTOM OF THE FRAME TOTAL HEIGHT BETWEEN THE TOP OF THE CONE AND THE BOTTOM OF THE FRAME FLANGE SHALL NOT EXCEED 12" (OR 3 OF COURSES OF BRICK) AFTER THE ADJUSTMENT. IF, ON A PRECAST MANHOLE, THE TOTAL HEIGHT IS >12" BEFORE THE PRECAST MANHOLE, THE TOTAL HEIGHT IS >12" BEFORE THE , THE TOTAL HEIGHT IS >12" BEFORE THE ADJUSTMENT, OR IF RAISING THE TOTAL HEIGHT TO 12" PROVIDES INSUFFICIENT ADJUSTMENT, INSERT AN ADDITIONAL PRECAST CONCRETE STANDARD MANHOLE SECTION BETWEEN THE CONE SECTION AND THE UPPER MOST BARREL SECTION. THE NEW SECTION SHALL HAVE RECEIVED THE CONSHIELD ADDITIVE DURING CASTING. IF, ON A BRICK MANHOLE, THE TOTAL HEIGHT IS >12" BEFORE THE ADJUSTMENT, OR IF RAISING , THE TOTAL HEIGHT IS >12" BEFORE THE ADJUSTMENT, OR IF RAISING THE TOTAL HEIGHT TO 12" PROVIDES INSUFFICIENT ADJUSTMENT, CONTACT THE HRSD ENGINEER FOR DIRECTION. 5. THE EXISTING BARREL SECTION(S), FOUNDATION, FOOT PAD, AND MANHOLE PIPES SHALL THE EXISTING BARREL SECTION(S), FOUNDATION, FOOT PAD, AND MANHOLE PIPES SHALL NOT BE DISTURBED. 6. MANHOLES TO BE LOWERED MAY BE LOWERED BY REMOVING EXISTING ADJUSTMENT MANHOLES TO BE LOWERED MAY BE LOWERED BY REMOVING EXISTING ADJUSTMENT RINGS. IF ADJUSTMENT RINGS ARE NOT PRESENT BETWEEN THE FRAME AND THE CONE SECTION, OR IF THEIR REMOVAL PROVIDES INSUFFICIENT ADJUSTMENT, CONTACT THE HRSD ENGINEER.
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DATE
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SHEET
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DRAWING NO.
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STANDARD PRECAST CONCRETE
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SANITARY SEWER MANHOLE ADJUSTMENT
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NOT TO SCALE
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DATE
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SHEET
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DRAWING NO.
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STANDARD DESIGN DETAIL
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NOTES: : 1. ACTUAL DIMENSIONS MUST BE COMPATIBLE WITH MANHOLE CASTING DIMENSIONS. ACTUAL DIMENSIONS MUST BE COMPATIBLE WITH MANHOLE CASTING DIMENSIONS. 2. DUST COVER NOT REQUIRED WHEN USING MANHOLE INSERT. DUST COVER NOT REQUIRED WHEN USING MANHOLE INSERT. 3. GAS RELIEF VALVE SHALL BE CAPABLE OF RELEASING GAS AT A PRESSURE OF 0.5 GAS RELIEF VALVE SHALL BE CAPABLE OF RELEASING GAS AT A PRESSURE OF 0.5 TO 1.5 PSI AND HAVE A WATER LEAK DOWN RATE NO GREATER THAN 5 GALLONS/24 HOURS. 4. LOAD TEST STRENGTH MUST EXCEED 3,000 POUNDS. LOAD TEST STRENGTH MUST EXCEED 3,000 POUNDS. 5. HANDLE MUST BE CAPABLE OF WITHSTANDING A MINIMUM 500 POUND PULL FORCE.HANDLE MUST BE CAPABLE OF WITHSTANDING A MINIMUM 500 POUND PULL FORCE.
SEE STUB-OUT CONNECTION FITTING SCHEDULE FOR PROPER CONNECTION FITTING.
