Nay_Aug_Basketball_Pickleball_PCSM_Plan_Set_7-8-24.pdf
PDF 26 MB Posted
- Attached to
- Nay Aug Multicourt Project
- Solicitation number
- Not on record
- Issued by
- Lackawanna County, Pennsylvania
About this file
The document is a Post-Construction Stormwater Management (PCSM) Plan prepared by Reilly Associates for the City of Scranton, located in Lackawanna County, Pennsylvania, for the Nay Aug Park Pickleball Courts project. The plan details the engineering specifications for constructing pickleball courts, including a proposed detention basin (BMP ID #1), grading and drainage plans, site utility plans, and associated infrastructure improvements. The project involves approximately 3.9 acres of earth disturbance within Nay Aug Park, with design revisions dated June 3, 2024, and July 8, 2024.
The project is part of a broader municipal development initiative, with a corresponding invitation to bid released for the Nay Aug Multicourt Project. The bid will be received online through the City of Scranton's e-Procurement Portal, with submissions due by 10:00 am on Thursday, August 8, 2024. Prospective bidders must register on the portal to access bid documents and receive addenda. The project requires submission of various documentation, including certificates of insurance, affirmative action forms, non-segregated facilities affidavits, and non-collusion statements. Technical questions must be submitted via the portal's Q&A function by 4:30 pm on Thursday, August 1, 2024.
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PREPARED BY:
REILLY ASSOCIATES
ENGINEERING / ENVIRONMENTAL / SURVEYING
49 SOUTH MAIN STREET
SUITE 200
PITTSTON, PA 18640
(570) 654-2473
RA# 22010.21
NPDES PERMIT PLANS
POST CONSTRUCTION STORMWATER MANAGEMENT PLAN
for
NAY AUG PARK PICKLEBALL COURTS
PREPARED FOR
CITY OF SCRANTON
340 N WASHINGTON STREET
SCRANTON, PA 18503
LACKAWANNA COUNTY, PENNSYLVANIA
JUNE 3, 2024
REVISED JULY 8, 2024
DATEJERRY P. STIKO PE085287
P.O. BOX 667
STROUDSBURG, PA 18360
PROFESSIONAL
REGISTERED
ENGINEER
PE085287
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POST CONSTRUCTION STORMWATER MANAGEMENT PLAN COVER SHEET
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GRADING AND DRAINAGE PLAN
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SITE / UTILITY PLAN
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SHEET
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EXISTING SITE / DEMOLITION PLAN
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DETAILS
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CONTAINS PORTIONS OF SCRANTON, PA USGS QUADRANGLE
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MONROE
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PROJECT LOCATION
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STORM PROFILES
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DESCRIPTION
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SHEET INDEX
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AutoCAD SHX Text COMPANY: U S I C LOCATING SERVICES U S I C LOCATING SERVICES ADDRESS: 9045 N RIVER ROAD STE 300 9045 N RIVER ROAD STE 300 INDIANAPOLIS, IN. 46240 CONTACT: JEFFREY TRUMBOWER JEFFREY TRUMBOWER EMAIL: JeffTrumbower@usicllc.com JeffTrumbower@usicllc.com PHONE: 317-810-8254 317-810-8254 COMPANY: UGI UTILITIES INC UGI UTILITIES INC ADDRESS: 1 UGI DR 1 UGI DR WILKES BARRE, PA. 18711 CONTACT: AMANDA NIXON AMANDA NIXON EMAIL: anixon@ugi.com anixon@ugi.com PHONE: 570-829-8874 570-829-8874 COMPANY: PPL ELECTRIC UTILITIES CORPORATION PPL ELECTRIC UTILITIES CORPORATION ADDRESS: 437 BLUE CHURCH RD 437 BLUE CHURCH RD PAXINOS, PA. 17860 CONTACT: DOUG HAUPT DOUG HAUPT EMAIL: dlhaupt@pplweb.com dlhaupt@pplweb.com PHONE: 570-490-5684 570-490-5684 COMPANY: PENNSYLVANIA AMERICAN WATER PENNSYLVANIA AMERICAN WATER ADDRESS: 2500 SANITARY DR 2500 SANITARY DR SCRANTON, PA. 18505 CONTACT: JEREMY HULL JEREMY HULL EMAIL: jeremy.hull@amwater.com jeremy.hull@amwater.com PHONE: 570-558-9958 570-558-9958 COMPANY: PENNSYLVANIA AMERICAN WATER PENNSYLVANIA AMERICAN WATER ADDRESS: 2699 STAFFORD AVE 2699 STAFFORD AVE SCRANTON, PA. 18507 CONTACT: MARK BALOH MARK BALOH EMAIL: mark.baloh@amwater.com mark.baloh@amwater.com PHONE: 570-969-7501570-969-7501
