1.PRE-MOLDED PIPE SEAL CAN NOT BE CUT VERTICALLY. PRE-MOLDED PIPE SEAL CAN NOT BE CUT VERTICALLY. 2.DECK FLANGE CAN NOT BE TRIMMED. DECK FLANGE CAN NOT BE TRIMMED. 3.WHEN PRE-FABRICATED PIPE SEAL CAN NOT BE WHEN PRE-FABRICATED PIPE SEAL CAN NOT BE INSTALLED, USE FIELD FABRICATED PIPE SEAL. 4.PRE-MOLDED PIPE SEAL MUST HAVE INTACT RIB AT TOP PRE-MOLDED PIPE SEAL MUST HAVE INTACT RIB AT TOP EDGE REGARDLESS OF PIPE DIAMETER. 5.EXTEND VENT PIPE IF REQUIRED WITH A.B.S. PLASTIC PIPE.EXTEND VENT PIPE IF REQUIRED WITH A.B.S. PLASTIC PIPE.
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DRAIN BODY
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ROOF DRAIN
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STORM CONDUCTOR (SEE PLANS FOR SIZE)
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STORM CONDUCTOR INSULATION AND VAPOR BARRIER. INSULATE MINIMUM OF 5'-0" BELOW BOTTOM OF ROOF DECK
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1"
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W
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INSEAM SEALANT
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LAP SEALANT
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W = 5 IN. FOR ROOFING W = 6 IN. FOR ALL VERTICAL SURFACES UNCURED E.P.D.M. TO E.P.D.M.
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E.P.D.M. RUBBER MEMBRANE
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SPLICING CEMENT
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LAP SEALANT
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1/4" BEAD SILICONE INSEAM SEALANT CURED E.P.D.M. TO CURED E.P.D.M. FIELD SPLICES ONLY. MAINTAIN A CONTINUOUS BEAD OF SEALANT ON ALL MEMBRANE SPICES ESPECIALLY AT ALL SPLICE INTERSECTIONS.
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LAP SEALANT
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WATER CUT-OFF MASTIC
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SCREW OR RAMSET ANCHOR (STAINLESS STEEL)
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1/8" x 1" (MIN.) METAL BAR (ALUMINUM) PUNCHED 6" C/C FOR FASTENING
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BONDING ADHESIVE
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E.P.D.M. MEMBRANE OR FLASHING
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1.APPLY ON HARD SURFACE ONLY. NOT FOR USE ON WOOD. APPLY ON HARD SURFACE ONLY. NOT FOR USE ON WOOD. 2.WATER CUT-OFF MASTIC MUST BE HELD UNDER CONSTANT WATER CUT-OFF MASTIC MUST BE HELD UNDER CONSTANT COMPRESSION. 3.ALL WORK DONE BY G-M CONTRACTOR.ALL WORK DONE BY G-M CONTRACTOR.
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NOTES::
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NO SCALE
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TYPICAL LAP SPLICE DETAIL
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NO SCALE
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TYPICAL ROOF DRAIN DETAIL
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NO SCALE
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MECHANICAL TERMINATION DETAIL
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NO SCALE
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VENT PIPE FLASHING
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CLAMPING RING
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1 1/2" METAL DECK
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4" MIN. TAPERED INSULATION
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ROOF MEMBRANE
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WATER CUT OFF MASTIC
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CONCRETE WALL
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1/2" DIA. STAINLESS STEEL ADHESIVE ANCHORS, 6" MIN. EMBEDMENT
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1/2" DIA. STAINLESS STEEL BOLT (TYP.)