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SEE DETAILS 229A & 229B
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STUB-OUT CONNECTION FITTING SCHEDULE
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STUB-OUT MATERIAL
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FITTING
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PVC
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PVC COUPLING
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DI/CI
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JCM 201
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VITRIFIED CLAY
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FERNCO 102 SERIES
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NOTE: 1. CONTRACTOR SHALL FIELD VERIFY ALL PIPE MATERIAL AND SIZES PRIOR TO PROCURING MATERIAL
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NOT TO SCALE
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TO EXISTING STUB-OUT
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EXISTING GRAVITY SEWER MAIN
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EXISTING SERVICE LINE STUB-OUT
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CROSS SECTION
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FINISHED GRADE
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EXISTING MANHOLE
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EXISTING INLET
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SEE STUB-OUT CONNECTION FITTING SCHEDULE FOR PROPER CONNECTION FITTING.
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GRAVITY MAIN EXTENSION
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EXISTING 3'-5' GRAVITY MAIN STUB-OUT
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GRAVITY MAIN EXTENSION
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EXISTING 3'-5' GRAVITY MAIN STUB-OUT
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SEE STUB-OUT CONNECTION FITTING SCHEDULE FOR PROPER CONNECTION FITTING.
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DATE
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SHEET
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DRAWING NO.
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STANDARD MANHOLE FRAME AND COVER
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1"
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28"
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26"
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34"
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22"
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8"
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FRAME
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WEB
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3/4" THICK
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1-3/8"
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1"
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DUST COVER
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5. 0.375" MIN. THICKNESS OF
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BOTH FRAME & COVER
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4. MACHINE SEATING SURFACE ON
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3. TOLERANCE %%P.125"
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CLASS 30
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2. CASTING TO BE ASTM A-48
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1. CASTINGS TO BE SHOT BLASTED
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%%UNOTES:
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COVER
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25-3/4"
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3/4"
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1-3/8"
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H.R.S.D.
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1-1/2"
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COVER-165 LBS.
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FRAME-303 LBS.
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24"
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23-1/2"
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C.I. DUST COVER W/HANDLE
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6"
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6 WEBS @
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60%%D SPACING
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5 DEGREES
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* USE WHERE 24" WATERTIGHT M.H.
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MAY NOT BE APPLICABLE.
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STANDARD DESIGN DETAIL
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NOT TO SCALE
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6. MINIMUM WEIGHTS:
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1.375"
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%%UPLAN
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%%USECTION A-A
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A
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A
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3 - 1" DIAMETER
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HOLES @ 120%%D
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%%UNOTES
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1. CASTINGS TO BE SHOT BLASTED.
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2. CASTINGS SHALL MEET OR EXCEED ASTM A-48-76 CLASS 30-B.
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4. MACHINE SEATING SURFACE ON BOTH FRAME & COVER.
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5. FRAME & COVER TO BE DEWEY BROS. INC. MH-RCR-3000W (WATERTIGHT) OR EQUAL.
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GASKET IN VERTICAL
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FACE OF COVER.
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28.25"
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26.25"
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26.00"
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24.0"
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28.0"
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34.0"
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7.50"
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1.0"
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3.0"
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6. MINIMUM WEIGHTS:
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COVER-170 LBS.
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FRAME-262 LBS.
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H
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.
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R
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.
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S
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.
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D
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.
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_
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+
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3. TOLERANCE 0.125".
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DATE
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SHEET
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DRAWING NO.
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STANDARD DESIGN DETAIL
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MANHOLE FRAME AND COVER-WATERTIGHT
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NOT TO SCALE
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DATE
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SHEET
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DRAWING NO.
