1-Ashley Legion FinalRev12.pdf
PDF 7 MB Posted
- Attached to
- Ashley American Legion
- Solicitation number
- American Legion Post 673, Luzerne County
- Issued by
- Luzerne County, Pennsylvania
About this file
This is a Final Major Land Development Plan prepared by POZ Engineering for the American Legion Post 673 located at 121 North Main Street, Ashley Borough, Luzerne County, Pennsylvania. The project involves the construction of a new 3,456 square-foot building to replace the existing American Legion facility. The proposed building will be 36 feet by 96 feet and includes parking accommodating 15 spaces (8 spaces, 2 spaces, and 5 spaces in separate areas) plus 13 existing spaces retained on the property. The site plan indicates existing conditions with stormwater and grading on sheet C-1, proposed stormwater and grading on sheet C-2, and includes details for stormwater management, sanitary infrastructure, and Highway Occupancy Permit #04073155 from PennDOT. The development schedule indicates approximately one month for site development including entrance construction at North Main Street, stormwater infrastructure installation, and sanitary line work; 180 days for building construction; 14 days for demolition of the existing building; and 14 days for site paving. Final plan approval was recommended by the Ashley Borough Planning Commission and granted by Ashley Borough Council. The existing building will remain operational until the new facility is fully functional before demolition commences.
The project includes comprehensive utility connections for gas (UGI) via 2.5-inch pipe, water (American Water of Wilkes-Barre) via 1.5-inch pipe, and sanitary sewer connection via a new 6-inch line tied into the existing 10-inch sanitary line on Frederick Court. Stormwater management incorporates five proposed inlet locations with 15-inch HDPE pipe directing drainage to Mary Street through the municipality. The site is zoned B1-R2, is not located in a flood zone or wetland area, and complies with parking requirements of one space per 200 square feet of gross floor area for nonprofit social halls and clubs. The development includes a trash enclosure with six-foot solid opaque fencing and LED lighting consisting of pole-mounted fixtures providing 12,000 lumens at 14 feet height. The property owner, American Legion Post 673, has acquired the land via deed incorporating parcels identified as PIN 19SE-15-3-D through 19SE-15-6-D with no existing or proposed easements or deed restrictions. A sanitary exception was applied and granted by the Pennsylvania Department of Environmental Protection. This is a privately funded project requiring bonding and contract award documents.
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Text version
POZ ENGINEERING
P.O. BOX 663,
PITTSTON, PA 18640
570-654-0113
PROFESSIONAL
L
Emanuel T Posluszny, P.E.
ENGINEER
No. PE074947
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08/2/2026
20260763187
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AutoCAD SHX Text Project Name and Address
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AMERICAN LEGION POST 673
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ASHLEY BOROUGH
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LUZERNE COUNTY, PA
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AMERICAN LEGION
AutoCAD SHX Text 5/11/2026
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COVER
AutoCAD SHX Text FINAL MAJOR LAND DEVELOPMENT PLANS AMERICAN LEGION ASHLEY POST 673 121 NORTH MAIN STREET ASHLEY, LUZERNE COUNTY, PA
AutoCAD SHX Text INDEX: SUR1 - SURVEY Final Sub-Division Plan C1 - EXISTING STORMWATER AND GRADING C2 - PROPOSED STORMWATER AND GRADING C3 - STORMWATER & SANITARY DETAILS C4 - DETAILS: STORMWATER AND LIGHTING C5 - HOP APPLICATION PLAN C6 - HOP DETAILS A-1.0 -BASEMENT LAYOUT A-1.1 FIRST FLOOR LAYOUT
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WILKES-BARRE QUADRANGLE TOPOGRAPHIC MAP
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FINAL PLAN APPROVAL RECOMMENDED BY ASHLEY BOROUGH
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PLANNING COMMISSION ON
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SECRETARY
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CHAIRMAN
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%%ULUZERNE COUNTY REVIEW:
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FINAL PLAN APPROVAL GRANTED BY ASHLEY BOROUGH COUNCIL
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ON
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SECRETARY
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CHAIRMAN
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AutoCAD SHX Text I hereby certify that , to the best of my knowledge, the plans shown and described hereon are true and correct to the accuracy required by Ashley Borough Ordnance and conforms to the provisions of the Subdivision and Land Development Ordnance (SALDO 405.4).
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AutoCAD SHX Text 3/23/26
AutoCAD SHX Text Property owner is American Legion Post 673 One deed at 121 North Main Street incorporating PIN: 19SE-15-3-D through 19SE15-6-D There are no existing or proposed easements or deed restriction.
AutoCAD SHX Text Signature of affiant
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THIS %%U %%U DAY OF %%U %%U, %%U %%U
AutoCAD SHX Text Subscribed and sworn to before me
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AutoCAD SHX Text Notary Public
AutoCAD SHX Text BEFORE ME, THE UNDERSIGNED NOTARY PUBLIC, PERSONALLY APPEARED WHO, BEING SWORN ACCORDING TO LAW, DEPOSES AND STATES THAT THEY HAVE LEGAL OR EQUITABLE TITLE TO THE SUBJECT LANDS, AND FURTHER DESIRE TO HAVE THE SUBDIVISION PLAN, AS DEPICTED HEREON, RECORDED ACCORDING TO LAW.
AutoCAD SHX Text COUNTY OF %%U %%U, COMMONWEALTH OF PENNSYLVANIA: ss
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%%UOWNER'S STATEMENT - AFFIDAVIT
AutoCAD SHX Text Narrative: This plan outlines the construction of a new American Legion Building next to the existing American Legion Building that will be demolished after the new building is fully operational.
AutoCAD SHX Text Borough Manager Sam Guesto, on this date ______________________________________ Date ________________________________________ Signature has reviewed and hereby certify the SWM Site Plan meets all design standards and criteria of the Municipal Ordnance No. 3 of 2022.
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AutoCAD SHX Text 5/11/26
FH
P.O. BOX 663,
PITTSTON, PA 18640
570-654-0113
Feet 0 20 40
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PROFESSIONAL
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Emanuel T Posluszny, P.E.