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LIST OF PUBLIC UTILITIES
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PROJECT LOCATION
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CONSTRUCTION GRADING PLAN
AutoCAD SHX Text GRADING NOTES 1. ALL SITE WORK SHALL BE DONE IN ACCORDANCE WITH THE PLANS PREPARED BY REILLY ASSOCIATES, THE CURRENT ALL SITE WORK SHALL BE DONE IN ACCORDANCE WITH THE PLANS PREPARED BY REILLY ASSOCIATES, THE CURRENT REQUIREMENTS OF THE CITY OF SCRANTON, THE APPLICABLE SECTIONS OF THE PENNSYLVANIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADWAY CONSTRUCTION, AND ALL OTHER PERTINENT FEDERAL AND STATE LAWS. 2. THE CONTRACTOR SHALL COMPLY AT ALL TIMES WITH APPLICABLE FEDERAL, STATE AND LOCAL LAWS, PROVISIONS, THE CONTRACTOR SHALL COMPLY AT ALL TIMES WITH APPLICABLE FEDERAL, STATE AND LOCAL LAWS, PROVISIONS, AND POLICIES GOVERNING SAFETY AND HEALTH. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING THE AREAS AND CONDITIONS UNDER WHICH THE PROJECT THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING THE AREAS AND CONDITIONS UNDER WHICH THE PROJECT IS TO BE CONSTRUCTED PRIOR TO THE SUBMISSION OF A BID. SUBMISSION OF A BID SHALL BE CONSTRUED TO MEAN THE CONTRACTOR HAS REVIEWED THE SITE AND IS FAMILIAR WITH CONDITIONS AND CONSTRAINTS OF THE SITE. 4. BEFORE EXCAVATION, ALL UNDERGROUND UTILITIES SHALL BE LOCATED IN THE FIELD BY THE PROPER AUTHORITIES. BEFORE EXCAVATION, ALL UNDERGROUND UTILITIES SHALL BE LOCATED IN THE FIELD BY THE PROPER AUTHORITIES. THE CONTRACTOR SHALL NOTIFY THE PENNSYLVANIA ONE-CALL SYSTEM, INC. AT 1-800-242-1776. THE LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES ARE APPROXIMATE AND MAY NOT ALL BE SHOWN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND EXACT LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES. 5. ALL EXISTING TREES, VEGETATION, PAVEMENTS, CONCRETE FOUNDATIONS, STRUCTURES AND ORGANIC TOPSOIL SHALL ALL EXISTING TREES, VEGETATION, PAVEMENTS, CONCRETE FOUNDATIONS, STRUCTURES AND ORGANIC TOPSOIL SHALL BE STRIPPED AND REMOVED FROM NEW CONSTRUCTION AREAS UNLESS NOTED OTHERWISE. 6. ALL AREAS NOT PAVED SHALL BE TOP SOILED, SEEDED, MULCHED OR LANDSCAPED UNLESS OTHERWISE NOTED IN ALL AREAS NOT PAVED SHALL BE TOP SOILED, SEEDED, MULCHED OR LANDSCAPED UNLESS OTHERWISE NOTED IN THE CONSTRUCTION DRAWINGS, SITE SPECIFICATIONS OR INSTRUCTED BY THE OWNER. 7. CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS SET FOR OTHER PERTINENT INFORMATION. CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS SET FOR OTHER PERTINENT INFORMATION. 8. ALL WALKING PATHS AND RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CURRENT ADA REQUIREMENTS. ALL WALKING PATHS AND RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CURRENT ADA REQUIREMENTS. 9. THE MAXIMUM CROSS SLOPE FOR ALL SIDEWALK AREAS SHALL BE 2% AND THE MAXIMUM LONGITUDINAL SLOPE SHALL THE MAXIMUM CROSS SLOPE FOR ALL SIDEWALK AREAS SHALL BE 2% AND THE MAXIMUM LONGITUDINAL SLOPE SHALL BE 5% AS MEASURED WITH A 2' LEVEL. TURN AREAS, SUCH AS INTERSECTIONS OF SIDEWALKS, SHALL NOT EXCEED A SLOPE OF 2% IN ANY DIRECTION. 10. MAXIMUM SLOPE IN ANY DIRECTION AT HANDICAP PARKING AND ISLES SHALL NOT EXCEED 2%. MAXIMUM SLOPE IN ANY DIRECTION AT HANDICAP PARKING AND ISLES SHALL NOT EXCEED 2%. 11. ALL CONSTRUCTION MUST COMPLY WITH THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 (OSHA). ALL CONSTRUCTION MUST COMPLY WITH THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 (OSHA). 12. AS APPLICABLE, ALL CONSTRUCTION MUST COMPLY WITH THE ARCHITECTURAL BARRIERS ACT OF 1968, AND SECTION AS APPLICABLE, ALL CONSTRUCTION MUST COMPLY WITH THE ARCHITECTURAL BARRIERS ACT OF 1968, AND SECTION 504 OF THE REHABILITATION ACT OF 1973; PA ACT 235 OF 1965, AS AMENDED, UNIVERSAL ACCESSIBILITY ACT AND AMERICANS WITH DISABILITY ACT (ADA) OF 1990, AS AMENDED. 13. THE PLANS SHOW ADJACENT POOL PROJECT WHICH IS NOT PART OF THE CONTRACT. CONTRACTOR WILL NEED TO THE PLANS SHOW ADJACENT POOL PROJECT WHICH IS NOT PART OF THE CONTRACT. CONTRACTOR WILL NEED TO COORDINATE WITH POOL PROJECT CONTRACTOR FOR ACCESS AND CONSTRUCTION OF THE STORM SEWER TO THE BASIN.
