1-20260421 343424.006 Topton Park-Plans.pdf
PDF 5 MB Posted
- Attached to
- Pool Demolition Building and Construction
- Solicitation number
- Not on record
- Issued by
- Berks County, Troxelville CDP, Pennsylvania
About this file
Summary
This is a Demolition and Erosion Control Plan document for the Borough of Topton, Berks County, Pennsylvania, prepared by Barry Isett & Associates, Inc. The project encompasses the demolition of an existing underground pool and removal of perimeter concrete patio slabs at Topton Park, located at 100 South Callowhill Street. The work includes excavation and removal of all pool materials, backfilling with certified clean fill material, topsoil application, and permanent seeding to stabilize disturbed areas. The demolition requires implementation of comprehensive erosion and sediment control measures, including compost filter socks, rock construction entrances with wash racks, sediment traps, and site staging areas across a limit of disturbance of approximately 28,005 square feet (0.64 acres). Sealed bids are due online through the PennBid Program by 10:00 AM on Friday, May 29, 2026, with a mandatory pre-bid meeting scheduled for 10:00 AM on Friday, May 15, 2026, at the Borough offices (205 South Callowhill Street). Questions may be submitted through PennBid by 3:00 PM on Friday, May 22, 2026. The project has been issued for bidding as of April 15, 2026.
Bids must be accompanied by a bid bond equal to 10% of the total bid amount, with performance and payment bonds at 100% of the contract amount required from the successful bidder. Prevailing wage rates apply to the project. The site address for access is 100 South Callowhill Street, Topton, PA 19562, and the owner address is listed as 205 South Callowhill Street, Topton, PA 19562. The receiving waters designation is Toad Creek (High Quality Cold Water Fishery, Migratory Fish designation). The Borough of Topton reserves the right to accept or reject any or all bids and may withhold award for up to sixty days.
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Text version
Plans
SP1 SP1
SP1
SP1
Schedule Symbol
Label Quantity
Manufacturer
Catalog Number
Description
Lamp
MountingHeight Filename
Lumens Per Lamp Light Loss Factor Wattage
SL1
NLS LIGHTING
VUE-3-TT-112L-1-40K-UNV-TA-BLK-
SPORT LED FIXTURE WITH HOUSE SIDE
SHIELD
25' VUE-3-TT-112L-1-40K-
HSS.IES
36150
0.95
HSS-BS-PCR-MS-RPA5
POLE: RSAP-25-5-250-12BC-SGL-
BLK-1360-GFI-RBC
LED LUMILEDS LUXEON MX CRI 70
JOB:
343426.001
COPYRIGHT 2024
DRAWN:
SIA
SCALE:
1" = 30'
DATE:
04/16/2026
P MGR:
APPRD:
CHK:
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INC
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DISCIPLINE
ENGINEERS
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AutoCAD SHX Text 184891
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BONGO REACH
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PANEL (LW)
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RING-A-BELL
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REACH PANEL (LW)
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TOWER DB ONLY
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PLAYODYSSEY
AutoCAD SHX Text 165596
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W/8 220" STEEL
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POST @ 34" BURY
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NO POST
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NO POST
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NO POST
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NO POST
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NO POST
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NO POST
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NO POST
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NO POST
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CORKSCREW
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MATCH 4 PANEL
AutoCAD SHX Text 127678
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TOWER DB ONLY
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PLAYODYSSEY
AutoCAD SHX Text 165596
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W/8 220" STEEL
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POST @ 34" BURY
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NO POST
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NO POST
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NO POST
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NO POST
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NO POST
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NO POST
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NO POST
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NO POST
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130390 DOUBLE SWOOSH SLIDE
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MID-SUPPORT 38" BURY
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MID-SUPPORT 38" BURY
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MID-SUPPORT 38" BURY
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SUNBEAM
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CLIMBER
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MODULE
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TRANSFER
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RIGHT
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PLAY TABLE
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INDEP TIRE SWING
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W/5" ARCHES
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DB ONLY
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72" DECK
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72" DECK
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72" DECK
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72" DECK
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72" DECK
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72" DECK
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72" DECK
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72" DECK
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72" DECK
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72" DECK
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72" DECK
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50' FLOODWAY FROM TOP OF BANK
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PAVED WALKWAY
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SAND VOLLEYBALL COURT
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PAVED WALKWAY
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SAND VOLLEYBALL COURT
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PAVILION
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6' CHAIN LINK FENCE
AutoCAD SHX Text 13.75'
AutoCAD SHX Text 73.33'
AutoCAD SHX Text 13.95'
AutoCAD SHX Text 106.85'
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W. WEIS STREET (S.R. 1010)
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EXISTING BUILDING
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CONC.
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DY/4"
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CROSSWALK
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DEP. CURB
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BIT. PAVING
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8 SPACES
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3 SPACES
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4 SPACES
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PARKING SIGN
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35 MPH SIGN
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SNOW EMERGENCY ROUTE SIGN
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TRUCKS NO RIGHT TURN SIGN
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STONE/CONC. ENDWALL
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PARKING SIGN
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GRASS
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BIT. PAVING
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BIT. PAVING
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BIT. PAVING
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CONC. HEADWALL
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CONC. ENDWALL
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STONE ENDWALL
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2 FT. MARKER/ MEASURE BOARD
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ROCKS
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TOAD CREEK (HQ-CWF, MF)
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CONC. CURB
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18" PINE
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18" PINE
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18" PINE
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24" PINE
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15" PINE
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22" PINE
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EXISTING BUILDING
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BATTING CAGE
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ARBORVITAE
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U.P. MET ED 56873 43138
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NO PARKING SIGN
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PEDESTRIAN CROSSING SIGN
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35 MPH SIGN
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NO PARKING SIGN
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STOP SIGN
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DY/4"
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DY/4"
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S. CALLOWHILL STREET
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GUIDE RAIL
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TOAD CREEK (HQ-CWF, MF)
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BOROUGH POOL
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LANDS N/F BOROUGH OF TOPTON 100 S CALLOWHILL ST PIN: 546320910811
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LANDS N/F BOROUGH OF TOPTON 100 S CALLOWHILL ST PIN: 546320910811
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LANDS N/F ROBERT S & LOUISE E BLANCHARD 119 W WEISS ST PIN: 546320912547
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LANDS N/F CHRISTOPHER S SMITH 310 W WEISS ST PIN: 546320817029
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TOAD CREEK (HQ-CWF, MF)
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GRAVEL
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CONC. CURB
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22" PINE
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6" TREE
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6" TREE
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U.P. MET ED 56921 43160
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CONC. WALK
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BROKEN CONC. WALK
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CONC. CURB
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U.P. MET ED 56935 43165
AutoCAD SHX Text G.V.
AutoCAD SHX Text G.V.
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DY/4"
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DY/4"
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HENNINGSVILLE ROAD
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W. WEIS STREET (S.R. 1010)
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12" TREE
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12" TREE
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LANDSCAPING
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GRAVEL
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18" TREE CLUSTER
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18" TREE CLUSTER
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10" PINE
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8" TREE
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8" TREE
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12" TWIN TREE
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12" TWIN TREE
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15" TREE
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24" TREE
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SHED
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10" PINE
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10" PINE
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18" TREE
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18" TREE
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PROPANE TANK
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SHED
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12" PINE
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FLAGPOLE
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EXISTING BUILDING
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GAS METER
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CONC. WALK
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BRICK WALLS
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24" TREE
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12" PINE
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18" PINE
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24" TREE
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10" TREES
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18" TREE
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LANDSCAPING
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LANDSCAPING
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GUY WIRE
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8" TREE
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15" PINE
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15" PINE
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15" PINE
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PORCH
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LANDSCAPING
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15" TREE
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8" TREE
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ELEC. METER
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STONE WALL
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LANDSCAPING
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12" PINE
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12" PINE
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12" PINE
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12" PINE
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18" TREE
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DECK
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STONE STEPS
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WOOD STEPS
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LANDSCAPING
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LANDSCAPING
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10" TREE
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EXISTING BUILDING
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EXISTING BUILDING
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POOL
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POOL
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KID POOL
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PAVILION
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BIT. WALK
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CONC. WALK
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PLAY AREA
AutoCAD SHX Text E.O.P.
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CONC.