ENGINEER
No. PE074947
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08/28/2026
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9 PARKING SPACES
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MARK A. & JOANNE GILLEN BK 2541 PG 472 SECOND THEREOF I9SE4 015 001
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MARK A. & JOANNE GILLEN BK 2541 PG 472 FIRST THEREOF I9SE4 015 001
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NORTH MAIN STREET
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MARY STREET
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FREDERICK COURT
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TO MANHATTAN STREET
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CONC WALK
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SET 1/2" REBAR CORNER
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SET DRILL HOLE CORNER
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SET MAG NAIL CORNER
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SET MAG NAIL CORNER
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FOUND 5/8" REBAR CORNER
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SET 1/2" REBAR CORNER
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SHELBY W. YEAGER BK 3003 PG 319064 I9SE4 015 017
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GEORGE A. & ROSE MARY STRISH BK 2003 PG 259 I9SE4 015 016
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JOHN J. MERGO, JR & SUSAN L. MERGO BK 2087 PG 505 I9SE4 015 012
AutoCAD SHX Text GEORGE STRISH, JR. & DEBORAH STRISH KATRA BK 3003 PG 224452 PARCEL NO. 1 I9SE4 015 007
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ASPHALT PARKING (53'X60')
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BERNARD & MARYKATHRYN GAVLICK BK 3012 PG 38566 I9SE4 015 03A
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SET RR SPIKE CORNER
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SET " REBAR 12" REBAR CORNER
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SET DRILL HOLE CORNER
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ASPHALT PARKING (48'X137')
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EX.DRIVE
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EX. DRIVE
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EDGE OF EX. PAVE
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4 EX. SPACES 9' X 20'
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9 EX. SPACES 9' X 18'
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NO PARKING
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4 EX. SPACES 9' X 18'
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2 EX. SPACES 9' X 20'
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#121 EXISTING
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#123 EXISTING
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GARAGE EXISTING
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42' CONC BARRIER (4' HIGH)
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42' CONC BARRIER (4' HIGH)
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GRAVEL
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ASPHALT PARKING FOR FUNERAL HOME
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MARK & DAWN BAIAMONTE BK 2509 PG 588 I9SE4 015 015
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EDGE OF PAVE
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INLET GRATE=598.36 15"(E)INV=595.52 12"(NW)INV=595.38
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INLET GRATE=599.99 12"(NE)INV=597.64 15"(SW)INV=597.47
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INLET GRATE=600.17 12"(SW)INV=598.10
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INLET GRATE=606.40 15"(E)INV=602.26 15"(S)INV=602.44
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AutoCAD SHX Text INLET GRATE=607.31 15"(N)INV=603.83 8"(E)INV=604.34 15"(S)INV=603.83 8"(W)INV=604.41
AutoCAD SHX Text INLET GRATE=607.59 6"(N)INV=605.66 6"(E)INV=605.66 15"(S)INV=605.43 6"(W)INV=605.48
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CONYNGHAM STREET
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AutoCAD SHX Text 604'
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AMERICAN LEGION POST 673
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EXISTING
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ASHLEY BOROUGH
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LUZERNE COUNTY, PA
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AMERICAN LEGION
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AS INDICATED
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AutoCAD SHX Text NOTES; 1. Existing site grade showing Existing site grade showing contours, property layouts and stormwater inlets. 2. Survey done by others. Survey done by others. 3. Buildings to be demolished after Buildings to be demolished after New Building is fully operational. 4. There are no existing or There are no existing or proposed easements/deed restrictions other than coal/mineral rights. 5. Sanitary pipe was videoed by Sanitary pipe was videoed by Draintech Inc. 6. Demolition of existing buildings Demolition of existing buildings will consist of 6.1. notifying utilities to notifying utilities to disconnect service 6.2. capping or removal of capping or removal of sanitary line to the "T" coupling at the Gavlick connection. 6.3. Inspect the building for LBP Inspect the building for LBP and Ab. 6.4. Separate demolished material Separate demolished material for waste disposal. 6.5. Backfill and compact backfill Backfill and compact backfill material (ASHTO #57) from the demolition. 7. Exisitng utilities; Exisitng utilities; 7.1. PP&L electric PP&L electric 7.2. WVSA (Wyoming Valley WVSA (Wyoming Valley Sanitary Authority 7.3. UGI gas UGI gas 7.4. American WaterAmerican Water
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ONE-INCH
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CONCRETE INLET
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LEGEND:
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HANDICAP PARKING
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GAS
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SANITARY MANHOLE
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TRAFFIC FLOW
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WATER
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UTILITY POLE
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ZONING
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12" FILTER SOCK
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OHW
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OVERHEAD WIRE
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FIRE HYDRANT
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%%UEXISTING CONDITIONS
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9'
P.O. BOX 663,
PITTSTON, PA 18640
570-654-0113
Feet 0 20 40
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FH
PROFESSIONAL
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Emanuel T Posluszny, P.E.