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SANITARY SEWER SERVICE CONNECTION
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NOTES: : 1. PROVIDE A CAPPED EXTENSION TO PROPERTY LINE PER HRSD REQUIREMENTS IF SEWER PROVIDE A CAPPED EXTENSION TO PROPERTY LINE PER HRSD REQUIREMENTS IF SEWER A CAPPED EXTENSION TO PROPERTY LINE PER HRSD REQUIREMENTS IF SEWER A CAPPED EXTENSION TO PROPERTY LINE PER HRSD REQUIREMENTS IF SEWER CAPPED EXTENSION TO PROPERTY LINE PER HRSD REQUIREMENTS IF SEWER CAPPED EXTENSION TO PROPERTY LINE PER HRSD REQUIREMENTS IF SEWER EXTENSION TO PROPERTY LINE PER HRSD REQUIREMENTS IF SEWER EXTENSION TO PROPERTY LINE PER HRSD REQUIREMENTS IF SEWER TO PROPERTY LINE PER HRSD REQUIREMENTS IF SEWER TO PROPERTY LINE PER HRSD REQUIREMENTS IF SEWER PROPERTY LINE PER HRSD REQUIREMENTS IF SEWER PROPERTY LINE PER HRSD REQUIREMENTS IF SEWER LINE PER HRSD REQUIREMENTS IF SEWER LINE PER HRSD REQUIREMENTS IF SEWER PER HRSD REQUIREMENTS IF SEWER PER HRSD REQUIREMENTS IF SEWER HRSD REQUIREMENTS IF SEWER HRSD REQUIREMENTS IF SEWER REQUIREMENTS IF SEWER REQUIREMENTS IF SEWER IF SEWER IF SEWER SEWER SEWER SERVICE WILL NOT BE ACTIVATED AT THE TIME OF CONSTRUCTION. 2. CLEAN OUT SHALL BE INSTALLED AT THE ROW OR HRSD EASEMENT/PROPERTY LINE, CLEAN OUT SHALL BE INSTALLED AT THE ROW OR HRSD EASEMENT/PROPERTY LINE, OUT SHALL BE INSTALLED AT THE ROW OR HRSD EASEMENT/PROPERTY LINE, OUT SHALL BE INSTALLED AT THE ROW OR HRSD EASEMENT/PROPERTY LINE, SHALL BE INSTALLED AT THE ROW OR HRSD EASEMENT/PROPERTY LINE, SHALL BE INSTALLED AT THE ROW OR HRSD EASEMENT/PROPERTY LINE, BE INSTALLED AT THE ROW OR HRSD EASEMENT/PROPERTY LINE, BE INSTALLED AT THE ROW OR HRSD EASEMENT/PROPERTY LINE, INSTALLED AT THE ROW OR HRSD EASEMENT/PROPERTY LINE, INSTALLED AT THE ROW OR HRSD EASEMENT/PROPERTY LINE, AT THE ROW OR HRSD EASEMENT/PROPERTY LINE, AT THE ROW OR HRSD EASEMENT/PROPERTY LINE, THE ROW OR HRSD EASEMENT/PROPERTY LINE, THE ROW OR HRSD EASEMENT/PROPERTY LINE, ROW OR HRSD EASEMENT/PROPERTY LINE, ROW OR HRSD EASEMENT/PROPERTY LINE, OR HRSD EASEMENT/PROPERTY LINE, OR HRSD EASEMENT/PROPERTY LINE, HRSD EASEMENT/PROPERTY LINE, HRSD EASEMENT/PROPERTY LINE, EASEMENT/PROPERTY LINE, EASEMENT/PROPERTY LINE, LINE, LINE, UNLESS OTHERWISE STATED. 3. CONTRACTOR SHALL USE NO MORE THAN FOUR (4) FITTINGS. BENDS SHALL HAVE A CONTRACTOR SHALL USE NO MORE THAN FOUR (4) FITTINGS. BENDS SHALL HAVE A SHALL USE NO MORE THAN FOUR (4) FITTINGS. BENDS SHALL HAVE A SHALL USE NO MORE THAN FOUR (4) FITTINGS. BENDS SHALL HAVE A USE NO MORE THAN FOUR (4) FITTINGS. BENDS SHALL HAVE A USE NO MORE THAN FOUR (4) FITTINGS. BENDS SHALL HAVE A NO MORE THAN FOUR (4) FITTINGS. BENDS SHALL HAVE A NO MORE THAN FOUR (4) FITTINGS. BENDS SHALL HAVE A MORE THAN FOUR (4) FITTINGS. BENDS SHALL HAVE A MORE THAN FOUR (4) FITTINGS. BENDS SHALL HAVE A THAN FOUR (4) FITTINGS. BENDS SHALL HAVE A THAN FOUR (4) FITTINGS. BENDS SHALL HAVE A FOUR (4) FITTINGS. BENDS SHALL HAVE A FOUR (4) FITTINGS. BENDS SHALL HAVE A (4) FITTINGS. BENDS SHALL HAVE A (4) FITTINGS. BENDS SHALL HAVE A FITTINGS. BENDS SHALL HAVE