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CONC.
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DUGOUT
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DUGOUT
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EXISTING BUILDING
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BASEBALL FIELD
AutoCAD SHX Text LANDS N/F PAUL CARL & NINA BECK 208 S CHERRY ST PIN: 546320913729 INSTR. #2013035874
AutoCAD SHX Text LANDS N/F WILLIAM F. & KIMBERLY ANN GEHMAN 216 S CHERRY ST PIN: 546320913742 DBV: 3979, PG. 239
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BIT. PAVING
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BIT. PAVING
AutoCAD SHX Text E.O.P.
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CONC. CURB
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CONC. CURB
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S. CALLOWHILL STREET
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BIT. PAVING
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LANDS N/F DIANE L. SOSTAK 120 S CALLOWHILL ST PIN: 546320815852
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LANDS N/F EZIO F. & ELEANOR R. DESANTIS 126 S CALLOWHILL ST PIN: 546320815765
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LANDS N/F MABLE REEDER TRUST 132 S CALLOWHILL ST PIN: 546320815689
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LANDS N/F SCOTT A & KAREN D. YENSER 138 S CALLOWHILL ST PIN: 546320815693
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LANDS N/F MICHELE D. FRITCHMAN 208 S CALLOWHILL ST PIN: 546320816568
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LANDS N/F ROBERT A. JR. & LISA J. KRAUSE 214 S CALLOWHILL ST PIN: 546320816496
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LANDS N/F CRAIG A. & SUZANNE F. STAHLER 301 W WEISS ST PIN: 546320817337
AutoCAD SHX Text LANDS N/F RCI MASTER PARTICIPATION TRUST 229 W WEISS ST PIN: 546320818454 INSTR. #2018025132
AutoCAD SHX Text UmB
AutoCAD SHX Text MuB
AutoCAD SHX Text UmB
AutoCAD SHX Text MuB
AutoCAD SHX Text UmB
AutoCAD SHX Text UmB
AutoCAD SHX Text UmB
AutoCAD SHX Text UmB
AutoCAD SHX Text UmB
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APPROX. FEMA 100YR FLOODPLAINFEMA 100YR FLOODPLAIN
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APPROX. FEMA 100YR FEMA 100YR FLOODPLAIN
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APPROX. FEMA 100YR FLOODPLAINFEMA 100YR FLOODPLAIN
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APPROX. FEMA 100YR FLOODPLAINFEMA 100YR FLOODPLAIN
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APPROX.
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100YR FLOODPLAIN
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FEMA
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U.P. MET ED 56870 43144
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GUY WIRE
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GUY WIRE
AutoCAD SHX Text 6'x2' M INLET
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C INLET
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DOUBLE C INLET
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SAN MH
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SAN MH
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C.O.& VENT
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SAN MH
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LANDS N/F LEAH R. BAUSCH 107 W. WEISS ST. PIN: 546320913589 DBV: 2051, PG. 2241
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NORTH
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DWS
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CONC. WALK
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GRASS
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STOP SIGN
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CONC. CURB
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AS-BUILT SIDEWALK
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AS-BUILT FENCE
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AS-BUILT FENCE
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CONC. WALK
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CONC. CURB
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8"PLASTIC
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8"STEEL
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8"PLASTIC
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8"STEEL
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6"PIPE
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SAWCUT
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SAWCUT
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APPROXIMATE LOCATION OF EXISTING PLAY EQUIPMENT TO REMAIN. TYP.
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EXISTING TREE TO REMAIN, TYP.
AutoCAD SHX Text APPROX. LOCATION OF EXISTING HISTORICAL MONUMENT STRUCTURE TO BE CAREFULLY REMOVED, STORED AND REINSTALLED PER OWNERS' DIRECTION.
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APPROX. LOCATION OF EXISTING LIGHT POLE TO REMAIN. (NOT SURVEYED)
AutoCAD SHX Text EXISTING PAVILION TO REMAIN AND TO NOT DISTURB THROUGHOUT CONSTRUCTION ACTIVITY,TYP.
AutoCAD SHX Text LIMITS OF EXISTING POOL CONCRETE PATIO TO BE REMOVED, AND BACKFILL WITH CERT. CLEAN FILL, TYP.
AutoCAD SHX Text LIMITS OF EXISTING POOL CONCRETE PATIO TO BE REMOVED AND BACKFILL WITH CERT. CLEAN FILL, TYP.
AutoCAD SHX Text LIMITS OF EXISTING POOL CONCRETE PATIO TO BE REMOVED STARTING AT THE DRAINAGE JOINT, CONTRACTOR TO VERIFY IN VIELD TYP.
AutoCAD SHX Text EXISTING NEWLY INSTALLED FENCE TO REMAIN AND PROTECT DURING CONSTRUCTION ACTIVITY,TYP.
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EXISTING FENCE REMAIN THROUGHOUT CONSTRUCTION ACTIVITY,TYP.
AutoCAD SHX Text x13.0'
AutoCAD SHX Text x13.0'
AutoCAD SHX Text x10.6'
AutoCAD SHX Text x10.6'
AutoCAD SHX Text x3.75'
AutoCAD SHX Text x3.75'
AutoCAD SHX Text EXISTING POOL DEPTH RANGES 3.58FT TO MAX. DEPTH 13FT. CONTRACTOR TO VERIFY IN FIELD. TYP
AutoCAD SHX Text x 13.0' MAX. DEPTH
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NORTH
AutoCAD SHX Text FILENAME: \\biaces.com\work\Projects\2026\343426.000_Topton_Boro_Muni_Eng\_.000_Municipal_Engineer\_.001_Pool_Demo_Bidding_&_Construction_Admin_Services\WORK_PRODUCT\LAND\CAD\_Production\20260414_343424.006_Topton_Park_Pool_Demo_Base_Plan_v24.dwg - April 23, 2026 3:48 PM
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PROJECT LOCATION
AutoCAD SHX Text LOCATION MAP SCALE: 1" = 2000' SOURCE: USGS TOPOGRAPHICAL MAP TOPTON/MANATAWNY QUADRANTS
AutoCAD SHX Text 30'
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SCALE: 1"=30'
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AutoCAD SHX Text 60'
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LIMIT OF DISTURBANCE
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RCE
AutoCAD SHX Text %%uSOIL CLASSIFICATIONS
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EROSION AND SEDIMENT CONTROL MEASURES LEGEND MEASURES LEGEND
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COMPOST FILTER SOCK
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ROCK CONSTRUCTION ENTRANCE WITH WASH RACK
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MURRILL GRAVELLY LOAM, 3-8% SLOPES
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URBAN LAND-DUFFIELD COMPLEX, 0-8% SLOPES
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COMPOST FILTER SOCK
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LOCATION
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SLOPE ABOVE BARRIER
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SLOPE LENGTH
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BARRIER LENGTH
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SIZE
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CFS-1
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REFER TO PLAN
AutoCAD SHX Text 3%
AutoCAD SHX Text 272'
AutoCAD SHX Text 276'
AutoCAD SHX Text 12"
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CFS-2
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REFER TO PLAN
AutoCAD SHX Text 1%
AutoCAD SHX Text 253'
AutoCAD SHX Text 38'
AutoCAD SHX Text 12"
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STOCKPILE
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SP
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WETLAND PRESENCE/ABSENCE: NO WETLANDS WERE FOUND TO BE ON SITE.
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CHAPTER 93 STREAM CLASSIFICATION: RECEIVING WATERS - TOAD CREEK, HQ-CWF-MF
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POOL AREA TO BE REMOVED AND
AutoCAD SHX Text INTENT: DEMOLISH EXISTING BELOW GROUND POOL AND FILL WITH CERTIFIED CLEAN FILL MATERIAL.