ENGINEER
No. PE074947
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08/31/2026
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AutoCAD SHX Text 43.66'
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AutoCAD SHX Text N 46%%d34'05" W 69.53'
AutoCAD SHX Text N 71%%d44'57" W 73.13'
AutoCAD SHX Text S 20%%d05'33" W 85.87'
AutoCAD SHX Text S 47%%d20'00" E 110.66'
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AutoCAD SHX Text S 47%%d20' E 49.64'
AutoCAD SHX Text S 20%%d30'21" W 106.35'
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36' X 91' = 3,276 SF
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8 PARKING SPACES
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2 PARKING
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SPACES
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5 PARKING SPACES
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CONYNGHAM STREET
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MARK A. & JOANNE GILLEN BK 2541 PG 472 SECOND THEREOF I9SE4 015 001
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MARK A. & JOANNE GILLEN BK 2541 PG 472 FIRST THEREOF I9SE4 015 001
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NORTH MAIN STREET
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MARY STREET
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FREDERICK COURT
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TO MANHATTAN STREET
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GUIDE RAIL
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VINYL FENCE
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STONE CURB
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STONE CURB
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STONE CURB
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STONE CURB
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CONC WALK
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CONC WALK
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SET 1/2" REBAR CORNER
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SET DRILL HOLE CORNER
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SET MAG NAIL CORNER
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SET MAG NAIL CORNER
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FOUND 5/8" REBAR CORNER
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SET 1/2" REBAR CORNER
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SHELBY W. YEAGER BK 3003 PG 319064 I9SE4 015 017
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GEORGE A. & ROSE MARY STRISH BK 2003 PG 259 I9SE4 015 016
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JOHN J. MERGO, JR & SUSAN L. MERGO BK 2087 PG 505 I9SE4 015 012
AutoCAD SHX Text GEORGE STRISH, JR. & DEBORAH STRISH KATRA BK 3003 PG 224452 PARCEL NO. 1 I9SE4 015 007
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BERNARD & MARYKATHRYN GAVLICK BK 3012 PG 38566 I9SE4 015 03A
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SET RR SPIKE CORNER
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SET " REBAR 12" REBAR CORNER
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SET " REBAR 12" REBAR CORNER
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SET " REBAR 12" REBAR CORNER
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SET DRILL HOLE CORNER
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EX.DRIVE
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PPL 50955 N38838
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GV
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WV
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POLE
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POLE
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OHW
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POLE
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PPL 50948 N38854
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PPL 50944 N38840
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4 EX. SPACES 9' X 20'
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9 EX. SPACES 9' X 18'
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NO PARKING
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ASPHALT PARKING FOR FUNERAL HOME
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ASPHALT PARKING FOR FUNERAL HOME
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EX. VINYL FENCE (6'HIGH)
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MARK & DAWN BAIAMONTE BK 2509 PG 588 I9SE4 015 015
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CONC CURB
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INLET GRATE=598.36 15"(E)INV=595.52 12"(NW)INV=595.38
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INLET GRATE=599.99 12"(NE)INV=597.64 15"(SW)INV=597.47
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INLET GRATE=600.17 12"(SW)INV=598.10
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INLET GRATE=606.40 15"(E)INV=602.26 15"(S)INV=602.44
AutoCAD SHX Text INLET GRATE=606.90 15"(N)INV=602.34 8"(E)INV=602.34 8"(S)INV=602.26 15"(W)INV=601.77
AutoCAD SHX Text INLET GRATE=607.31 15"(N)INV=603.83 8"(E)INV=604.34 15"(S)INV=603.83 8"(W)INV=604.41
AutoCAD SHX Text INLET GRATE=607.59 6"(N)INV=605.66 6"(E)INV=605.66 15"(S)INV=605.43 6"(W)INV=605.48
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PROPOSED INLET GRATE=599.18 15" INV=596.49
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PROPOSED INLET GRATE=601 15" INV=598.0
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PROPOSED INLET GRATE=607.50 15" INV=601.0
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9 PARKING SPACES (EXISTING)
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PROPOSED INLET GRATE=604.3 15" INV=600.0
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PROPOSED INLET GRATE=601 15" INV=599.5
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4 PARKING SPACES (EXISTING)
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SETBACK - 71'
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NO PARKING
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TELEPHONE LINE
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WATER LINE 6"
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WATER LINE 10"
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AMERICAN LEGION POST 673
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STORMWATER MANAGEMENT PLAN
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ASHLEY BOROUGH
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LUZERNE COUNTY, PA
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AMERICAN LEGION
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AS SHOWN
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ONE-INCH
AutoCAD SHX Text NOTES: 1. 6" rain pipe shall be Schedule 6" rain pipe shall be Schedule 40 PVC placed underground and tapped into the inlet. 2. SR 2010 is crowned. Water from SR 2010 is crowned. Water from the east flows to inlet on east side and water from the west flows along curb to St. Mary's Street as indicated in the drawing. 3. Final grading is as indicated Final grading is as indicated minus 8.5 inches for pavement C . 45 . 4. Saw-cut along asphalt route Saw-cut along asphalt route and install 15-inch pipe as per C . Installation of pipe and 43 . Installation of pipe and backfill shall be immediate and not during rainfall event. Restore asphalt according to C . 45. 5. See Note 2 C4 for inlet See Note 2 C4 for inlet protection during construction. 6. Parking reqirements per ZO 1018 Parking reqirements per ZO 1018 - Nonprofit Social Halls and Clubs - 1 space per 200 ft² of of gross floor area. 3456 ft² / / 200 ft²= 18 spaces min. Each = 18 spaces min. Each space is 9' by 18'. 7. Owner shall operate and Owner shall operate and maintain storm water inlets, pipes and other BMP's as per Section 502 of the Luzerne County Storm Water Ordinance. 8. Site is not located in a flood Site is not located in a flood zone or wetland area. 9. Saw-cut along asphalt route Saw-cut along asphalt route and install 6-inch PVC Schedule 40 pipe. Connection to main shall be through a "Y" coupling to 10" sanitary line on Frederick Court. Route assumes flow to Mary St. via Municipality. 10. Trash enclosure with solid Trash enclosure with solid opaque fencing not less than six feet in height. 11. Proposed utility connection will Proposed utility connection will be positioned by utility and municipality. Utility HOP will be secured through each utility company. See Utility Schedule. 12. Outside lighting shall consist of Outside lighting shall consist of a pole mounted LED shoebox fixture providing 12,000 lumens at a height of 14 feet (4.26m) C . 46. 13. Sanitary exception applied and Sanitary exception applied and granted by PA DEP. 14. Retaining Wall top at 608'Retaining Wall top at 608'
AutoCAD SHX Text saw-cut for 15" pipe Note 4
AutoCAD SHX Text C C 42 C 43
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CONCRETE INLET
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LEGEND:
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HANDICAP PARKING
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GAS
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SANITARY MANHOLE
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TRAFFIC FLOW
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WATER
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UTILITY POLE
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ZONING
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AutoCAD SHX Text 3/23/26
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12" FILTER SOCK
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OHW
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OVERHEAD WIRE
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FIRE HYDRANT
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AutoCAD SHX Text See Note 6
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SECTION 504 REGULATIONS
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AutoCAD SHX Text PennDOT Highway Occupancy Permit #04073155
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%%UPROPOSED SITE PLAN
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TIME SCHEDULE
AutoCAD SHX Text 6" pipe marked
AutoCAD SHX Text Approximate location of 10-inch sanitary line 4'1" in depth
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AutoCAD SHX Text Schedule: 1. Site Development ~ 1 month Site Development ~ 1 month (30 days) to include: 1.1. Entrance at North Main Entrance at North Main Street 1.2. Stormwater Stormwater infrastructure 1.3. Sanitary line Sanitary line 1.4. Patching disturbed Patching disturbed asphalt 2. Building ~ 180 days Building ~ 180 days 3. Demolition of existing building Demolition of existing building ~ 14 days. 4. Paving the site ~ 14 days. Paving the site ~ 14 days.