A FITTINGS. BENDS SHALL HAVE A BENDS SHALL HAVE A BENDS SHALL HAVE A SHALL HAVE A SHALL HAVE A HAVE A HAVE A A A MAX ANGEL OF 60° AND A MINIMUM OF 30° ALL BENDS SHALL BE LONG RADIUS.4. WYE CONNECTION SHALL BE PLACED BETWEEN THE 1:30-3 O'CLOCK OR 9 TO 10:30 WYE CONNECTION SHALL BE PLACED BETWEEN THE 1:30-3 O'CLOCK OR 9 TO 10:30 CONNECTION SHALL BE PLACED BETWEEN THE 1:30-3 O'CLOCK OR 9 TO 10:30 CONNECTION SHALL BE PLACED BETWEEN THE 1:30-3 O'CLOCK OR 9 TO 10:30 SHALL BE PLACED BETWEEN THE 1:30-3 O'CLOCK OR 9 TO 10:30 SHALL BE PLACED BETWEEN THE 1:30-3 O'CLOCK OR 9 TO 10:30 BE PLACED BETWEEN THE 1:30-3 O'CLOCK OR 9 TO 10:30 BE PLACED BETWEEN THE 1:30-3 O'CLOCK OR 9 TO 10:30 PLACED BETWEEN THE 1:30-3 O'CLOCK OR 9 TO 10:30 PLACED BETWEEN THE 1:30-3 O'CLOCK OR 9 TO 10:30 BETWEEN THE 1:30-3 O'CLOCK OR 9 TO 10:30 BETWEEN THE 1:30-3 O'CLOCK OR 9 TO 10:30 THE 1:30-3 O'CLOCK OR 9 TO 10:30 THE 1:30-3 O'CLOCK OR 9 TO 10:30 1:30-3 O'CLOCK OR 9 TO 10:30 1:30-3 O'CLOCK OR 9 TO 10:30 O'CLOCK OR 9 TO 10:30 O'CLOCK OR 9 TO 10:30 OR 9 TO 10:30 OR 9 TO 10:30 9 TO 10:30 9 TO 10:30 TO 10:30 TO 10:30 10:30 10:30 O'CLOCK POSITION ON THE GRAVITY MAIN. 5. THIS DETAIL SHALL BE USED IN CONJUCTION WITH STANDARD DETAILS 229A & 229B THIS DETAIL SHALL BE USED IN CONJUCTION WITH STANDARD DETAILS 229A & 229B DETAIL SHALL BE USED IN CONJUCTION WITH STANDARD DETAILS 229A & 229B DETAIL SHALL BE USED IN CONJUCTION WITH STANDARD DETAILS 229A & 229B SHALL BE USED IN CONJUCTION WITH STANDARD DETAILS 229A & 229B SHALL BE USED IN CONJUCTION WITH STANDARD DETAILS 229A & 229B BE USED IN CONJUCTION WITH STANDARD DETAILS 229A & 229B BE USED IN CONJUCTION WITH STANDARD DETAILS 229A & 229B USED IN CONJUCTION WITH STANDARD DETAILS 229A & 229B USED IN CONJUCTION WITH STANDARD DETAILS 229A & 229B IN CONJUCTION WITH STANDARD DETAILS 229A & 229B IN CONJUCTION WITH STANDARD DETAILS 229A & 229B CONJUCTION WITH STANDARD DETAILS 229A & 229B CONJUCTION WITH STANDARD DETAILS 229A & 229B WITH STANDARD DETAILS 229A & 229B WITH STANDARD DETAILS 229A & 229B STANDARD DETAILS 229A & 229B STANDARD DETAILS 229A & 229B DETAILS 229A & 229B DETAILS 229A & 229B 229A & 229B 229A & 229B & 229B & 229B 229B 229B AND DETAILS 251 & 252. 6. PIPING BEDDING SHALL BE TYPE IV BEDDING REFERANCE HRPDC DETAIL EW_01.PIPING BEDDING SHALL BE TYPE IV BEDDING REFERANCE HRPDC DETAIL EW_01.
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PLAN
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"D"X"D"X4" WYE (D= SEWER MAIN DIAMETER)
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SEWER
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FOR NEW OR EXISTING GRAVITY MAINS
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1/8":1' MIN. SLOPE
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SECTION VIEW
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FLOW
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MIN 30° MAX 60°
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DATE
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SHEET
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DRAWING NO.