AutoCAD SHX Text GENERAL NOTES: 1. SITE ADDRESS: 100 S CALLOWHILL ST TOPTON, PA SITE ADDRESS: 100 S CALLOWHILL ST TOPTON, PA 100 S CALLOWHILL ST TOPTON, PA 2. OWNER ADDRESS: 205 S CALLOWHILL ST TOPTON, PA OWNER ADDRESS: 205 S CALLOWHILL ST TOPTON, PA 205 S CALLOWHILL ST TOPTON, PA 3. ALL EXISTING METAL RAILS TO BE REMOVED AND STOCKPILED PER ALL EXISTING METAL RAILS TO BE REMOVED AND STOCKPILED PER OWNER'S DIRECTION. 4. ALL CONCRETE FROM THE DRAINAGE JOINT NEAREST THE EXISTING ALL CONCRETE FROM THE DRAINAGE JOINT NEAREST THE EXISTING BUILDING TO REMAIN. ALL OTHER CONCRETE TO BE REMOVED. 5. ALL APPROXIMATE LOCATIONS ON PLAN WERE NOT SURVEYED.ALL APPROXIMATE LOCATIONS ON PLAN WERE NOT SURVEYED.
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SEDIMENT TRAP
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ST
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BACKFILLED WITH CERTIFIED CLEAN FILL
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CONCRETE POOL PATIO AREAS TO BE
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REMOVED AND FILLED WITH CERT. CLEAN
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FILL
SP1 SP1
SP1
SP1
Schedule Symbol
Label Quantity
Manufacturer
Catalog Number
Description
Lamp
MountingHeight Filename
Lumens Per Lamp Light Loss Factor
Wattage
SL1
NLS LIGHTING
VUE-3-TT-112L-1-40K-UNV-TA-BLK-
SPORT LED FIXTURE WITH HOUSE SIDE
SHIELD
25' VUE-3-TT-112L-1-40K-
HSS.IES
36150
0.95
HSS-BS-PCR-MS-RPA5
POLE: RSAP-25-5-250-12BC-SGL-
BLK-1360-GFI-RBC
LED LUMILEDS LUXEON MX CRI 70
JOB:
COPYRIGHT 2024
DRAWN:
SCALE:
1" = 30'
DATE:
P MGR:
APPRD:
CHK:
KOT
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T& as so ci at es
INC
MULTI-
DISCIPLINE
ENGINEERS
AND
CONSU
LTANTS
343426.001
SIA
04/16/2026
KOT
AutoCAD SHX Text
SP #2
AutoCAD SHX Text 184891
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BONGO REACH
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PANEL (LW)
AutoCAD SHX Text 184892
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RING-A-BELL
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REACH PANEL (LW)
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TOWER DB ONLY
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PLAYODYSSEY
AutoCAD SHX Text 165596
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W/8 220" STEEL
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POST @ 34" BURY
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NO POST
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NO POST
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NO POST
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NO POST
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NO POST
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NO POST
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NO POST
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NO POST
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CORKSCREW
AutoCAD SHX Text 148432
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MATCH 4 PANEL
AutoCAD SHX Text 127678
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TOWER DB ONLY
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PLAYODYSSEY
AutoCAD SHX Text 165596
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W/8 220" STEEL
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POST @ 34" BURY
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NO POST
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NO POST
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NO POST
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NO POST
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NO POST
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NO POST
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NO POST
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NO POST
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130390 DOUBLE SWOOSH SLIDE
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MID-SUPPORT 38" BURY
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MID-SUPPORT 38" BURY
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MID-SUPPORT 38" BURY
AutoCAD SHX Text 176079
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SUNBEAM
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CLIMBER
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MODULE
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TRANSFER
AutoCAD SHX Text 152911
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RIGHT
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PLAY TABLE
AutoCAD SHX Text 120891
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INDEP TIRE SWING
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W/5" ARCHES
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DB ONLY
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72" DECK
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72" DECK
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72" DECK
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72" DECK
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72" DECK
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72" DECK
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72" DECK
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72" DECK
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72" DECK
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72" DECK
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72" DECK
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RCE
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CFS-2
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CFS-1
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ST
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50' FLOODWAY FROM TOP OF BANK
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PAVED WALKWAY
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SAND VOLLEYBALL COURT
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PAVED WALKWAY
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SAND VOLLEYBALL COURT
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PAVILION
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TEMPORARY SITE ROCK CONSTRUCTION ENTRANCE, TYP.
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6' CHAIN LINK FENCE
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STAGING
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EXISTING METAL RAILS STOCKPILE SEE GENERAL NOTE # 1
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W. WEIS STREET (S.R. 1010)
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EXISTING BUILDING
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CONC.
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DY/4"
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AutoCAD SHX Text E.O.P.
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AutoCAD SHX Text G.V.
AutoCAD SHX Text G.V.
AutoCAD SHX Text W.V.
AutoCAD SHX Text D.W.S.
AutoCAD SHX Text E.O.P.
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CROSSWALK
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DEP. CURB
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AutoCAD SHX Text W.V.
AutoCAD SHX Text U.P.
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BIT. PAVING
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AutoCAD SHX Text U.P.
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8 SPACES
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3 SPACES
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4 SPACES
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PARKING SIGN
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35 MPH SIGN
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SNOW EMERGENCY ROUTE SIGN
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TRUCKS NO RIGHT TURN SIGN
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STONE/CONC. ENDWALL
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PARKING SIGN
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GRASS
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BIT. PAVING
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BIT. PAVING
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BIT. PAVING
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CONC. HEADWALL
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CONC. ENDWALL
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STONE ENDWALL
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2 FT. MARKER/ MEASURE BOARD
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ROCKS
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TOAD CREEK (HQ-CWF, MF)
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CONC. CURB
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18" PINE
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18" PINE
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18" PINE
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24" PINE
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15" PINE
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22" PINE
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EXISTING BUILDING
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U.P. MET ED 56873 43138
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NO PARKING SIGN
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PEDESTRIAN CROSSING SIGN
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35 MPH SIGN
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NO PARKING SIGN
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STOP SIGN
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DY/4"
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DY/4"
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S. CALLOWHILL STREET
AutoCAD SHX Text E.O.P.
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GUIDE RAIL
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TOAD CREEK (HQ-CWF, MF)
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BOROUGH POOL
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LANDS N/F BOROUGH OF TOPTON 100 S CALLOWHILL ST PIN: 546320910811
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LANDS N/F BOROUGH OF TOPTON 100 S CALLOWHILL ST PIN: 546320910811
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LANDS N/F ROBERT S & LOUISE E BLANCHARD 119 W WEISS ST PIN: 546320912547
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LANDS N/F CHRISTOPHER S SMITH 310 W WEISS ST PIN: 546320817029
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TOAD CREEK (HQ-CWF, MF)
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GRAVEL
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CONC. CURB
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22" PINE
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6" TREE
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6" TREE
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U.P. MET ED 56921 43160
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CONC. WALK
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BROKEN CONC. WALK
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CONC. CURB
AutoCAD SHX Text G.V.
AutoCAD SHX Text G.V.
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DY/4"
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12" TREE
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12" TREE
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LANDSCAPING
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GRAVEL
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18" TREE CLUSTER
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18" TREE CLUSTER
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10" PINE
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8" TREE
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8" TREE
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12" TWIN TREE
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12" TWIN TREE
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15" TREE
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24" TREE
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10" PINE
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10" PINE
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PROPANE TANK
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SHED
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12" PINE
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FLAGPOLE
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EXISTING BUILDING
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GAS METER
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CONC. WALK
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BRICK WALLS
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24" TREE
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12" PINE
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18" PINE
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24" TREE
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10" TREES
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18" TREE
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LANDSCAPING
AutoCAD SHX Text W.V.
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LANDSCAPING
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8" TREE
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15" PINE
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15" PINE
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PORCH
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LANDSCAPING
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15" TREE
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8" TREE
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ELEC. METER
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STONE WALL
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LANDSCAPING
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DECK
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STONE STEPS
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WOOD STEPS
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LANDSCAPING
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LANDSCAPING
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10" TREE
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EXISTING BUILDING
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EXISTING BUILDING
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PAVILION
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BIT. WALK
AutoCAD SHX Text E.O.P.
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CONC. WALK
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PLAY AREA
AutoCAD SHX Text E.O.P.