AutoCAD SHX Text Municipal
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AutoCAD SHX Text 4/15/26
AutoCAD SHX Text See Note 10
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TELEPHONE LINE
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AutoCAD SHX Text Utility Schedule: 1. GAS (UGI) will be connected to the GAS (UGI) will be connected to the proposed building by a 2.5-inch pipe (see note 11). Pipe material will be furnished to a meter and determined by the utility. 2. WATER (American Water of Wilkes-Barre) WATER (American Water of Wilkes-Barre) will be connected to the proposed building by a 1.5-inch pipe (see note 11). Pipe material will be furnished to a meter and determined by the utility.
AutoCAD SHX Text PROPOSED SANITARY LINE (see Note 13)
AutoCAD SHX Text 9'
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WATER LINE
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GAS LINE
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GAS METER
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WATER METER
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TELEPHONE
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Note 14
PITTSTON, PA 18640
570-654-0113
Feet 0 10 20
PROFESSIONAL
L
Emanuel T Posluszny, P.E.
ENGINEER
No. PE074947
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AutoCAD SHX Text 602'
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AutoCAD SHX Text 598'
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AutoCAD SHX Text 143' 10"
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AutoCAD SHX Text No.
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AMERICAN LEGION POST 673
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STORMWATER INLET DETAILS
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ASHLEY BOROUGH
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LUZERNE COUNTY, PA
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AMERICAN LEGION
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SECTION A-A
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SECTION B-B
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DETAIL 1
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DETAIL 2
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PLAN VIEW - TYPE M
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FINISHED GRADE
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DETAIL E
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TYP.
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DETAIL D
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TYP.
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SEE DETAIL D
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C TO C
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SEE DETAIL E
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BAR AND ROD SPACER DETAIL
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TRANSVERSE ROD
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SEE DETAIL 3 ON SHEET 3
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SEE DETAIL 1 (TYP.)
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SEE DETAIL 1 (TYP.)
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TYP.
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TYP.
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BEARING BAR
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STRUCTURAL STEEL GRATE
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BICYCLE SAFE
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SECTION D-D
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BEARING BAR
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PERIMETER BAR
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BEARING BAR
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SECTION C-C
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TOP OF GRATE
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TOP OF GRATE
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2 SPA. @ 18" (CENTERED)
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AutoCAD SHX Text 48 1/4"
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22" MIN. LAP LENGTH (TYP)
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AutoCAD SHX Text 57 1/4"
AutoCAD SHX Text 4 1/2"
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#4 BARS (TYP)
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1 SPA. @ 16" (CENTERED)
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3/8" STUDS OR#3 BENT BAR ANCHORS (TYP.)
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AutoCAD SHX Text ANGLE L1 3/4x1 x 1/434 x 1/4
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#3 @ 9" (TYP.)
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CLEAR (TYP.) PRECAST = 1 1/2"
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3" MAX.
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#4 BARS
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3" MAX.
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#4 BARS
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CLEAR (TYP.) PRECAST = 1 1/2"
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#3 @ 9" (TYP.)
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AutoCAD SHX Text 3/4"x 2 1/2" PERIMETER BAR, 4 REQ'D.
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1 5/8"CLR. (TYP. EXCEPT AT ENDS)
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3/4" (TYP.)
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3/4" (TYP.)
AutoCAD SHX Text 22 BEARING BARS AT 2" C TO C TYP. 3/8"x3 1/2"x 25" BAR (SEE SECTION D-D)
AutoCAD SHX Text 6 TRANSVERSE RODS AT 3 5/8" C TO C TYP 3/8" x 46 1/4" ROD
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3 1/4" CLR.
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3/4" PERIMETER BAR
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3/4" PERIMETER BAR
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3/4" PERIMETER BAR
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3/4" PERIMETER BAR
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1/4" MIN.
AutoCAD SHX Text 3/4"x 2 1/2" PERIMETER BAR
AutoCAD SHX Text TRANSVERSE ROD 3/8" x 46 1/4"
AutoCAD SHX Text 3/8"x 3 1/2"x 25" BEARING BAR
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1/4" MIN.
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1/4" MIN.
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AutoCAD SHX Text 21/2"
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2" C TO C
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1 5/8" CLR. TYP. EXCEPT AT ENDS
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11 5/16" CLR. (AT ENDS)
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11 5/16" CLR. AT ENDS
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SEE TYPICAL CORNER DETAILS ON SHEET 9
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FOR SLOT FABRICATION SEE NOTE 9 ON SHEET 9
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SEE DETAIL C AND NOTE 6 ON SHEET 9
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1'-0" MIN. (TYP.)
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COMPACTED NO. 2A COARSE AGGREGATE 1'-0" MIN. THICKNESS
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1. DESIGN SPECIFICATIONS AND REQUIREMENTS: AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS AND AS SUPPLEMENTED BY THE DESIGN MANUAL, PART 4, STRUCTURES. DESIGN IS IN ACCORDANCE WITH THE LOAD AND RESISTANCE FACTOR DESIGN METHOD (LRFD). INLET BOXES ARE DESIGNED FOR AN ALLOWABLE FOUNDATION PRESSURE EQUAL TO 2.0 TONS/SQ. FT. AT THE SERVICE LIMIT STATE. 2. CONSTRUCTION SPECIFICATIONS: PROVIDE MATERIALS AND PERFORM WORK IN ACCORDANCE WITH THE CURRENT VERSION OF THE PENNSYLVANIA DEPARTMENT OF TRANSPORTATION PUBLICATION 408 AND THE CONTRACT SPECIAL PROVISIONS. 3. THE SELECTION OF COMPONENTS TO ACHIEVE A SPECIFIED INLET ASSEMBLY IS THE CONTRACTOR'S RESPONSIBILITY, UNLESS OTHERWISE INDICATED ON THE CONTRACT DOCUMENTS. 4. THE SIZE OF THE INLET TOP UNITS, PER RC-45M, ARE BASED ON THE MINIMUM DIMENSIONS INDICATED FOR THE STANDARD INLET BOX. 5. MINIMUM PIPE DIAMETERS [INSIDE]: FILL HEIGHT LESS THAN OR EQUAL TO 25': 18" FOR CIRCULAR PIPE (OR EQUIVALENT SIZE PIPE ARCH) FILL HEIGHTS GREATER THAN 25': 24" 6. INSIDE INLET BOX DIMENSIONS ARE BASED ON PROVIDING A PIPE OPENING TO ACCOMMODATE A MINIMUM 18" PIPE
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TYPE M FRAME (CAST IRON SHOWN)
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GRATE (STRUCTURAL STEEL SHOWN)
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INLET BOX
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INLET BOX
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CONCRETE TOP UNIT - TYPE M
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INLET BOX WITH TYPE M FRAME
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GRADE ADJUSTMENT RING, SEE NOTE 4.