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NEAREST SURFACE WATER ROARING BROOK
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NEAREST SURFACE WATER ROARING BROOK
tel: 570.421.7320 fax: 570.421.7230 www.reillyengineering.com
411 Main Street Suite 102 D, Stroudsburg, PA 18360
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BOLLARD 6"
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PROPOSED PAVILION
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NAY AUG PARK POOL PROJECT BY OTHERS (SEE PLANS BY BKP ARCHITECTS)
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SWALE 1
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PROPOSED DETENTION BASIN 1 (BMP ID #1)
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RA 1
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FORMER GRAVEL PARKING AREA SHALL HAVE 6" OF TOPSOIL PLACED OVER TOP AND SEEDED
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8.00' BERM
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EDGE OF PAVEMENT
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EDGE OF GRAVEL
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EDGE OF CONCRETE
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PROPOSED 4' HIGH CHAIN LINK FENCE
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PROPOSED STORM PIPE, INLET & YARD DRAIN
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PROPOSED 8' CHAIN LINK FENCE
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LIMIT OF EARTH DISTURBANCE (3.9 ACRES)
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NPDES BOUNDARY (4.3 ACRES)
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GRADING AND DRAINAGE PLAN
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PER PAWC ENGR REVIEW LTR DATED 6/19/2024
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CITY OF SCRANTON
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PENNSYLVANIA
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DESIGNATION
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SLOPE
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HYDROLOGIC GROUP
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PROPOSED DETENTION BASIN 1 (BMP ID #1)
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RA 1
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FORMER GRAVEL PARKING AREA SHALL HAVE 6" OF TOPSOIL PLACED OVER TOP AND SEEDED
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DISCHARGE POINT
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(TO BE REPLACED)
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INV IN (SE) - 951.8 (12" TP)
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LIMIT OF EARTH DISTURBANCE (3.9 ACRES)
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PER PAWC ENGR REVIEW LTR DATED 6/19/2024
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CITY OF SCRANTON
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HYDROLOGIC GROUP
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(REPLACE 8" PORTION WITH 12" TP)
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REPLACE EXISTING INLET
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GAS MAIN (ASSUMED ELEVATION)
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PROFILES
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HORIZONTAL
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FEET
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VERTICAL
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RIPRAP
OUTLET
NO.
PIPE
DIA
Pd
(IN)
SIZE
(R-_)
APRON
INITIAL
WIDTH
Aiw
(FT)
LENGTH
AI
(FT)
THICK.