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DUGOUT
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DUGOUT
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EXISTING BUILDING
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BASEBALL FIELD
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BIT. PAVING
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BIT. PAVING
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CONC. CURB
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CONC. CURB
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S. CALLOWHILL STREET
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BIT. PAVING
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LANDS N/F DIANE L. SOSTAK 120 S CALLOWHILL ST PIN: 546320815852
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LANDS N/F EZIO F. & ELEANOR R. DESANTIS 126 S CALLOWHILL ST PIN: 546320815765
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LANDS N/F MABLE REEDER TRUST 132 S CALLOWHILL ST PIN: 546320815689
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LANDS N/F SCOTT A & KAREN D. YENSER 138 S CALLOWHILL ST PIN: 546320815693
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LANDS N/F MICHELE D. FRITCHMAN 208 S CALLOWHILL ST PIN: 546320816568
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LANDS N/F ROBERT A. JR. & LISA J. KRAUSE 214 S CALLOWHILL ST PIN: 546320816496
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LANDS N/F CRAIG A. & SUZANNE F. STAHLER 301 W WEISS ST PIN: 546320817337
AutoCAD SHX Text LANDS N/F RCI MASTER PARTICIPATION TRUST 229 W WEISS ST PIN: 546320818454 INSTR. #2018025132
AutoCAD SHX Text UmB
AutoCAD SHX Text MuB
AutoCAD SHX Text UmB
AutoCAD SHX Text MuB
AutoCAD SHX Text UmB
AutoCAD SHX Text UmB
AutoCAD SHX Text UmB
AutoCAD SHX Text UmB
AutoCAD SHX Text
APPROX. FEMA 100YR FLOODPLAINFEMA 100YR FLOODPLAIN
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APPROX. FEMA 100YR FEMA 100YR FLOODPLAIN
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APPROX. FEMA 100YR FLOODPLAINFEMA 100YR FLOODPLAIN
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APPROX. FEMA 100YR FLOODPLAINFEMA 100YR FLOODPLAIN
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APPROX.
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100YR FLOODPLAIN
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FEMA
AutoCAD SHX Text W/4"
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AutoCAD SHX Text E.O.P.
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AutoCAD SHX Text
U.P. MET ED 56870 43144
AutoCAD SHX Text G.V.
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GUY WIRE
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GUY WIRE
AutoCAD SHX Text 6'x2' M INLET
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C INLET
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SAN MH
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SAN MH
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C.O.& VENT
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AutoCAD SHX Text MuB
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NORTH
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DWS
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CONC. WALK
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GRASS
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STOP SIGN
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CONC. CURB
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AS-BUILT SIDEWALK
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AS-BUILT FENCE
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AS-BUILT FENCE
AutoCAD SHX Text W.V.
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AutoCAD SHX Text W.V.
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CONC. WALK
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CONC. CURB
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8"PLASTIC
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8"STEEL
AutoCAD SHX Text G.V.
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8"PLASTIC
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8"STEEL
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6"PIPE
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SAWCUT
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SAWCUT
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LIMIT OF DISTURBANCE: 21,237 SF/0.49 ACRES
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EXISTING DISTURBED GRASS AREA TO BE TOPSOIL AND RESEED, TYP.
AutoCAD SHX Text 6.82'
AutoCAD SHX Text 218.02'
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EXISTING DISTURBED GRASS AREA TO BE TOPSOIL AND RESEED, TYP.
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ALTERNATE #1 PROP. LIMITS OF ALT. #1. TYP.
AutoCAD SHX Text 13.75'
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SITE STAGING AREA , TYP.
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SOIL/ MATERIAL STOCKPILE AREA, TYP.
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GRADE DISTURBED AREAS TO MACH EXISTING SURROUNDING GRADES, TYP.
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GRADE DISTURBED AREAS TO MACH EXISTING SURROUNDING GRADES, TYP.
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TS-#
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NORTH
AutoCAD SHX Text FILENAME: \\biaces.com\work\Projects\2026\343426.000_Topton_Boro_Muni_Eng\_.000_Municipal_Engineer\_.001_Pool_Demo_Bidding_&_Construction_Admin_Services\WORK_PRODUCT\LAND\CAD\_Production\20260414_343424.006_Topton_Park_Pool_Demo_Base_Plan_v24.dwg - April 23, 2026 3:48 PM
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PROJECT LOCATION
AutoCAD SHX Text LOCATION MAP SCALE: 1" = 2000' SOURCE: USGS TOPOGRAPHICAL MAP TOPTON/MANATAWNY QUADRANTS
AutoCAD SHX Text 30'
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SCALE: 1"=30'
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AutoCAD SHX Text 60'
AutoCAD SHX Text 90'
AutoCAD SHX Text %%uSOIL CLASSIFICATIONS
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EROSION AND SEDIMENT CONTROL MEASURES LEGEND MEASURES LEGEND
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COMPOST FILTER SOCK
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MURRILL GRAVELLY LOAM, 3-8% SLOPES
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URBAN LAND-DUFFIELD COMPLEX, 0-8% SLOPES
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COMPOST FILTER SOCK
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LOCATION
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SLOPE ABOVE BARRIER
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SLOPE LENGTH
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BARRIER LENGTH
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SIZE
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CFS-1
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REFER TO PLAN
AutoCAD SHX Text 3%
AutoCAD SHX Text 272'
AutoCAD SHX Text 276'
AutoCAD SHX Text 12"
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CFS-2
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REFER TO PLAN
AutoCAD SHX Text 1%
AutoCAD SHX Text 253'
AutoCAD SHX Text 38'
AutoCAD SHX Text 12"
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WETLAND PRESENCE/ABSENCE: NO WETLANDS WERE FOUND TO BE ON SITE.
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CHAPTER 93 STREAM CLASSIFICATION: RECEIVING WATERS - TOAD CREEK, HQ-CWF-MF
AutoCAD SHX Text GENERAL NOTES: 1. ALL EXISTING METAL RAILS TO BE REMOVED ALL EXISTING METAL RAILS TO BE REMOVED AND STOCKPILED PER OWNER'S DIRECTION. 2. ALL PATIO POOL CONCRETE FROM THE ALL PATIO POOL CONCRETE FROM THE DRAINAGE JOINT NEAREST THE EXISTING BUILDING TO REMAIN. ALL OTHER CONCRETE TO BE REMOVED. 3. ALL NOT SURVEYED EXISTING FEATURES ALL NOT SURVEYED EXISTING FEATURES IDENTIFIED ON THE PLANS ARE BASED ON FIELD OBSERVATIONS. 4. CONTRACTOR TO VERIFY ALL EXISTING CONTRACTOR TO VERIFY ALL EXISTING UTILITIES HAS BEEN DISCONNECTED. 5. EXISTING UTILITIES TO BE TERMINATED AND EXISTING UTILITIES TO BE TERMINATED AND CAPPED. CONTRACTOR TO NOTIFY ENGINEER SO EXISTING UTILITIES CAN BE DOCUMENTED IN THE FIELD.
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SEDIMENT TRAP
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ST
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EXISTING LAWN AREA
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PROPOSED TOPSOIL AND RESEED
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%%USITE DATA
AutoCAD SHX Text RECORD OWNER: BOROUGH OF TOPTON BOROUGH OF TOPTON OWNER ADDRESS: 205 SOUTH CALLOWHILL STREET. TOPTON, PA 19562 TOPTON, PA 19562 PHONE NO. 610-862-2541 SITE ADDRESS: 100 SOUTH CALLOWHILL STREET. 100 SOUTH CALLOWHILL STREET. TOPTON, PA 19562 TOPTON, PA 19562 STREAM DESIGNATION: HIGH QUALITY COLD WATER FISHERY (HQ-CWF-MF) STATEMENT OF PURPOSE: THE PROJECT WILL INCLUDE THE EXCAVATION AND REMOVAL OF EXISTING UNDERGROUND POOL MATERIAL ALONG WITH PERIMETER CONCRETE POOL PATIO SLAB LIMITS. TOPSOIL RAKING AND PERMANENT SEEDING PROVIDED TO STABILIZE ALL DISTURBED AREAS FROM CONSTRUCTION ACTIVITIES. ALTERNATE #1 - INSTALL APPROX. 12" DEPTH TOPSOIL, RAKE AND SEED ALONG PERIMETER PATIO CONCRETE AND POOL AREAS. NO STREAM WORK IS PERMITTED FOR THIS PROJECT.
AutoCAD SHX Text LIMIT OF DISTURBANCE AREA: 28,005 S.F. (0.64 Ac.)