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STANDARD DESIGN DETAIL
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DEACTIVATION AT HRSD GRAVITY MAIN
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1) ALL PIPE DEACTIVATION SHALL BE ENCASED IN CONCRETE AT THE HRSD GRAVITY MAIN. CONCRETE SHALL SPAN 6" PAST THE FERNCO, WYE, OR TEE FITTING. 2) DEACTIVATED LATERAL SHALL BE REMOVED TO THE EASEMENT/ROW/PROPERTY LINE OR CAPPED AND FLOWABLE FILLED.
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NOTES:
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CAP SHALL BE INSTALLED ON ENDS ON CONNECTION. CAP SHALL BE OF THE SAME PIPE MATERIAL AS THE EXISTING
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FERNCO WILL TIE-IN THE NEW SCHEDULE 80 PVC PIPE
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LATERAL PIPE IS TO BE COMPLETELY REMOVED FROM EXISTING HRSD GRAVITY MAIN. A MINIMUM OF 36" LATERAL PIPE IS TO BE REMOVED AWAY FROM THE MAIN.
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BREAK-IN TAP DEACTIVATION DETAIL
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WYE OR TEE DEACTIVATION DETAIL
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HRSD GRAVITY MAIN
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HRSD GRAVITY MAIN
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DEACTIVATED LATERAL
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DEACTIVATED LATERAL
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NOT TO SCALE
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MAIN
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MAIN
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FLOW
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TRIBUTARY
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NOTES: 1. VOID (CREATED FROM THE REMOVED LATERAL) SHALL BE FILLED WITH CONCRETE THAT HAS VOID (CREATED FROM THE REMOVED LATERAL) SHALL BE FILLED WITH CONCRETE THAT HAS CONSHIELD ADDITIVE. 2. THE EXTERIOR SURFACE SHALL BE PARGED WITH NON-SHRINK HIGH STRENGTH GROUT.THE EXTERIOR SURFACE SHALL BE PARGED WITH NON-SHRINK HIGH STRENGTH GROUT.
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DATE
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SHEET
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DRAWING NO.
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STANDARD DESIGN DETAIL
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PERMANENT SERVICE LATERAL
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DEACTIVATION AT HRSD MANHOLE
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EXISTING LATERAL SHALL
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BE REMOVED FROM MANHOLE
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A MINIMUM OF 36" OF THE
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EXISTING LATERAL PIPE
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CONTRACTOR SHALL REMOVE
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AWAY FROM THE MANHOLE
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SHALL BE REMOVED TO THE
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EASEMENT/R.O.W./PROPERTY
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THE REMAINING LATERAL PIPE
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LINE AND CAPPED AT BOTH
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ENDS WITH FLOWABLE FILL
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NOT TO SCALE
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DATE
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SHEET
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DRAWING NO.
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STANDARD DESIGN DETAIL
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SANITARY SEWER SERVICE CLEAN