Rt
(IN)
TERMINAL
WIDTH
Atw
(FT)
SECTION Z-ZSECTION Y-Y
1:1
AutoCAD SHX Text
NAY AUG PARK POOL PROJECT BY OTHERS (SEE PLANS BY BKP ARCHITECTS)
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4' CHAINLINK FENCE
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PROPOSED DETENTION BASIN 1 (BMP ID #1)
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BASIN ACCESS GATE
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RA 1
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FORMER GRAVEL PARKING AREA SHALL HAVE 6" OF TOPSOIL PLACED OVER TOP AND SEEDED
AutoCAD SHX Text
8.00' WIDE BERM EL. 978.00
AutoCAD SHX Text
EMERGENCY SPILLWAY EL. 977.25
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
EDGE OF GRAVEL
AutoCAD SHX Text
UTILITY POLE WITH OVREHEAD ELECTRIC LINE
AutoCAD SHX Text
BUILDING
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STORMWATER PIPE, INLET AND MANHOLE
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PROPOSED BITUMINOUS PAVE
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PROPOSED SWALE LINING
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PROPOSED EDGE OF PAVEMENT
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PROPOSED 4' HIGH CHAIN LINK FENCE
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PROPOSED CONTOUR
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PROPOSED PRECAST BUMPER BLOCK
AutoCAD SHX Text
TEST PIT LOCATION
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PROPOSED STORM PIPE, INLET & YARD DRAIN
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PROPOSED 8' CHAIN LINK FENCE
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LIMIT OF EARTH DISTURBANCE (3.9 ACRES)
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NPDES BOUNDARY (4.3 ACRES)
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CHAINLINK FENCE
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TREE
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CONTOUR
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SOIL BOUNDARY
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DETAILS
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AS NOTED
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FEET
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SCALE
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JPS
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EV
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DRAWN:
AutoCAD SHX Text 6/3/2024
AutoCAD SHX Text
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PER PAWC ENGR REVIEW LTR DATED 6/19/2024
AutoCAD SHX Text 6/24/24
AutoCAD SHX Text
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PER PAWC ENGR REVIEW LTR DATED 7/3/2024
AutoCAD SHX Text 7/8/24
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REVISIONS
AutoCAD SHX Text
NO.
AutoCAD SHX Text
CHK'D:
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
APPROVED:
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APP'D
AutoCAD SHX Text ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED BY CONTRACTOR AT THE SITE.
AutoCAD SHX Text Date:
AutoCAD SHX Text Scale:
AutoCAD SHX Text Project No.
AutoCAD SHX Text Sheet No.
AutoCAD SHX Text Drawn By:
AutoCAD SHX Text Checked By:
AutoCAD SHX Text Approved By:
AutoCAD SHX Text
CITY OF SCRANTON
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PENNSYLVANIA
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CITY OF SCRANTON, LACKAWANNA COUNTY
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NAY AUG PARK PICKLEBALL COURTS
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NPDES PLANS
AutoCAD SHX Text 22010.21
AutoCAD SHX Text Date:
AutoCAD SHX Text Scale:
AutoCAD SHX Text Project No.
AutoCAD SHX Text Sheet No.
AutoCAD SHX Text Drawn By:
AutoCAD SHX Text Checked By:
AutoCAD SHX Text Approved By:
AutoCAD SHX Text 10'
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%%UBASIN 1 PLAN VIEW
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FLOW
AutoCAD SHX Text CONCRETE BASE 36" x 60" x 12"
AutoCAD SHX Text 3:1
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24"X48" CONCRETE BOX
AutoCAD SHX Text
TOP OF BERM EL. 978.00
AutoCAD SHX Text 3:1
AutoCAD SHX Text
EMERGENCY SPILLWAY EL. 977.25
AutoCAD SHX Text
R-4 RIPRAP
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INLET CREST EL. 976.25
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NOT TO SCALE
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BASIN BOTTOM EL. 973.00
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%%UCONCRETE CRADLE SECTION
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NOT TO SCALE
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OUTLET BARREL
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CONCRETE CRADLE
AutoCAD SHX Text 12"
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6" MIN.
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%%UEMERGENCY SPILLWAY
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NOT TO SCALE
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LINING
AutoCAD SHX Text 8'
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EMERGENCY SPILLWAY
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TYPE D-W ENDWALL
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CONCRETE CRADLE (SEE SECTION)
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TOP OF BERM
AutoCAD SHX Text 3'
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OUTLET BARREL (SEE PIPE PROFILES)
AutoCAD SHX Text 8'
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KEY TRENCH ALONG LENGTH OF BERM 2' MIN DEPTH
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AutoCAD SHX Text 13'
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50" MIN. HDPE ANTI-SEEP COLLAR (TYP)
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SEE PIPE PROFILES FOR INVERT
AutoCAD SHX Text
NOTE: OUTLET STRUCTURE TO BE FITTED W/TRASH RACKS
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11" ORIFICE
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INV. ELEV: 973.50
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WITHIN EXPOSED ROCK AREAS, OVEREXCAVATE ROCK BY 12' AND REPLACE WITH TOPSOIL
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AS NOTED ON BASIN DETAIL
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ELEVATION
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TAR OR MASTIC SHALL BE APPLIED TO INSIDE OF COLLAR DURING INSTALLATION.