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3/8" DIA. HILTI ADHESIVE ANCHORS AT 1'-6" O.C., 3 1/2" MIN. EMBEDMENT
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3" x 3" x 3/8" ANGLE
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1.DEPTH OF GRATING AS SHOWN ON THE DRAWINGS, GRATING SHALL DEPTH OF GRATING AS SHOWN ON THE DRAWINGS, GRATING SHALL BE BANDED ON ALL SIDES BY THE FABRICATOR. 2.ALL GRATING MUST BE DESIGNED BY THE MANUFACTURER TO MEET ALL GRATING MUST BE DESIGNED BY THE MANUFACTURER TO MEET REQUIRED SPANS. 3.PROVIDE ALUMINUM AND FIBERGLASS REINFORCED GRATING AND PROVIDE ALUMINUM AND FIBERGLASS REINFORCED GRATING AND SUPPORTS AS NOTED ON THE PLANS, AND IN ACCORDANCE WITH THE APPLICABLE SPECIFICATION SECTIONS.
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GRATING
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GRATING
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SEE PLAN FOR SIZE OF STRUCTURAL MEMBERS
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3" x 3" x 3/8" x 3 1/2" LONG ANGLE, EACH SIDE. MATERIAL TO MATCH GRATING AND STRUCTURAL MATERIAL.
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TOP OF WALL
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MAX.
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12"
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AS REQUIRED
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STAINLESS STEEL BOLTS AS NEEDED.
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PROVIDE FRP ANGLES, SUPPORT BRACKETS WITH
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1.
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12"
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6'-0"
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TYP.
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MAXIMUM
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2'-0"
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3'-6
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SUPPORT BRACKET (TYP)
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%%UFRONT
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%%UELEVATION
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%%UELEVATION
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%%USIDE
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TOP OF WALL
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SIDE RAILS
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SIDE RAILS
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WALL
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FRP LADDER
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BASE ANCHOR (TYP.)
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BASE ANCHOR (TYP.)
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ADJUST BOTTOM OF LADDER AS NEEDED TO MATCH CONCRETE FLOOR ELEVATION
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LADDER RUNG (TYP.)
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SUPPORT BRACKET (TYP.)
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12" MAX.- (6" MIN.)
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FINISHED FLOOR
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1.REFER TO SPECIFICATIONS FOR COMPLETE REQUIREMENTS FOR FABRICATION AND INSTALLATION, INCLUDING FASTENING DEVICES. REFER TO SPECIFICATIONS FOR COMPLETE REQUIREMENTS FOR FABRICATION AND INSTALLATION, INCLUDING FASTENING DEVICES. 2.ALUMINUM SURFACES IN CONTACT WITH CONCRETE OR STEEL SHALL BE PAINTED (FOR ISOLATION). REFER TO SPECIFICATION ALUMINUM SURFACES IN CONTACT WITH CONCRETE OR STEEL SHALL BE PAINTED (FOR ISOLATION). REFER TO SPECIFICATION SECTION 09900: PAINTING, SYSTEM G. 3.PROVIDE ALUMINUM AND FIBERGLASS REINFORCED GRATING AND SUPPORTS AS NOTED ON THE PLANS, AND IN ACCORDANCE WITH PROVIDE ALUMINUM AND FIBERGLASS REINFORCED GRATING AND SUPPORTS AS NOTED ON THE PLANS, AND IN ACCORDANCE WITH THE APPLICABLE SPECIFICATION SECTIONS. 4.DESIGN AND DETAIL CONNECTIONS ACCORDING TO THE SPECIFICATION APPLICABLE TO THE MATERIAL OF EACH STRUCTURAL DESIGN AND DETAIL CONNECTIONS ACCORDING TO THE SPECIFICATION APPLICABLE TO THE MATERIAL OF EACH STRUCTURAL ELEMENT.
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NO SCALE
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TYPICAL GRATING SUPPORT DETAILS
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NO SCALE
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FIBERGLASS REINFORCED PLASTIC (FRP) WALK THROUGH LADDER DETAIL
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DETAIL - 1
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DETAIL - 3
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NOTES::
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NOTES::
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TYPICAL GRATING SUPPORT NOTES::
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NOTE::
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GRATING
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GRATING
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1 1/2"
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1 1/2"
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1 1/2"
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(2) 1/2" x 1" HORIZONTAL SLOTS
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1/2" DIA. STAINLESS STEEL ADHESIVE ANCHORS, 6" MIN. EMBEDMENT
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STRUCTURAL SUPPORT AS INDICATED ON PLANS
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FACE OF WALL
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STAINLESS STEEL BOLTS (TYP.)