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GRADE ADJUSTMENT RING, SEE NOTE 4.
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INLET BOX SUBBASE PREPARATION DETAIL
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GENERAL NOTES:
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TYPE M CONCRETE TOP UNIT
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INLET BOX
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6" MIN. TYP.
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PIPE OPENING (OUTSIDE DIAMETER) INSIDE FACE = 25" MAX. OUTSIDE FACE = 26" MAX.
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AutoCAD SHX Text PIPE OPENING (OUTSIDE DIAMETER) INSIDE FACE = 46 1/4" MAX. OUTSIDE FACE = 47 1/4" MAX.
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STANDARD BOX
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1. Profile of Sanitary Line
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Owner shall operate and maintain storm water inlets, pipes and other BMP's as per Section 502 of the Luzerne County Storm Water Ordinance. Stormwater Inlets: Inspect stormwater inlets monthly and after each significant rainfall event. Remove all sediment build-up in the stormwater inlets when sediment depth reaches six (6) inches or greater. Repire or replace stormwater inlet components (box, top unity, grate, etc.) immediately as needed. Stormwater Pipes: Inspect stormwater pipes annually to ensure no blockages have occurred. Repair and replace any broken or structurally compromised pipes immediately. Flush any sediment from stormwater pipes when sediment depth reaches three (3) inches or greater.Sediment removed from the pipes shall be disposed of in accordance with PA Code, Title 25, Chapter 102.
PITTSTON, PA 18640
570-654-0113
DETAILS
1- PennDOT Type M Inlet
Standard Specification for 300 mm to 1500 mm [12 in. to 60 in.] Annular Corrugated Profile-Wall Polyethylene (PE) Pipe and Fittings for Non-Pressure Gravity-Flow Storm Sewer and Subsurface Drainage Applications
The pipe and blow-molded fittings shall be made of virgin PE plastic compound having a cell classification 435400C or 435400 and its carbon black content shall not exceed 4 %.
Compounds used in the manufacture of rotationally molded fittings and couplings shall be virgin PE having a cell classification of 213320C or 213320E and its carbon black content shall not exceed 4%. On the other hand, compounds used in the manufacture of injection molded fittings and couplings shall be made of virgin PE plastic compound having a cell classification 414420C or 414420E and its carbon black content shall not exceed 4 %.
Different tests and measurements shall be performed in order to determine the following properties of pipes: inside diameter, length, minimum inner-liner thickness, perforations, stiffness, flattening, and impact resistance. The pipe and fittings shall be homogeneous throughout and be as uniform as commercially practical in color, opacity, and density. The pipe walls shall be free of cracks, holes, blisters, voids, foreign inclusions, or other defects that are visible to the naked eye and that may affect the wall integrity. The ends shall be cut cleanly and squarely. The pipe used for this project in 18-inch Norminal and as specified in the table below.
Dual-Wall (Type S) Bell and Spigot Style Specification Chart
2-HDPE PIPE
Connecting a new inlet to an existing 15" HDPE (high-density polyethylene) pipe can be achieved through Saddle Fusion: This involves fusing a saddle-type fitting onto the existing pipe, and then connecting the new inlet to the saddle fitting. Saddle fusion is similar to socket fusion but uses a specialized saddle fusion machine to heat both the pipe and the fitting for a secure connection. Upon excavation for installation of the Inlet, contractor shall follow C3 and C4
1 for installation and connection details.
Important considerations
· Pipe compatibility: Ensure the fitting is compatible with the existing HDPE pipe and the material of the new inlet.
· Installation expertise: Proper installation techniques are crucial for creating a secure and reliable connection. Consider hiring or consulting with professionals experienced in working with HDPE pipe and the chosen tie-in method.
· Manufacturer guidelines: Always follow the manufacturer's specific instructions for the chosen fitting and installation method to ensure the integrity of the connection.
3- 15" HDPE pipe
4 - E&S CONTROL
1-1/2 INCH WEARING
ASPHALT WEARING COURSE 3-INCH BINDER
ASPHALT BINDER COURSE
4" THICK SUB-BASE
AASHTO NO. 57 STONE
SUBGRADE
PENNDOT APPROVED DESIGN MIX
PENNDOT APPROVED DESIGN MIX
6 - LIGHTING CONTROL
PROFESSIONAL
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Emanuel T Posluszny, P.E.
ENGINEER
No. PE074947
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AMERICAN LEGION POST 673
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ADDITIIONAL INLET DETAILS
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ASHLEY BOROUGH
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LUZERNE COUNTY, PA
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AMERICAN LEGION
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GENERAL NOTES:
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GENERAL GRATE NOTES:
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CONCRETE TOP UNIT NOTES:
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PLACEMENT NOTES:
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1. DESIGN SPECIFICATIONS: AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS AND AS SUPPLEMENTED BY THE DESIGN MANUAL, PART 4, STRUCTURES. DESIGN IS IN ACCORDANCE WITH THE LOAD AND RESISTANCE FACTOR DESIGN METHOD (LRFD). 2. CONSTRUCTION SPECIFICATIONS: PROVIDE MATERIALS AND PERFORM WORK IN ACCORDANCE WITH THE CURRENT VERSION OF THE PENNSYLVANIA DEPARTMENT OF TRANSPORTATION PUBLICATION 408, AASHTO/AWS BRIDGE WELDING CODE AND THE CONTRACT SPECIAL PROVISIONS. 3. SHOP DRAWINGS FOR INLET TOPS, GRATES, FRAMES, AND GRADE ADJUSTMENT RINGS ARE NOT REQUIRED IF THE ITEM IS CONSTRUCTED/FABRICATED IN ACCORDANCE WITH THIS STANDARD. 4. IF A REQUIRED DETAIL IS NOT FOUND IN THIS STANDARD OR ON THE CONTRACT DRAWINGS A SPECIAL SUBMISSION REQUESTING ACCEPTANCE FOR SPECIFIC DETAILS MUST BE MADE TO THE BUREAU OF PROJECT DELIVERY, HIGHWAY DELIVERY DIVISION CHIEF. 5. FOR INLET BOX DETAILS REFER TO RC-46M.