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NOTES: : 1. CLEAN OUT FRAME & COVER TO BE PART NUMBER NPN-CW-18 SUPPLIED BY CAPITAL CLEAN OUT FRAME & COVER TO BE PART NUMBER NPN-CW-18 SUPPLIED BY CAPITAL OUT FRAME & COVER TO BE PART NUMBER NPN-CW-18 SUPPLIED BY CAPITAL OUT FRAME & COVER TO BE PART NUMBER NPN-CW-18 SUPPLIED BY CAPITAL FRAME & COVER TO BE PART NUMBER NPN-CW-18 SUPPLIED BY CAPITAL FRAME & COVER TO BE PART NUMBER NPN-CW-18 SUPPLIED BY CAPITAL & COVER TO BE PART NUMBER NPN-CW-18 SUPPLIED BY CAPITAL & COVER TO BE PART NUMBER NPN-CW-18 SUPPLIED BY CAPITAL COVER TO BE PART NUMBER NPN-CW-18 SUPPLIED BY CAPITAL COVER TO BE PART NUMBER NPN-CW-18 SUPPLIED BY CAPITAL TO BE PART NUMBER NPN-CW-18 SUPPLIED BY CAPITAL TO BE PART NUMBER NPN-CW-18 SUPPLIED BY CAPITAL BE PART NUMBER NPN-CW-18 SUPPLIED BY CAPITAL BE PART NUMBER NPN-CW-18 SUPPLIED BY CAPITAL PART NUMBER NPN-CW-18 SUPPLIED BY CAPITAL PART NUMBER NPN-CW-18 SUPPLIED BY CAPITAL NUMBER NPN-CW-18 SUPPLIED BY CAPITAL NUMBER NPN-CW-18 SUPPLIED BY CAPITAL NPN-CW-18 SUPPLIED BY CAPITAL NPN-CW-18 SUPPLIED BY CAPITAL SUPPLIED BY CAPITAL SUPPLIED BY CAPITAL BY CAPITAL BY CAPITAL CAPITAL CAPITAL FOUNDRY OF VIRGINIA, INC. OR APPROVED EQUAL. 2. ALL GRAY IRON CASTINGS SHALL CONFORM TO LATEST EDITION OF ASTM A-48, CLASS 30 ALL GRAY IRON CASTINGS SHALL CONFORM TO LATEST EDITION OF ASTM A-48, CLASS 30 3. AND SHALL BE OF UNIFORM QUALITY. AND SHALL BE OF UNIFORM QUALITY. 4. ALL CASTING DIMENSIONS SHALL HAVE A TOLERANCE OF 1/8" ALL CASTING DIMENSIONS SHALL HAVE A TOLERANCE OF 1/8"±5. ALL CASTINGS SHALL BE CLEANED BY SHOT BLASTING AND HAND CHIPPING UTILIZING ALL CASTINGS SHALL BE CLEANED BY SHOT BLASTING AND HAND CHIPPING UTILIZING CASTINGS SHALL BE CLEANED BY SHOT BLASTING AND HAND CHIPPING UTILIZING CASTINGS SHALL BE CLEANED BY SHOT BLASTING AND HAND CHIPPING UTILIZING SHALL BE CLEANED BY SHOT BLASTING AND HAND CHIPPING UTILIZING SHALL BE CLEANED BY SHOT BLASTING AND HAND CHIPPING UTILIZING BE CLEANED BY SHOT BLASTING AND HAND CHIPPING UTILIZING BE CLEANED BY SHOT BLASTING AND HAND CHIPPING UTILIZING CLEANED BY SHOT BLASTING AND HAND CHIPPING UTILIZING CLEANED BY SHOT BLASTING AND HAND CHIPPING UTILIZING BY SHOT BLASTING AND HAND CHIPPING UTILIZING BY SHOT BLASTING AND HAND CHIPPING UTILIZING SHOT BLASTING AND HAND CHIPPING UTILIZING SHOT BLASTING AND HAND CHIPPING UTILIZING BLASTING AND HAND CHIPPING UTILIZING BLASTING AND HAND CHIPPING UTILIZING AND HAND CHIPPING UTILIZING AND HAND CHIPPING UTILIZING HAND CHIPPING UTILIZING HAND CHIPPING UTILIZING CHIPPING UTILIZING CHIPPING UTILIZING UTILIZING UTILIZING STANDARD 6. INDUSTRY PRACTICES PRIOR TO SHOP APPLICATION OF ASPHALTIC COATING, BY DIPPING. INDUSTRY PRACTICES PRIOR TO SHOP APPLICATION OF ASPHALTIC COATING, BY DIPPING. 7. THE TRACER WIRE POLYETHYLENE INSULATION SHALL ONLY FROM THE LAST INCH. TRACER THE TRACER WIRE POLYETHYLENE INSULATION SHALL ONLY FROM THE LAST INCH. TRACER TRACER WIRE POLYETHYLENE INSULATION SHALL ONLY FROM THE LAST INCH. TRACER TRACER WIRE POLYETHYLENE INSULATION SHALL ONLY FROM THE LAST INCH. TRACER WIRE POLYETHYLENE INSULATION SHALL ONLY FROM THE LAST INCH. TRACER WIRE POLYETHYLENE INSULATION SHALL ONLY FROM THE LAST INCH. TRACER POLYETHYLENE INSULATION SHALL ONLY FROM THE LAST INCH. TRACER POLYETHYLENE INSULATION SHALL ONLY FROM THE LAST INCH. TRACER INSULATION SHALL ONLY FROM THE LAST INCH. TRACER INSULATION SHALL ONLY FROM THE LAST INCH. TRACER SHALL ONLY FROM THE LAST INCH. TRACER SHALL ONLY FROM THE LAST INCH. TRACER ONLY FROM THE LAST INCH. TRACER ONLY FROM THE LAST INCH. TRACER FROM THE LAST INCH. TRACER FROM THE LAST INCH. TRACER THE LAST INCH. TRACER THE LAST INCH. TRACER LAST INCH. TRACER LAST INCH. TRACER INCH. TRACER INCH. TRACER TRACER TRACER WIRE SHALL HAVE A SURPLUS OF 2' OF WIRE CONNECTED INSIDE OF CASTING.