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RECEIVING WATERS:
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TODD CREEK: HQ-CWF-MF
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LIMIT OF DISTURBANCE/
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TEMPORARY SITE CONSTRUCTION ROCK CONSTRUCTION ENTRANCE
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RCE
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SITE STAGING AREA
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SA
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TS-#
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TOPSOIL STOCKPILE
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SOIL BOUNDARY
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SOIL TYPE
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WITH SILT SOCK
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(ALTERNATE #1)
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RESEED LAWN AREAS
PROPOSED BACKFILL CERTIFIED CLEAN FILL
JOB:
COPYRIGHT 2024
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AutoCAD SHX Text FILENAME: \\biaces.com\work\Projects\2026\343426.000_Topton_Boro_Muni_Eng\_.000_Municipal_Engineer\_.001_Pool_Demo_Bidding_&_Construction_Admin_Services\WORK_PRODUCT\LAND\CAD\_Production\20260414_343424.006_Topton_Park_Pool_Demo_Base_Plan_v24.dwg - April 23, 2026 3:48 PM
AutoCAD SHX Text TEMPORARY & PERMANENT STABILIZATION: 1. HAY OR STRAW MULCH MUST BE APPLIED AT RATES OF 3.0 TONS PER HAY OR STRAW MULCH MUST BE APPLIED AT RATES OF 3.0 TONS PER ACRE. 2. MULCH WITH MULCH CONTROL NETTING OR EROSION CONTROL BLANKETS MULCH WITH MULCH CONTROL NETTING OR EROSION CONTROL BLANKETS MUST BE INSTALLED ON ALL SLOPES 3:1 AND STEEPER. 3. STRAW MULCH SHALL BE APPLIED IN LONG STRANDS, NOT CHOPPED OR STRAW MULCH SHALL BE APPLIED IN LONG STRANDS, NOT CHOPPED OR FINELY BROKEN. 4. OPERATOR SHALL BE RESPONSIBLE FOR CLEANING OR REPLACING SILT OPERATOR SHALL BE RESPONSIBLE FOR CLEANING OR REPLACING SILT FENCES AFTER EACH RUNOFF EVENT TO INSURE CONTINUED OPERATION. 5. STONE BASE COURSES FOR ROADWAY AND DRIVEWAYS WILL BE PLACED AS STONE BASE COURSES FOR ROADWAY AND DRIVEWAYS WILL BE PLACED AS SOON AS PRACTICAL. 6. STOCKPILES OF MULCHES SUCH AS WOOD CHIPS, CRUSHED STONE, STRAW, STOCKPILES OF MULCHES SUCH AS WOOD CHIPS, CRUSHED STONE, STRAW, AND JUTE MESH SHALL BE KEPT ON THE SITE AND BE AVAILABLE TO DEAL WITH EROSIVE CONDITIONS AS THEY ARISE. 7. ALL TEMPORARY CONTROLS ARE TO REMAIN IN PLACE DURING THE ALL TEMPORARY CONTROLS ARE TO REMAIN IN PLACE DURING THE COMPLETE CONSTRUCTION PHASE UNTIL THE SOIL HAS BEEN STABILIZED, UNLESS OTHERWISE NOTED.
AutoCAD SHX Text RECYCLING AND DISPOSAL THE OPERATOR SHALL REMOVE FROM THE SITE, RECYCLE, OR DISPOSE OF ALL BUILDING MATERIALS AND WASTES IN ACCORDANCE WITH THE DEPARTMENT'S SOLID WASTE MANAGEMENT REGULATIONS AT 25 PENNSYLVANIA CODE 260.1 ET SEQ., 271.1 ET SEQ., AND 287.1 ET SEQ. THE CONTRACTOR SHALL NOT ILLEGALLY BURY, DUMP, OR DISCHARGE ANY BUILDING MATERIAL OR WASTES AT THE SITE.”
AutoCAD SHX Text EROSION/SEDIMENT CONTROL PLAN STANDARD NOTES GENERAL NOTES 1. ONLY LIMITED DISTURBANCE WILL BE PERMITTED TO PROVIDE ACCESS TO (CONSTRUCT ONLY LIMITED DISTURBANCE WILL BE PERMITTED TO PROVIDE ACCESS TO (CONSTRUCT SEDIMENT TRAPS, DIVERSION TERRACES, ETC.) FOR GRADING AND ACQUIRING BORROW TO CONSTRUCT THOSE CONTROLS. 2. EROSION AND SEDIMENTATION CONTROLS MUST BE CONSTRUCTED, STABILIZED, AND EROSION AND SEDIMENTATION CONTROLS MUST BE CONSTRUCTED, STABILIZED, AND FUNCTIONAL BEFORE SITE DISTURBANCE WITHIN THE TRIBUTARY AREAS OF THOSE CONTROLS. 3. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AND AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AND SEDIMENTATION CONTROLS MUST BE REMOVED. AREAS DISTURBED DURING REMOVAL OF THE CONTROLS MUST BE STABILIZED IMMEDIATELY. 4. VEHICLES AND EQUIPMENT MAY NEITHER ENTER DIRECTLY TO NOR EXIT DIRECTLY FROM VEHICLES AND EQUIPMENT MAY NEITHER ENTER DIRECTLY TO NOR EXIT DIRECTLY FROM CONSTRUCTION SITE ONTO W. WEIS STREET (S.R. 1010). 5. AT THE END OF EACH WORKING DAY, ANY SEDIMENT TRACKED OR CONVEYED ONTO A AT THE END OF EACH WORKING DAY, ANY SEDIMENT TRACKED OR CONVEYED ONTO A PUBLIC ROADWAY WILL BE REMOVED AND REDEPOSITED ONTO THE CONSTRUCTION SITE. REMOVAL CAN BE COMPLETED THROUGH USE OF MECHANICAL OR HAND TOOLS, BUT MUST NEVER BE WASHED OFF THE ROAD BY USE OF WATER. 6. SEDIMENT REMOVED FROM E&SPC CONTROLS & FACILITIES SHALL BE DISPOSED OF IN SEDIMENT REMOVED FROM E&SPC CONTROLS & FACILITIES SHALL BE DISPOSED OF IN LANDSCAPED AREAS OUTSIDE OF STEEP SLOPES, WETLANDS, FLOODPLAINS OR DRAINAGE SWALES AND IMMEDIATELY STABILIZED, OR PLACED IN TOPSOIL STOCKPILES. 7. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE THROUGH A DIRT BAG FILTRATION ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE THROUGH A DIRT BAG FILTRATION DEVICE, OR EQUIVALENT SEDIMENT REMOVAL FACILITY, OVER NON-DISTURBED VEGETATED AREAS. DISCHARGE POINTS SHOULD BE ESTABLISHED TO PROVIDE FOR MAXIMUM DISTANCE TO ACTIVE WATERWAYS. 8. ALL EXCAVATION FOR UTILITY LINE INSTALLATION SHALL BE LIMITED TO THE AMOUNT ALL EXCAVATION FOR UTILITY LINE INSTALLATION SHALL BE LIMITED TO THE AMOUNT THAT CAN BE EXCAVATED, INSTALLED, BACKFILLED AND STABILIZED WITHIN ONE WORKING DAY. ALL EXCAVATED MATERIAL SHALL BE DEPOSITED ON THE UPSLOPE SIDE OF THE TRENCH. 9. SHOULD UNFORESEEN EROSIVE CONDITIONS DEVELOP DURING CONSTRUCTION, THE SHOULD UNFORESEEN EROSIVE CONDITIONS DEVELOP DURING CONSTRUCTION, THE CONTRACTOR SHALL TAKE ACTION TO REMEDY SUCH CONDITIONS AND TO PREVENT DAMAGE TO ADJACENT PROPERTIES AS A RESULT OF INCREASED RUNOFF AND/OR SEDIMENT DISPLACEMENT. STOCKPILES OF WOOD CHIPS, HAY BALES, CRUSHED STONE AND OTHER MULCHES SHALL BE HELD IN READINESS TO DEAL IMMEDIATELY WITH EMERGENCY PROBLEMS OF EROSION. 