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1. THE FOLLOWING TWO DIFFERENT GRATE DEPTHS ARE SPECIFIED ON THIS STANDARD: STRUCTURAL STEEL GRATES = 31/2" DEPTH WITH 21/2" PERIMETER DEPTH CAST IRON GRATES = 21/2" DEPTH (MINIMUM) 2. THE GRATE SHALL BE A BICYCLE SAFE TYPE
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1. EACH TYPE OF CONCRETE TOP UNIT OR FRAME IS SUITED FOR A PARTICULAR SITUATION AS FOLLOWS: TYPE M CONCRETE TOP UNIT AND TYPE M FRAMES ARE DESIGNATED FOR INSTALLATION IN AREAS ADJACENT TO MEDIANS AND MOUNTABLE CURBS. 2. PLACEMENT OF CONCRETE TOP UNITS: TYPE M: PLACE THE TOP UNIT OR FRAME ADJACENT TO THE BACK EDGE OF THE CURB, FLUSH WITH THE PAVEMENT SURFACE, WHEN REQUIRED WITHIN A CONCRETE MOUNTABLE CURB SECTION. 3. THE SELECTION OF COMPONENTS TO ACHIEVE A SPECIFIED INLET ASSEMBLY IS THE CONTRACTOR'S RESPONSIBILITY, UNLESS OTHERWISE INDICATED ON THE CONTRACT DOCUMENTS. 4. SET THE PRECAST CONCRETE TOP UNITS ON A NON-SHRINK GROUT PAD TO PROVIDE FULL BEARING ON THE SUPPORTING SURFACE. NON-SHRINK GROUT IS ALSO PERMITTED FOR CROSS SLOPE AND LONGITUDINAL GRADE ADJUSTMENTS. PROVIDE NON-SHRINK GROUT AS SPECIFIED IN PUBLICATION 408, SECTION 1001.2(d). MINIMUM GROUT DEPTH = 1/2" MAXIMUM GROUT DEPTH = 1" FOR ALTERNATE GRADE ADJUSTMENT SYSTEMS, WHICH DO NOT REQUIRE NON-SHRINK GROUT, REFER TO NOTE 5 UNDER THE GRADE ADJUSTMENT RING GENERAL NOTES ON SHEET 14. 5. BRICK OR BRICK AND MORTAR ARE NOT ALLOWED FOR GRADE ADJUSTMENTS FOR NEW OR REHABILITATION PROJECTS.
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1. SHEETS 2 THRU 8 AND 20 THRU 24 DEPICTS THE DIMENSIONS REQUIRED FOR UNIFORMITY AND INTERCHANGEABILITY. IT DOES NOT INCLUDE DETAILS REQUIRED FOR FABRICATION OR MANUFACTURING. FOR DEVIATIONS OR MODIFICATIONS OF THE STANDARDS, SUBMIT SHOP DRAWINGS TO THE BUREAU OF PROJECT DELIVERY, HIGHWAY DELIVERY DIVISION CHIEF FOR REVIEW AND ACCEPTANCE. 2. PROVIDE PRECAST CONCRETE TOP UNITS SUPPLIED BY A MANUFACTURER LISTED IN BULLETIN 15. 3. PROVIDE WELDED INLET ANGLE ASSEMBLIES SUPPLIED BY A MANUFACTURER LISTED IN BULLETIN 15. 4. CAST-IN-PLACE TOP UNITS MAY BE MONOLITHIC WITH THE INLET BOX. 5. PROVIDE MATERIALS AND PERFORM WORK IN ACCORDANCE WITH PUBLICATION 408, SECTIONS 605 AND 714, AASHTO/AWS BRIDGE WELDING CODE AND THE CONTRACT SPECIAL PROVISIONS. 6. THE SIZE OF THE INLET TOP UNITS IS BASED ON THE MINIMUM DIMENSIONS INDICATED FOR THE STANDARD INLET BOX AS SHOWN ON RC-46M. 7. PROVIDE A TOP SLAB TO SUPPORT THE INLET TOP UNITS IF A STANDARD INLET BOX IS NOT SPECIFIED. REFER TO RC-46M FOR ADDITIONAL INFORMATION. 8. FABRICATOR IS RESPONSIBLE FOR LIFTING, HANDLING AND TRANSPORTATION STRESSES. 9. PROVIDE THE FOLLOWING CONCRETE CLASS: PRECAST: CLASS AA CEMENT CONCRETE, MODIFIED [DESIGN COMPRESSIVE STRENGTH, f'c = 4,000 PSI] 10. PROVIDE GRADE 60 DEFORMED REINFORCEMENT BARS THAT MEET THE REQUIREMENTS OF ASTM A615 OR ASTM A706. DO NOT WELD REINFORCEMENT BARS WITHOUT A PENNDOT APPROVED WELDING PROCEDURE. 11. CLEAR COVER FOR STEEL: PRECAST: 11/2" 12. PROVIDE STRUCTURAL STEEL (ANGLES AND PLATES) CONFORMING TO AASHTO M270 GRADE 36 [ASTM A709, GRADE 36]. 13. ANCHORING OF ANGLES AND PLATES: PROVIDE EITHER STUDS OR BENT BAR ANCHORS IN ACCORDANCE WITH THE INDICATED DETAILS. STUDS: PROVIDE STUDS CONFORMING TO AASHTO M169 (ASTM A108). WELD STUDS TO ANGLES OR PLATES. BENT BAR ANCHORS: PROVIDE GRADE 60 DEFORMED REINFORCEMENT BARS THAT MEET THE REQUIREMENTS OF ASTM A615 OR ASTM A706. WELD BARS TO ANGLES OR PLATES USING A PENNDOT APPROVED WELDING PROCEDURE. 14. GALVANIZE PLATES, ANGLES AND STUDS OR BENT BAR ANCHORS (AFTER FABRICATION AND BEFORE INSTALLATION IN FORMS) AS SPECIFIED IN PUBLICATION 408, SECTION 1105.02(s). 15. CHAMFER EXPOSED CONCRETE EDGES 1/2" x 1/2", EXCEPT AS NOTED. (CHAMFERS ARE NOT SHOWN ON THE DETAILS) 16. PRECAST TOP UNITS: TAPERS MAY BE PROVIDED ON THE INSIDE AND/OR OUTSIDE VERTICAL FACES OF THE INLET TOPS TO FACILITATE FORM STRIPPING. TAPERS MAY RESULT IN BOTTOM DIMENSIONS THAT VARY TO A MAXIMUM 2".