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CLIP ANGLE
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STRUCTURAL MEMBER, SEE PLAN FOR SIZES. I-BEAM SHOWN FOR CLARITY
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PERPENDICULAR STRUCTURAL MEMBER, SEE PLAN FOR SIZES
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DETAIL - 2
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DETAIL - 4
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SCALE: 1" = 1'-0"
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TYPICAL ROOF SCUPPER DETAIL - 1
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PLAN
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1:1
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1:1
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1:1
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A
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G-15
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A
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G-15
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4"
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4"
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4"
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SECTION A-A - G-15
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CAST IRON ZURN Z187 6"x7" OBLIQUE SCUPPER DRAIN WITH ALUMINUM GRATE OR EQUAL
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EPDM ROOFING ON RIGID INSULATION
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NOTE:
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FLASH IN ACCORDANCE WITH EIFS ROOFING STANDARD DETAILS
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EIFS, 2" INSULATION THICKNESS
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4" DIA. PVC PIPE CONNECTION
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4" DIA. PVC VENTING BIRD SCREEN
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4" DIA. PVC 45° BEND
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2 (TWO) 3/4" "FINGER HOLES" IN STAINLESS STEEL PLATE
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SCALE: 3" = 1'-0"
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MUD VALVE CAP DETAIL
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SECTION
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GRATING
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PLAN
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CENTER OPENING IN GRATING ABOVE MUD VALVE OPERATING STEM NUT (IN CHANNEL BELOW)
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6" O.D. x 1/4" THICK STAINLESS STEEL PLATE WELDED INSIDE ALL AROUND TO 4" DIA. STAINLESS STEEL PIPE
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4" DIA. STAINLESS STEEL PIPE (6" MIN. LENGTH)
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VALVE OPERATING STEM NUT
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VALVE OPERATING STEM
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4" DIA. STAINLESS STEEL PIPE (BELOW)
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6" O.D. x 1/4" THICK STAINLESS STEEL PLATE WELDED INSIDE ALL AROUND TO 4" DIA. STAINLESS STEEL PIPE
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CENTER OPENING IN GRATING ABOVE MUD VALVE OPERATING STEM NUT (IN CHANNEL BELOW)
TEMPORARY 20" DIA. PRIMARY EFFLUENT LINE, IN PLACE DURING NEW CONSTRUCTION PRIOR TO DEMOLITION
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4" SOLID SCH. 40 PVC DRAIN
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I-17
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MH-13
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CONCRETE HEADWALL (HW-12)
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I-14
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I-15
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EXISTING PROCESS PIPING TO BE CAPPED AND ABANDONED IN PLACE (THIS AREA)
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MH-11
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12" HDPE STORM DRAIN
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MH-10
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4" SOLID SCH. 40 PVC DRAIN
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MH-7
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I-6
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MH-5
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MH-4
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I-3
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MH-2
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CONCRETE HEADWALL (HW-1)
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I-9
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24" DIA. HDPE DRAIN BASIN WITH STANDARD H-20 RATED SLOTTED GRATE
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EXISTING STORM DRAIN TO REMAIN
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R-4 RIPRAP CHANNEL LINING
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CONCRETE PAD FOR TRANSFORMER
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BOLLARDS (TYPICAL OF 14), SEE DETAIL
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REMOVABLE BOLLARDS (TYPICAL OF 6), SEE DETAIL
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MH-19
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MH-1
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MH-2
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MH-3
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MH-4
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MH-5
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INSTALL PIPE SLOPE ANCHORS AS REQUIRED
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EXISTING 2" GAS TO BE ABANDONED IN PLACE
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CONNECT TO EXISTING 2" GAS SUPPLY LINE AND INSTALL SHUTOFF VALVE AND BOX
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CONNECT TO EXISTING 2" GAS SUPPLY LINE AND INSTALL SHUTOFF VALVE AND BOX
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YARD HYDRANT
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YARD HYDRANT
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YARD HYDRANT
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YARD HYDRANT
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YARD HYDRANT
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YARD HYDRANT
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PROPOSED RETAINING WALL No. 2
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1
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1
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1
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1
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1
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BACK FLOW PREVENTER w/MANHOLE
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CONTOUR MAJOR (5') CONTOUR MINOR (1') PROPERTY LINE RIGHT OF WAY LINE MACADAM STABILIZED FENCE STREAM GAS LINE TREELINE HEDGEROW STORM SEWER SANITARY SEWER MANHOLE (SSMH) POWER POLE LIGHT POLE
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1 inch = ft.