10. THE CONTRACTOR IS ADVISED TO BECOME THOROUGHLY FAMILIAR WITH THE PROVISIONS THE CONTRACTOR IS ADVISED TO BECOME THOROUGHLY FAMILIAR WITH THE PROVISIONS OF THE APPENDIX 64, EROSION CONTROL RULES AND REGULATIONS, TITLE 25, PART 1, DEPARTMENT OF ENVIRONMENTAL PROTECTION, SUBPART C, PROTECTION OF NATURAL RESOURCES, ARTICLE III, WATER RESOURCES, CHAPTER 102, EROSION CONTROL. 11. A COPY OF THIS EROSION AND SEDIMENTATION CONTROL REPORT AND PLANS MUST BE A COPY OF THIS EROSION AND SEDIMENTATION CONTROL REPORT AND PLANS MUST BE POSTED AT THE CONSTRUCTION SITE. STABILIZATION NOTES 12. STOCKPILE HEIGHTS MUST NOT EXCEED 35’. STOCKPILE SLOPES MUST BE 2:1 OR STOCKPILE HEIGHTS MUST NOT EXCEED 35’. STOCKPILE SLOPES MUST BE 2:1 OR . STOCKPILE SLOPES MUST BE 2:1 OR FLATTER. 13. UPON COMPLETION OF AN EARTH DISTURBANCE ACTIVITY OR ANY STAGE OR PHASE OF UPON COMPLETION OF AN EARTH DISTURBANCE ACTIVITY OR ANY STAGE OR PHASE OF AN ACTIVITY, THE OPERATOR SHALL STABILIZE IMMEDIATELY THE DISTURBED AREAS TO PROTECT FROM ACCELERATED EROSION. DURING NON-GERMINATING PERIODS, MULCH MUST BE APPLIED AT THE SPECIFIED RATES. DISTURBED AREAS WHICH ARE NOT AT FINISHED GRADE AND WHICH WILL BE REDISTURBED WITHIN 1 YEAR MAY BE STABILIZED IN ACCORDANCE WITH TEMPORARY SEEDING SPECIFICATIONS. DISTURBED AREAS, WHICH ARE EITHER AT FINISHED GRADE OR WILL NOT BE REDISTURBED WITHIN 1 YEAR, MUST BE STABILIZED IN ACCORDANCE WITH PERMANENT SEEDING SPECIFICATIONS. 14. DIVERSION CHANNELS, SEDIMENTATION BASINS, SEDIMENT TRAPS, AND STOCKPILES MUST DIVERSION CHANNELS, SEDIMENTATION BASINS, SEDIMENT TRAPS, AND STOCKPILES MUST BE STABILIZED IMMEDIATELY. 15. HAY OR STRAW MULCH MUST BE APPLIED AT RATES OF AT LEAST 3.0 TONS PER ACRE. HAY OR STRAW MULCH MUST BE APPLIED AT RATES OF AT LEAST 3.0 TONS PER ACRE. 16. UNTIL THE SITE HAS ACHIEVED FINAL STABILIZATION THE OWNER AND/OR CONTRACTOR UNTIL THE SITE HAS ACHIEVED FINAL STABILIZATION THE OWNER AND/OR CONTRACTOR SHALL PROPERLY IMPLEMENT, OPERATE AND MAINTAIN ALL THE BEST MANAGEMENT PRACTICES. MAINTENANCE SHALL INCLUDE INSPECTIONS OF ALL EROSION AND SEDIMENTATION CONTROL AFTER EACH RUNOFF EVENT AND ON A WEEKLY BASIS. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR, REPLACEMENT, REGRADING, RESEEDING, REMULCHING, AND RENETTING, MUST BE PERFORMED IMMEDIATELY. 17. AN AREA SHALL BE CONSIDERED TO HAVE ACHIEVED FINAL STABILIZATION WHEN IT HAS A AN AREA SHALL BE CONSIDERED TO HAVE ACHIEVED FINAL STABILIZATION WHEN IT HAS A MINIMUM OF 70% UNIFORM PERENNIAL VEGETATIVE COVER OR OTHER PERMANENT NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST ACCELERATED SURFACE EROSION AND SUBSURFACE CHARACTERISTICS SUFFICIENT TO RESIST SLIDING OR OTHER MOVEMENTS. 18. MULCH WITH MULCH CONTROL NETTING OR EROSION CONTROL BLANKETS MUST BE MULCH WITH MULCH CONTROL NETTING OR EROSION CONTROL BLANKETS MUST BE INSTALLED ON ALL SLOPES GREATER THAN 3:1. ROCK FILTER OUTLET 19. SEDIMENT MUST BE REMOVED WHEN ACCUMULATIONS REACH 1/3 THE HEIGHT OF THE SEDIMENT MUST BE REMOVED WHEN ACCUMULATIONS REACH 1/3 THE HEIGHT OF THE OUTLETS. 20. THE HEIGHT OF THE ROCK FILTER SHOULD EQUAL 5/6 THE HEIGHT OF THE STRAW BALES THE HEIGHT OF THE ROCK FILTER SHOULD EQUAL 5/6 THE HEIGHT OF THE STRAW BALES OR FILTER FABRIC. ROCK CONSTRUCTION ENTRANCE 21. ROCK CONSTRUCTION ENTRANCE THICKNESS WILL BE CONSTANTLY MAINTAINED TO THE ROCK CONSTRUCTION ENTRANCE THICKNESS WILL BE CONSTANTLY MAINTAINED TO THE SPECIFIED DIMENSIONS BY ADDING ROCK. A STOCKPILE OF ROCK MATERIAL WILL BE MAINTAINED ON THE SITE FOR THIS PURPOSE. AT THE END OF EACH CONSTRUCTION DAY, ALL SEDIMENT DEPOSITED ON PUBLIC ROADWAYS WILL BE REMOVED AND RETURNED TO THE CONSTRUCTION SITE. GENERAL CONSTRUCTION SEQUENCE NOTES 22. ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE FOLLOWING SEQUENCE. EACH STAGE SHALL BE COMPLETED IN COMPLIANCE WITH CHAPTER 102 REGULATIONS BEFORE ANY FOLLOWING STAGE IS INITIATED. CLEARING AND GRUBBING SHALL BE LIMITED ONLY TO THOSE AREAS DESCRIBED IN EACH STAGE. 23. AT LEAST 7 DAYS BEFORE STARTING ANY EARTH DISTURBANCE ACTIVITIES, THE AT LEAST 7 DAYS BEFORE STARTING ANY EARTH DISTURBANCE ACTIVITIES, THE OPERATOR SHALL INVITE ALL CONTRACTORS INVOLVED IN THOSE ACTIVITIES, THE LANDOWNER, ALL APPROPRIATE MUNICIPAL OFFICIALS, THE EROSION AND SEDIMENTATION CONTROL PLAN PREPARER, AND A REPRESENTATIVE OF THE BERKS COUNTY CONSERVATION DISTRICT TO SCHEDULE AN ON-SITE PRE-CONSTRUCTION MEETING. ALSO, AT LEAST 3 DAYS BEFORE STARTING ANY EARTH DISTURBANCE ACTIVITIES, ALL CONTRACTORS INVOLVED IN THOSE ACTIVITIES SHALL NOTIFY THE PENNSYLVANIA ONE CALL SYSTEM INC. AT 1-800-242-1776 FOR BURIED UTILITIES LOCATION. 24. BEFORE IMPLEMENTING ANY REVISIONS TO THE APPROVED EROSION AND SEDIMENT BEFORE IMPLEMENTING ANY REVISIONS TO THE APPROVED EROSION AND SEDIMENT CONTROL PLAN OR REVISIONS TO OTHER PLANS WHICH MAY AFFECT THE EFFECTIVENESS OF THE APPROVED E&S CONTROL PLAN, THE OPERATOR MUST RECEIVE APPROVAL OF THE REVISIONS FROM THE BERKS COUNTY CONSERVATION DISTRICT. 25. THE OPERATOR SHALL REMOVE FROM THE SITE, RECYCLE OR DISPOSE OF ALL BUILDING THE OPERATOR SHALL REMOVE FROM THE SITE, RECYCLE OR DISPOSE OF ALL BUILDING MATERIALS AND WASTES IN ACCORDANCE WITH THE DEPARTMENT'S SOLID WASTE MANAGEMENT REGULATIONS AT 25 PA CODE 260.1 ET SEQ., 271.1 E. SEQ. AND 287.1 ET SEQ. 26. BEFORE DISPOSING OF SOIL OR RECEIVING BORROW FOR THE SITE, THE OPERATOR MUST BEFORE DISPOSING OF SOIL OR RECEIVING BORROW FOR THE SITE, THE OPERATOR MUST ASSURE THAT EACH SPOIL OR BORROW AREA HAS AN EROSION AND SEDIMENT CONTROL PLAN APPROVED BY THE BERKS COUNTY CONSERVATION DISTRICT, AND WHICH IS BEING IMPLEMENTED AND MAINTAINED ACCORDING TO CHAPTER 102 REGULATIONS. THE OPERATOR SHALL ALSO NOTIFY THE BERKS COUNTY CONSERVATION DISTRICT IN WRITING OF ALL RECEIVING SPOIL AND BORROW AREAS WHEN THEY HAVE BEEN IDENTIFIED.