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S
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CLEAN OUT
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2" X 3-3/4" LETTER SIZE
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1" X 1" LETTERS
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FINISHED GRADE
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SEE STANDARD DETAIL #229A & #229B
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OUT FRAME AND COVER (NON-TRAFFIC RATED)
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1/4"
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9/16"
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1/4"
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A
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A
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3/8"
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3/8"
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PLAN
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BOTTOM
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9-15/16"
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1/16"
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7/16"
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9-3/4"
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1/8"
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3/8"
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11/16"
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3/8"
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5/16"
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1/4"
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10-15/16"
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15-3/4"
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8"
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6" MIN.
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COMPACTED
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SECTION A-A
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4"
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EXPOSED BARE COPPER
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WIRE AWG-10
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TRACER WIRE AWG-10 SOLID COPPER WIRE WITH POLYETHYLENE INSULATION
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DETECTABLE TAPE SEE STANDARD DETAIL #229A & #229B
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#57 STONE
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NOT TO SCALE
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DATE
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SHEET
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DRAWING NO.
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STANDARD DESIGN DETAIL
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SANITARY SEWER SERVICE CLEAN
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NOTES: : 1. CLEAN OUT FRAME & COVER HIGHWAY LOAD RATED FOR USE IN DRIVEWAYS, PARKING LOTS, ETC. 2. CLEAN OUT FRAME & COVER TO BE PART NUMBER VB-9*S SUPPLIED BY CAPITAL FOUNDRY OF VIRGINIA, INC. OR APPROVED EQUAL. 3. ALL GRAY IRON CASTINGS SHALL CONFORM TO LATEST EDITION OF ASTM A-48, CLASS 30 AND SHALL BE OF UNIFORM QUALITY. 4. ALL CASTING DIMENSIONS SHALL HAVE A TOLERANCE OF 1/8"±5. ALL CASTINGS SHALL BE CLEANED BY SHOT BLASTING AND HAND CHIPPING UTILIZING STANDARD INDUSTRY PRACTICES PRIOR TO SHOP APPLICATION OF ASPHALTIC COATING, BY DIPPING.
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FINISHED GRADE
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OUT FRAME AND COVER (TRAFFIC RATED)
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PLAN
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SECTION A-A
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16"
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9-1/4"
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8"
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2"
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11"
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10-3/4"
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1/16" TYP.
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S
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8"
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EXPOSED BARE COPPER WIRE AWG-10
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SEE STANDARD DETAIL #229A & #229B
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8"
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TRACER WIRE AWG-10 SOLID COPPER WIRE WITH POLYETHYLENE INSULATION
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6" MIN. COMPACTED #57 STONE
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DETECTABLE TAPE SEE STANDARD DETAIL #229A & #229B
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NOT TO SCALE
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HRSD
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1.00
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9.38
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8.75
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7.66
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7.50
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6.19
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6.00
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3.93
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0.70
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0.90
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2.13
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0.38
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1.00
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6.63
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2.42
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15.75
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NOTES: 1. MATERIAL, CAST IRON, GRADE TO BE SPECIFIED ON PURCHASE ORDER. 2. ALL RADII SHALL BE " MINIMUM. 116" MINIMUM. 3. ESTIMATED WEIGHT 37#.
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NOTES: 1. ALL INTERNAL EDGES SHALL HAVE A " RADIUS. 116" RADIUS. 2. ALL EXTERNAL RADII " TO " AS NEEDED FOR CASTING RELIEF. 116" TO " AS NEEDED FOR CASTING RELIEF. 18" AS NEEDED FOR CASTING RELIEF. 3. MATERIAL, CAST IRON, GRADE TO BE SPECIFIED ON PURCHASE ORDER. 4. ESTIMATED WEIGHT 12#. 5. RISER TO BE FILLED WITH PEA GRAVEL.