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GRAPHIC SCALE
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20
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20
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0
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10
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20
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40
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80
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LEGEND:
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SS
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LP
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CONTOUR MAJOR (5') CONTOUR MINOR (1') PROPERTY LINE RIGHT OF WAY LINE MACADAM STABILIZED FENCE STREAM GAS LINE TREELINE HEDGEROW STORM SEWER SANITARY SEWER MANHOLE (SSMH) POWER POLE LIGHT POLE
PLOT CREATED: 1/5/2017 8:38 AM, FILE: G:\15017\TREATMENT FACILITY\100 SERIES - SITE\15017_101.dwg1/5/2017 8:38 AM, FILE: G:\15017\TREATMENT FACILITY\100 SERIES - SITE\15017_101.dwg, FILE: G:\15017\TREATMENT FACILITY\100 SERIES - SITE\15017_101.dwgG:\15017\TREATMENT FACILITY\100 SERIES - SITE\15017_101.dwg
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ENGINEER
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P
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E
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N
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N
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S
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A
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I
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N
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A
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V
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L
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Y
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O
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C
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OF
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H
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T
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L
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A
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E
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W
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N
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O
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M
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M
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No. PE081568
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PROFESSIONAL
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REGISTERED
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KENNETH WILLIAM BELDIN, JR.
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1
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ADDENDUM NO. 1
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SITE PIPING SCHEDULE
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DESCRIPTION
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SYSTEM NO.
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NOTES
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INFLUENT LINE
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8
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FORCE MAIN LINE
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10
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DI CL 52 PUSH ON JOINT (BELOW GROUND), MJ FITTINGS
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DRAIN LINES
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11
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8" REACTOR DRAIN LINE
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9
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WATERLINE
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2
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GAS LINE
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5
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REACTOR INFLUENT & REACTOR EFFLUENT
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8
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DI CL 52 PUSH ON JOINT (BELOW GROUND) FLANGED (EXPOSED) OR HDPE FUSION BONDED
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STEP FEED
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8
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DI CL 52 PUSH ON JOINT (BELOW GROUND) FLANGED (EXPOSED) OR HDPE FUSION BONDED
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CLARIFIER INFLUENT & CLARIFIER EFFLUENT
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8
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DI CL 52 PUSH ON JOINT (BELOW GROUND) FLANGED (EXPOSED) OR HDPE FUSION BONDED
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RAS LINE
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10
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CLARIFIER (SECONDARY TANKS) EFFLUENT
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10
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WAS LINE
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10
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DI CL 52 PUSH ON JOIN (BELOW GROUND), FLANGED (EXPOSED)
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STORM DRAINS
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12
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UNDERDRAIN
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13
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1/5/17
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CLEANOUT
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CO
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INDICATES ROOM AREA NO.