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FABRIC FENCE
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SUPPORT STAKE *
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TOE ANCHOR TRENCH
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STAPLES
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STAKE
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COMPACTED
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BACKFILL
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UNDISTURBED
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GROUND
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FILL
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SLOPE
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* STAKES SPACED AT 8 FT. MAX.
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USE 2 IN X 2 IN (±3/8 IN.) WOOD OR
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EQUIVALENT STEEL (U OR T) STAKES
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18 IN.
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18 IN. MIN.
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8 FT. MIN.
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6 IN.
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%%UNOTES:
AutoCAD SHX Text FABRIC SHALL HAVE THE MINIMUM PROPERTIES AS SHOWN IN TABLE 4.3 OF THE PA DEP EROSION
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CONTROL MANUAL.
AutoCAD SHX Text FABRIC WIDTH SHALL BE 30 IN. MINIMUM. STAKES SHALL BE HARDWOOD OR EQUIVALENT STEEL (U
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OR T) STAKES.
AutoCAD SHX Text SILT FENCE SHALL BE PLACED AT LEVEL EXISTING GRADE. BOTH ENDS OF THE FENCE SHALL BE
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EXTENDED AT LEAST 8 FEET UP SLOPE AT 45 DEGREES TO THE MAIN FENCE ALIGNMENT.
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THE FENCE.
AutoCAD SHX Text ANY SECTION OF SILT FENCE WHICH HAS BEEN UNDERMINED OR TOPPED SHALL BE IMMEDIATELY
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REPLACED WITH A ROCK FILTER OUTLET (STANDARD CONSTRUCTION DETAIL # 4-6).
AutoCAD SHX Text FENCE SHALL BE REMOVED AND PROPERLY DISPOSED OF WHEN TRIBUTARY AREA IS PERMANENTLY
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STABILIZED.
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%%UJOINING FENCE SECTIONS
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%%USECTION VIEW
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5-ASPHALT PAVEMENT DETAIL
AutoCAD SHX Text Notes: 1. Pavement and Pavement and sub-base is 8.5 inches thick. 2. Inlets shall be Inlets shall be protected with a E&S control fabric from silt and sediment while construction is in progress and removed upon placement of pavement.
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TOTAL THICKNESS = 8.5 INCHES
AutoCAD SHX Text All asphalt joints and saw-cut ares shall be sealed according to PennDOT 408 guidelines.
AutoCAD SHX Text A 12-inch3 mil HDPE compost sock is preferred
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AutoCAD SHX Text 5/11/26
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3/23/26
P.O. BOX 663,
PITTSTON, PA 18640
570-654-0113
Feet 0 20 40
PROFESSIONAL
L
Emanuel T Posluszny, P.E.
ENGINEER
No. PE074947
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08/28/2026
AutoCAD SHX Text 48.00'
AutoCAD SHX Text 50.50'
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AutoCAD SHX Text 33.50'
AutoCAD SHX Text 33.50'
AutoCAD SHX Text 43.66'
AutoCAD SHX Text N 47%%d20'00" W 100.00'
AutoCAD SHX Text N 43%%d17'50" E 48.00'
AutoCAD SHX Text N 43%%d25'55" E 40.60'
AutoCAD SHX Text N 43%%d35'47" E 68.00'
AutoCAD SHX Text N 46%%d34'05" W 69.53'
AutoCAD SHX Text N 71%%d44'57" W 73.13'
AutoCAD SHX Text S 20%%d05'33" W 85.87'
AutoCAD SHX Text S 47%%d20'00" E 110.66'
AutoCAD SHX Text N 43%%d17'50" E 50.50'
AutoCAD SHX Text S 47%%d20' E 49.64'
AutoCAD SHX Text S 20%%d30'21" W 106.35'
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36' X 96' = 3,456 SF
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8 PARKING SPACES
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2 PARKING
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SPACES
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5 PARKING SPACES
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CONYNGHAM STREET
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MARK A. & JOANNE GILLEN BK 2541 PG 472 SECOND THEREOF I9SE4 015 001
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MARK A. & JOANNE GILLEN BK 2541 PG 472 FIRST THEREOF I9SE4 015 001
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NORTH MAIN STREET
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MARY STREET
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FREDERICK COURT
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TO MANHATTAN STREET
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GUIDE RAIL
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VINYL FENCE
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STONE CURB
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STONE CURB
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STONE CURB
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STONE CURB
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CONC WALK
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CONC WALK
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SET 1/2" REBAR CORNER
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SET DRILL HOLE CORNER
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SET MAG NAIL CORNER
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SET MAG NAIL CORNER
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FOUND 5/8" REBAR CORNER
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SET 1/2" REBAR CORNER
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SHELBY W. YEAGER BK 3003 PG 319064 I9SE4 015 017
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GEORGE A. & ROSE MARY STRISH BK 2003 PG 259 I9SE4 015 016
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JOHN J. MERGO, JR & SUSAN L. MERGO BK 2087 PG 505 I9SE4 015 012
AutoCAD SHX Text GEORGE STRISH, JR. & DEBORAH STRISH KATRA BK 3003 PG 224452 PARCEL NO. 1 I9SE4 015 007
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BERNARD & MARYKATHRYN GAVLICK BK 3012 PG 38566 I9SE4 015 03A
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SET RR SPIKE CORNER
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SET " REBAR 12" REBAR CORNER
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SET " REBAR 12" REBAR CORNER
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SET " REBAR 12" REBAR CORNER
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SET DRILL HOLE CORNER
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EX.DRIVE
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PPL 50955 N38838
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GV
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WV
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POLE
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POLE
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OHW
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OHW
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OHW
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OHW
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OHW
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OHW
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OHW
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SS
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SS
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SS
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OHW
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OHW
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OHW
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OHW