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6.75
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4.85
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4.37
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0.50
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0.25
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0.13
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5.20
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2.60
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A
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A
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SECTION A-A
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0.20
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5.5
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9.3
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3.47
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1.90
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0.50
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RO.44
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RO.94
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7.38
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6.37
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DATE
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SHEET
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DRAWING NO.
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STANDARD DESIGN DETAIL
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TRACER WIRE LOCATOR BOX
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B
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O
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X
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A
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O
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C
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L
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0
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T
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R
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0.50
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2.50
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3.25
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VACUUM AIR INTAKE VALVE
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DATE
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SHEET
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DRAWING NO.
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STANDARD DESIGN DETAIL
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NOTE: HANDLE AS SHOWN IS VALVE INSTALLED IN OPEN POSITIONOPEN POSITION POSITION
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NOTES: 1. CONSTRUCT AIR INTAKE VALVE WITH CONCRETE ELEVATION RINGS AS MANUFACTURED CONSTRUCT AIR INTAKE VALVE WITH CONCRETE ELEVATION RINGS AS MANUFACTURED BY NANSEMOND PRE-CAST CONCRETE CO, INC. MODEL AV-ER-CH AND AV-BS. 2. JACK UP RINGS BETWEEN THE FRAME AND COVER NOT ACCEPTABLE. JACK UP RINGS BETWEEN THE FRAME AND COVER NOT ACCEPTABLE. 3. PARGE CONCRETE ELEVATION RINGS WITH GROUT INSIDE AND OUT, CONTINUE ONTO PARGE CONCRETE ELEVATION RINGS WITH GROUT INSIDE AND OUT, CONTINUE ONTO CASTING. 4. IF REDUCERS ARE REQUIRED THEY MUST BE INSTALLED ONTO SWEEPING WYE IF REDUCERS ARE REQUIRED THEY MUST BE INSTALLED ONTO SWEEPING WYE 5. SOLVENT WELD PVC COUPLING SHALL BE USED TO CONNECT SWEEPING WYE TO SOLVENT WELD PVC COUPLING SHALL BE USED TO CONNECT SWEEPING WYE TO EXISTING VACUUM MAIN 6. ACCEPTED WYES ARE 6"X6"X4", 6"X6"X2", AND 4"X4"X2" ACCEPTED WYES ARE 6"X6"X4", 6"X6"X2", AND 4"X4"X2" 7. WYE SHALL MATCH VACUUM MAIN DIAMETER WYE SHALL MATCH VACUUM MAIN DIAMETER 6. TEES WITH THE FOLLOWING DIMENSIONS CAN BE USED 6"X6"X2", AND 4"X4"X2"TEES WITH THE FOLLOWING DIMENSIONS CAN BE USED 6"X6"X2", AND 4"X4"X2"
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VACUUM MAIN
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SWEEPING WYE (SOLVENT WELD)
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SDR 21 PVC RISER PIPE
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COMPACTED VDOT 21A, 21B OR 26 STONE
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SOLVENT WELD TO NPT MALE ADAPTOR PVC. THREADS SHALL HAVE TEFLON TAPE OR PIPE DOPE
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4" PREFAB FOUNDATION CONCRETE RINGCLASS "B" CLASS "B" CONCRETE(2,500 PSI) 48" ' DIA OR 48" SQ MIN. WITH 8" CENTERED OPENING
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PREFAB CONCRETE ELEVATION RINGS
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NON SHRINK MORTAR BETWEEN RISER RINGS
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MORTAR BED
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PEA GRAVEL
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2" BRONZE PLUG WITH SQ. TOP (1-1/4")S
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SEE HRSD AIR VENT AND COVER DETAIL #354 FOR SPECIFICATIONS ON FRAME & CASTING
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2" (MIN) -6" (MAX)
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3" MINIMUM CLEARANCE
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2-1/2"
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2" BRONZE OR BRASS BALL VALVE-100% FULL OPENING 600-WOG SWP. CHROME PLATED BRONZE OR BRASS BALL, MANUFACTURED BY NIBCO MODEL #T5857066-2
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TOP OF VALVE HANDLE SHALL BE MIN 1" UNDER CASTING FRAME