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200
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INDICATES GRATING SPAN DIRECTION
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1 1/2" REMOVABLE ALUMINUM GRATING
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INDICATES GRATING STRUCTURAL SUPPORT MEMBERS (SEE SCHEDULE, THIS SHEET)
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A
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A
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3" x 3" x 3/8" ALUMINUM ANGLE
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B
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1.CHAMFER ALL EXPOSED CONCRETE EDGES 3/4" UNLESS NOTED OTHERWISE. CHAMFER ALL EXPOSED CONCRETE EDGES 3/4" UNLESS NOTED OTHERWISE. 2.ALL HANDRAIL, GRATING AND GRATING FRAMING/SUPPORTS SHALL BE ALUMINUM. ALL HANDRAIL, GRATING AND GRATING FRAMING/SUPPORTS SHALL BE ALUMINUM. 3.CONTRACTOR SHALL VERIFY ALL GRATING SUPPORT DIMENSIONS IN THE FIELD. CONTRACTOR SHALL VERIFY ALL GRATING SUPPORT DIMENSIONS IN THE FIELD. 4.CONTRACTOR SHALL INSTALL ALL GRATING AND SUPPORTS, SO THAT THEY DO NOT CONTRACTOR SHALL INSTALL ALL GRATING AND SUPPORTS, SO THAT THEY DO NOT INTERFERE WITH MECHANICAL EQUIPMENT, GATES, VALVES, ETC. 5.ALL GRATING MUST BE FULLY BANDED INCLUDING FULL BANDING FOR ALL OPENINGS, ALL GRATING MUST BE FULLY BANDED INCLUDING FULL BANDING FOR ALL OPENINGS, CHASES, OFFSETS, PENETRATIONS, ETC. 6.SEE SHEET G-8 FOR TYPICAL CONNECTION DETAILS.SEE SHEET G-8 FOR TYPICAL CONNECTION DETAILS.
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3" x 3"x 3/8" ALUMINUM ANGLE. CURVED TO MATCH 5'-0" RADIUS OF PLATFORM GRATING
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FLOOR DRAIN
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FD
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GRATING STRUCTURAL SUPPORT MEMBERS SCHEDULE
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NOTES:
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LEGEND
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ELECTRICAL ROOM
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300
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HEADWORKS PROCESS AREA
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A
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A
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C
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C
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C
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A
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A
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C
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A
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A
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A
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A
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A
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B
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B
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B
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B
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C
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B
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B
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B
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A
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C
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A
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A
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A
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A
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C
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A
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A
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A
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4" DIA. MUD VALVE, CENTER IN CHANNELS
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FD
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CO
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CO
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A
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A
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A
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B
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C
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C
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A
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C
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C
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C
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C
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C
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A
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C
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C
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C
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A
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C
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C
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C6 x 2.83 ALUMINUM CHANNEL
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3
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G-8
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(TYP.)
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2
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G-8
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1
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G-8
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(TYP.)
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3
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G-8
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(TYP.)
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2
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G-8
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3
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G-8
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4
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G-8
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(TYP.)
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N
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SCALE: 1/4" = 1'-0"
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HEADWORKS GRADING PLAN
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2
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G-8
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(TYP.)
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Consulting Engineers
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FOREMAN
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3121 Fairway Drive
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DOBSON
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GWIN
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Altoona, PA 16602
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INC.
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DESCRIPTION
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CHECKED BY:
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REVISIONS
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DATE
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NO.
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SEAL
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SCALE:
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DRAWN BY:
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JOB:
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FILE:
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DATE:
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SHEET NO:
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PLOT CREATED: 1/5/2017 8:40 AM, FILE: G:\15017\TREATMENT FACILITY\300 SERIES - HEADWORKS\15017_306.dwg1/5/2017 8:40 AM, FILE: G:\15017\TREATMENT FACILITY\300 SERIES - HEADWORKS\15017_306.dwg, FILE: G:\15017\TREATMENT FACILITY\300 SERIES - HEADWORKS\15017_306.dwgG:\15017\TREATMENT FACILITY\300 SERIES - HEADWORKS\15017_306.dwg