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AutoCAD SHX Text NOTES: WASH RACK SHALL BE 20 FEET (MIN.) WIDE OR TOTAL WIDTH OF ACCESS. WASH RACK SHALL BE DESIGNED AND CONSTRUCTED TO ACCOMMODATE ANTICIPATED CONSTRUCTION VEHICULAR TRAFFIC. A WATER SUPPLY SHALL BE MADE AVAILABLE TO WASH THE WHEELS OF ALL VEHICLES EXITING THE SITE. MAINTENANCE: ROCK CONSTRUCTION ENTRANCE THICKNESS SHALL BE CONSTANTLY MAINTAINED TO THE SPECIFIED DIMENSIONS BY ADDING ROCK. A STOCKPILE OF ROCK MATERIAL SHALL BE MAINTAINED ON SITE FOR THIS PURPOSE. DRAIN SPACE UNDER WASH RACK SHALL BE KEPT OPEN AT ALL TIMES. DAMAGE TO THE WASH RACK SHALL BE REPAIRED PRIOR TO FURTHER USE OF THE RACK. ALL SEDIMENT DEPOSITED ON ROADWAYS SHALL BE REMOVED AND RETURNED TO THE CONSTRUCTION SITE IMMEDIATELY. WASHING THE ROADWAY OR SWEEPING THE DEPOSITS INTO ROADWAY DITCHES, SEWERS, CULVERTS, OR OTHER DRAINAGE COURSES IS NOT ACCEPTABLE.
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AASHTO #1 ROCK (8" THICK) EXTENDING 25' MIN. ON BOTH APPROACHES TO WASH RACK
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WASH RACK
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COLLECTOR CHANNEL DISCHARGING TO SEDIMENT BASIN OR TRAP
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6' MIN.
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REINFORCED CONCRETE OR WELDED STEEL PIPE
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DRAIN SPACE
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NOT TO SCALE
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FILTER BAG
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WELL VEGETATED, GRASSY AREA
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WELL VEGETATED, GRASSY AREA
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FILTER BAG
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INTAKE HOSE
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PUMP
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DISCHARGE HOSE
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CLAMPS
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CLAMPS
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DISCHARGE HOSE
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PUMP
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INTAKE HOSE
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HEAVY DUTY LIFTING STRAPS (RECOMMENDED)
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PLAN VIEW
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ELEVATION VIEW
AutoCAD SHX Text NOTES: LOW VOLUME FILTER BAGS SHALL BE MADE FROM NON-WOVEN GEOTEXTILE MATERIAL SEWN WITH HIGH STRENGTH, DOUBLE STITCHED "J" TYPE SEAMS. THEY SHALL BE CAPABLE OF TRAPPING PARTICLES LARGER THAN 150 MICRONS. HIGH VOLUME FILTER BAGS SHALL BE MADE FROM WOVEN GEOTEXTILES THAT MEET THE FOLLOWING STANDARDS:
AutoCAD SHX Text A SUITABLE MEANS OF ACCESSING THE BAG WITH MACHINERY REQUIRED FOR DISPOSAL PURPOSES SHALL BE PROVIDED. FILTER BAGS SHALL BE REPLACED WHEN THEY BECOME 1/2 FULL OF SEDIMENT. SPARE BAGS SHALL BE KEPT AVAILABLE FOR REPLACEMENT OF THOSE THAT HAVE FAILED OR ARE FILLED. BAGS SHALL BE PLACED ON STRAPS TO FACILITATE REMOVAL UNLESS BAGS COME WITH LIFTING STRAPS ALREADY ATTACHED. BAGS SHALL BE LOCATED IN WELL-VEGETATED (GRASSY) AREA, AND DISCHARGE ONTO STABLE, EROSION RESISTANT AREAS. WHERE THIS IS NOT POSSIBLE, A GEOTEXTILE UNDERLAYMENT AND FLOW PATH SHALL BE PROVIDED. BAGS MAY BE PLACED ON FILTER STONE TO INCREASE DISCHARGE CAPACITY. BAGS SHALL NOT BE PLACED ON SLOPES GREATER THAN 5%. FOR SLOPES EXCEEDING 5%, CLEAN ROCK OR OTHER NON-ERODIBLE AND NON-POLLUTING MATERIAL MAY BE PLACED UNDER THE BAG TO REDUCE SLOPE STEEPNESS. NO DOWNSLOPE SEDIMENT BARRIER IS REQUIRED FOR MOST INSTALLATIONS. COMPOST BERM OR COMPOST FILTER SOCK SHALL BE INSTALLED BELOW BAGS LOCATED IN HQ OR EV WATERSHEDS, WITHIN 50 FEET OF ANY RECEIVING SURFACE WATER OR WHERE GRASSY AREA IS NOT AVAILABLE. THE PUMP DISCHARGE HOSE SHALL BE INSERTED INTO THE BAGS IN THE MANNER SPECIFIED BY THE MANUFACTURER AND SECURELY CLAMPED. A PIECE OF PVC PIPE IS RECOMMENDED FOR THIS PURPOSE. THE PUMPING RATE SHALL BE NO GREATER THAN 750 GPM OR 1/2 THE MAXIMUM SPECIFIED BY THE MANUFACTURER, WHICHEVER IS LESS. PUMP INTAKES SHALL BE FLOATING AND SCREENED. FILTER BAGS SHALL BE INSPECTED DAILY. IF ANY PROBLEM IS DETECTED, PUMPING SHALL CEASE IMMEDIATELY AND NOT RESUME UNTIL THE PROBLEM IS CORRECTED.
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PROPERTY
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TEST METHOD
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MINIMUM STANDARD
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AVG. WIDE WIDTH STRENGTH
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ASTM D-4884
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60 LB/IN
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GRAB TENSILE
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ASTM D-4632
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205 LB
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PUNCTURE
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ASTM D-4833
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110 LB
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MULLEN BURST
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ASTM D-3786
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350 PSI
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UV RESISTANCE
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ASTM D-4355
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AOS % RETAINED
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ASTM D-4751
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80 SIEVE
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NOT TO SCALE
AutoCAD SHX Text NOTES: SOCK FABRIC SHALL MEET STANDARDS OF TABLE 4.1 OF THE PA DEP EROSION CONTROL MANUAL. COMPOST SHALL MEET THE STANDARDS OF TABLE 4.2 OF THE PA DEP EROSION CONTROL MANUAL. COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE BARRIER SHALL BE EXTENDED AT LEAST 8 FEET UP SLOPE AT 45 DEGREES TO THE MAIN BARRIER ALIGNMENT. MAXIMUM SLOPE LENGTH ABOVE ANY BARRIER SHALL NOT EXCEED THAT SPECIFIED FOR THE SIZE OF THE SOCK AND THE SLOPE OF ITS TRIBUTARY AREA. TRAFFIC SHALL NOT BE PERMITTED TO CROSS COMPOST FILTER SOCKS. ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES 1/2 THE ABOVE GROUND HEIGHT OF THE BARRIER AND DISPOSED IN THE MANNER DESCRIBED ELSEWHERE IN THE PLAN. COMPOST FILTER SOCKS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT. DAMAGED SOCKS SHALL BE REPAIRED ACCORDING TO MANUFACTURER’S SPECIFICATIONS OR S SPECIFICATIONS OR REPLACED WITHIN 24 HOURS OF INSPECTION. BIODEGRADABLE COMPOST FILTER SOCKS SHALL BE REPLACED AFTER 6 MONTHS; PHOTODEGRADABLE SOCKS AFTER 1 YEAR. POLYPROPYLENE SOCKS SHALL BE REPLACED ACCORDING TO MANUFACTURER’S RECOMMENDATIONS. S RECOMMENDATIONS. UPON STABILIZATION OF THE AREA TRIBUTARY TO THE SOCK, STAKES SHALL BE REMOVED. THE SOCK MAY BE LEFT IN PLACE AND VEGETATED OR REMOVED. IN THE LATTER CASE, THE MESH SHALL BE CUT OPEN AND THE MULCH SPREAD AS A SOIL SUPPLEMENT.