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OHW
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OHW
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OHW
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POLE
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PPL 50948 N38854
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PPL 50944 N38840
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4 EX. SPACES 9' X 20'
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9 EX. SPACES 9' X 18'
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NO PARKING
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ASPHALT PARKING FOR FUNERAL HOME
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ASPHALT PARKING FOR FUNERAL HOME
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EX. VINYL FENCE (6'HIGH)
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MARK & DAWN BAIAMONTE BK 2509 PG 588 I9SE4 015 015
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CONC CURB
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INLET GRATE=606.40 15"(E)INV=602.26 15"(S)INV=602.44
AutoCAD SHX Text INLET GRATE=606.90 15"(N)INV=602.34 8"(E)INV=602.34 8"(S)INV=602.26 15"(W)INV=601.77
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ASPH PAVE
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ASPH CURB
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ASPH CURB
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9 PARKING SPACES (EXISTING)
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4 PARKING SPACES (EXISTING)
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SETBACK
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SETBACK
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SETBACK
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SETBACK
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SETBACK
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SETBACK
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AutoCAD SHX Text (Borough 15' ROW)
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AutoCAD SHX Text B1
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AutoCAD SHX Text S
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AutoCAD SHX Text New 6" Wye into
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AutoCAD SHX Text Inv Elev. 596.5
AutoCAD SHX Text Building 6" Sewer
AutoCAD SHX Text Inv Elev. 597.8
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AutoCAD SHX Text Tie Leader into Drainage Pipe (Typ)
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AutoCAD SHX Text 15" Dia. HDPE Pipe (Typ)
AutoCAD SHX Text PennDOT Type M Inlet 2' x 4' Nominal (Typ)
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NO PARKING
AutoCAD SHX Text 42' Turning Radius
AutoCAD SHX Text Straight Truck
AutoCAD SHX Text 15'
AutoCAD SHX Text 100'
AutoCAD SHX Text GAS LINE 4" plastic/ 8" steel
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TELEPHONE LINE
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WATER LINE 6"
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WATER LINE 10"
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AMERICAN LEGION POST 673
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HIGHWAY OCCUPANCY PLAN
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ASHLEY BOROUGH
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LUZERNE COUNTY, PA
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AMERICAN LEGION
AutoCAD SHX Text 6/5/2025
AutoCAD SHX Text As Noted
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AutoCAD SHX Text NOTES: 1. Project is located on SR2010 at Project is located on SR2010 at segment 0130 and offset 340 feet. 2. Posted Speed Limit is 25 mph. Posted Speed Limit is 25 mph. 3. Proposed Driveway will be Proposed Driveway will be shorten to 20'. 4. Existing driveway (made of Existing driveway (made of concrete) to the south of the proposed driveway measured to be 9' wide will not be a part of this application. 5. Existing building is proposed to Existing building is proposed to be demolished after Proposed building is operational C1 Note 6 6. Stormwater from the proposed Stormwater from the proposed project will be piped to Federick Street and approved by Municipality. See C2 and Note 2. 7. Limits of work will be restricted Limits of work will be restricted to the property of the American Legion. 8. The of grade of SR2010 for The of grade of SR2010 for each approach is 1%. 9. Driveway angle to SR2010 is 90 Driveway angle to SR2010 is 90 degrees. 10. Distance to St. Mary's Road is Distance to St. Mary's Road is ~161' from centerline to centerline. 11. Proposed usage is private club Proposed usage is private club serving food and beverages. 12. The number of vehicles per day The number of vehicles per day is expected to be less than 25. 13. PA ONE call was made with PA ONE call was made with ticket# 20252113551.
AutoCAD SHX Text S.R. 2010, Segment 130, District 4, 2010, Segment 130, District 4, Luzerne County, Ashley Borough, 7 sheets, PennDOT permit # 04073155
AutoCAD SHX Text Limits of Project
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PROPOSED BUILDING
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NORTH BOUND LANE
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SOUTH BOUND LANE
AutoCAD SHX Text Sight Distance 380'
AutoCAD SHX Text Sight Distance 600'
AutoCAD SHX Text C 65
AutoCAD SHX Text C C 62 C 63
AutoCAD SHX Text Stormwater Inlet
AutoCAD SHX Text Approved PennDOT Permnit #04073155 Plan
AutoCAD SHX Text Existing Curb
AutoCAD SHX Text one-inch
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AutoCAD SHX Text Proposed Curbing
AutoCAD SHX Text ADA Matt C C 62 C 63
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AutoCAD SHX Text Stormwater Inlet
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10' SETBACK
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14' SETBACK
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AutoCAD SHX Text County and Municipal
PITTSTON, PA 18640
570-654-0113
Feet 0 25 50
PROFESSIONAL
L
Emanuel T Posluszny, P.E.
ENGINEER
No. PE074947
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REGISTERED
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08/28/20
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NORTH MAIN STREET
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CONC WALK
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SET DRILL HOLE CORNER
AutoCAD SHX Text S 20%%d05'33" W 85.87'
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EX. DRIVE
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PPL 50955 N38838
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GV
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WV
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OHW
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OHW
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42' CONC BARRIER (4' HIGH)
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42' CONC BARRIER (4' HIGH)
AutoCAD SHX Text S 20%%d05'33" W 85.87'
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NORTH MAIN STREET
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SET DRILL HOLE CORNER
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PPL 50955 N38838
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OHW
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OHW
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AutoCAD SHX Text PennDOT Type M Inlet 2' x 4' Nominal (Typ)
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NO PARKING
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TELEPHONE LINE
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AMERICAN LEGION POST 673
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HOP DETAILS
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ASHLEY BOROUGH
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LUZERNE…
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