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MATERIAL TYPE
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3 MIL HDPE
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3 MIL HDPE
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TABLE 4.2 COMPOST STANDARDS
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5 MIL HDPE
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MULT-FILAMENT POLYPROPYLENE (MFPP)
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5 MIL HDPE
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HEAVY DUTY MULT-FILAMENT POLYPROPYLENE (HDMFPP)
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MATERIAL CHARACTERISTICS
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PHOTO- DEGRADABLE
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BIO- DEGRADABLE
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PHOTO- DEGRADABLE
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PHOTO- DEGRADABLE
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PHOTO- DEGRADABLE
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SOCK DIAMETERS
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MESH OPENING
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TENSILE STRENGTH
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26 PSI
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26 PSI
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44 PSI
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202 PSI
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ULTRAVIOLET STABILITY % ORIGINAL STRENGTH (ASTM G-155)
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23% AT 1000 HR.
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23% AT 1000 HR.
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100% AT 1000 HR.
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100% AT 1000 HR.
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MINIMUM FUNCTIONAL LONGEVITY
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9 MONTHS
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6 MONTHS
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1 YEAR
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6 MONTHS
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2 YEARS
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TWO-PLY SYSTEMS
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INNER CONTAINMENT NETTING
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HDPE BIAXIAL NET
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CONTINUOUSLY WOUND
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FUSION-WELDED JUNCTURES
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3/4" X 3/4" MAX. APERTURE SIZE
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OUTER FILTRATION MESH
AutoCAD SHX Text COMPOSITE POLYPROPYLENE FABRIC (WOVEN LAYER AND NO-WOVEN FLEECE MECHANICALLY FUSED VIA NEEDLE PUNCH)
AutoCAD SHX Text SOCK FABRICS COMPOSED OF BURLAP MAY BE USED ON PROJECTS LASTING 6 MONTHS OR LESS.
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TABLE 4.1 COMPOST SOCK FABRIC MINIMUM SPECIFICATIONS
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ORGANIC MATTER CONTENT
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ORGANIC PORTION
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MOISTURE CONTENT
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PARTICLE SIZE
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SOLUBLE SALT CONCENTRATION
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25% - 100% (DRY WEIGHT BASIS)
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FIBROUS AND ELONGATED
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5.5 - 8.5
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30% - 50% PASS THROUGH 3/8" SIEVE
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5.0 dS/m (mmhos/cm) MAXIMUM
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FILTREXX & JMD
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FLOW
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FLOW
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DISTURBED AREA
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UNDISTURBED AREA
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%%USECTION
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%%UPLAN VIEW
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EXISTING CONTOURS
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COMPOST FILTER SOCK
AutoCAD SHX Text 2 IN. x 2 IN. WOODEN STAKES PLACED 10 FT ON CENTER
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DISTURBED AREA
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UNDISTURBED AREA
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AutoCAD SHX Text 2 IN. x 2 IN. WOODEN STAKES PLACED 10 FT ON CENTER
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COMPOST FILTER SOCK
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BLOWN/PLACED FILTER MEDIA
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3/16"APERTURE SIZE
AutoCAD SHX Text DETAILED CONSTRUCTION SEQUENCE: 1. INSTALL ROCK CONSTRUCTION ENTRANCE WITH WASH RACK. INSTALL ROCK CONSTRUCTION ENTRANCE WITH WASH RACK. 2. INSTALL ALL TEMPORARY CONTROL MEASURES SUCH AS COMPOST FILTER SOCK INSTALL ALL TEMPORARY CONTROL MEASURES SUCH AS COMPOST FILTER SOCK AND SEDIMENT TRAP. 3. BEGIN DEMOLITION OF POOL AREA AND SURROUNDING CONCRETE PATIO TO THE BEGIN DEMOLITION OF POOL AREA AND SURROUNDING CONCRETE PATIO TO THE EXTENTS SHOWN ON THE PLAN. 4. ADD CERTIFIED CLEAN FILL TO DEMOLISHED POOL AND CONCTRETE PATIO AREA ADD CERTIFIED CLEAN FILL TO DEMOLISHED POOL AND CONCTRETE PATIO AREA AND ROUGH GRADE SITE TO MEET EXISTING SURROUNDING GRADES. 5. FINISH GRADE AND PERMANENTLY STABILIZE THE SITE. FINISH GRADE AND PERMANENTLY STABILIZE THE SITE. 6. ALL AREAS DISTURBED BY CONSTRUCTION WILL BE TOPSOIL AND RESEED TO ALL AREAS DISTURBED BY CONSTRUCTION WILL BE TOPSOIL AND RESEED TO RESTORE PERVIOUS LANDSCAPING. 7. ALTERNATE #1 - INSTALL TOPSOIL APPROXIMATE 12" DEPTH, RAKE AND SEED ALTERNATE #1 - INSTALL TOPSOIL APPROXIMATE 12" DEPTH, RAKE AND SEED AREAS AS SHOWN ON PLAN. 8. REMOVE TEMPORARY EROSION CONTROLS UPON ACHIEVING 70% VEGETATED REMOVE TEMPORARY EROSION CONTROLS UPON ACHIEVING 70% VEGETATED GROUND COVER.
AutoCAD SHX Text MAINTENANCE PROGRAM: 1. SEEDED AREAS THAT HAVE WASHED AWAY SHALL BE FILLED AND GRADED SEEDED AREAS THAT HAVE WASHED AWAY SHALL BE FILLED AND GRADED AS NECESSARY AND THEN RE-SEEDED. A BURLAP OR STRAW COVER WILL BE APPLIED TO RETAIN THE SEED UNTIL IT HAS A CHANCE TO ROOT PROPERLY. 2. THE ABOVE PROCEDURE SHALL BE REPEATED AFTER EACH RUNOFF EVENT THE ABOVE PROCEDURE SHALL BE REPEATED AFTER EACH RUNOFF EVENT UNTIL NO MORE SIGNS OF EROSION ARE EVIDENT. AT MONTHLY INTERVALS THEREAFTER, INSPECTIONS AND NECESSARY CLEANING WILL BE DONE. 3. VEGETATION SHALL BE MOWED WHENEVER NECESSARY TO MAINTAIN A VEGETATION SHALL BE MOWED WHENEVER NECESSARY TO MAINTAIN A PLEASING APPEARANCE AND DISCOURAGE WEED GROWTH. ALL LOCAL REGULATIONS WILL BE COMPLIED WITH. 4. TRASH THAT IS REMOVED FROM ANY OF THE CONTROL DEVICES SHALL BE TRASH THAT IS REMOVED FROM ANY OF THE CONTROL DEVICES SHALL BE DISPOSED OF AT AN APPROVED MUNICIPAL DISPOSAL AREA. 5. ONCE THE SITE IS PERMANENTLY STABILIZED, THE PROPERTY OWNER WILL ONCE THE SITE IS PERMANENTLY STABILIZED, THE PROPERTY OWNER WILL PERIODICALLY CHECK THE GRADED AREAS TO OBSERVE ANY EROSION PROBLEMS THAT MAY BE DEVELOPING. ANY DAMAGED AREAS SHOULD BE REPAIRED IMMEDIATELY.
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AUGUST 15 - OCTOBER 15
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SEEDING DATES: MARCH 15 - MAY 15
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(AUGUST 16 TO NOVEMBER 1)
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(MARCH 15 TO JUNE 15)
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ANNUAL RYEGRASS
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AutoCAD SHX Text %%uSPECIES
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SPRING OATS
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WINTER RYE
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AT 1,000 LB PER ACRE.
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PERMANENT: ALL DISTURBED AREAS TO BE PREPARED AND SEEDED
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OF AGRICULTURAL LIMESTONE AND…
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