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STAINLESS STEEL BOLTS
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14" HDPE SHEET
AutoCAD SHX Text MASTIC SHALL BE APPLIED TO JOINTS TO ENSURE COMPLETED INSTALLATION IS WATERTIGHT.
AutoCAD SHX Text
CARE MUST BE TAKEN TO BACK FILL EQUALLY ON BOTH SIDES OF THE ANTISEEP COLLAR.
AutoCAD SHX Text
PIPE
AutoCAD SHX Text 3.
AutoCAD SHX Text 2.
AutoCAD SHX Text 1.
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NOTES:
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NOT TO SCALE
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%%UHDPE ANTI-SEEP COLLAR DETAIL
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PIPE DIA.
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STAINLESS STEEL BAND
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COLLAR MUST NOT BE CLOSER THAN 2' FROM PIPE JOINT.
AutoCAD SHX Text 4.
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SOILS LEGEND
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DESIGNATION
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DESCRIPTION
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SLOPE
AutoCAD SHX Text DyD
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DYSTROCHREPTS AND ROCK OUTCROP, MODERATELY STEEP
AutoCAD SHX Text 0%%%-25%%%
AutoCAD SHX Text DyE
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HYDROLOGIC GROUP
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text 25%%%-70%%%
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DYSTROCHREPTS AND ROCK OUTCROP, STEEP
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LEGEND
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%%UBASIN 1 OUTLET AND BERM DETAIL
AutoCAD SHX Text STANDARD CONSTRUCTION DETAIL #9-1 RIPRAP APRONS AT PIPE OUTLETS WITH FLARED END WALLS
AutoCAD SHX Text Al
AutoCAD SHX Text Y
AutoCAD SHX Text Atw
AutoCAD SHX Text Y
AutoCAD SHX Text Pd
AutoCAD SHX Text Aiw
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RA 1
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PLAN VIEW
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NOT TO SCALE
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<0% SLOPE>
AutoCAD SHX Text Al
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GEOTEXTILE
AutoCAD SHX Text
<0% SLOPE>
AutoCAD SHX Text
GEOTEXTILE
6" TOPSOIL ON BOTTOM AND SIDES
www.reillyengineering.com
411 Main Street Suite 102 D, Stroudsburg, PA 18360
REV. DESCRIPTION BY MM/DD/YY CHK'D
4640 TRUEMAN BLVD
HILLIARD, OHIO 43026
NOTE: ALL DIMENSIONS
ARE ± 1/2 FOOT.
ADVANCED DRAINAGE SYSTEMS, INC. ("ADS") HAS PREPARED THIS DETAIL BASED ON INFORMATION PROVIDED TO ADS. THIS DRAWING IS INTENDED TO DEPICT THE COMPONENTS AS REQUESTED. ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN SERVICES FOR THIS PROJECT, NOR HAS ADS INDEPENDENTLY VERIFIED THE INFORMATION SUPPLIED. THE INSTALLATION DETAILS PROVIDED HEREIN ARE GENERAL RECOMMENDATIONS AND ARE NOT SPECIFIC FOR THIS PROJECT. THE DESIGN ENGINEER SHALL REVIEW THESE DETAILS PRIOR TO CONSTRUCTION. IT IS THE DESIGN ENGINEERS RESPONSIBILITY TO ENSURE THE DETAILS PROVIDED HEREIN MEETS OR EXCEEDS THE APPLICABLE NATIONAL, STATE, OR LOCAL REQUIREMENTS AND TO ENSURE THAT THE DETAILS PROVIDED HEREIN ARE ACCEPTABLE FOR THIS
PROJECT.
DIA. DET/RET SYSTEM
DRAWING NUMBER:
NTSAdvanced Drainage Systems, Inc.
STD-1464A
KJS
07-05-2023
0 - - - -
© 2023 ADS, INC
4" RECESS INTO
ALUMINUM SLOT FINISHED PAVEMENT
RISER WITH OPTIONAL
STEEL GRATING
ADS N-12 HDPE
SYNTHETIC TRACK
(BY OTHERS)
ASPHALT OR CONCRETE
(BY OTHERS)
STABLE, UNDISTURBED
EARTH OR COMPACTED
FILL
NOTES:
Nominal Diameter, ID,
in. (mm)
Depth of Invert, H, in. (mm)
Minimum Maximum 4 (100) 7.00 (178) 28.25 (718) 6 (150) 9.25 (235) 30.25 (762) 8 (200) 11.25 (286) 32.25 (820)
10 (250) 13.25 (337) 34.25 (870) 12 (300) 16.00 (407) 48.25 (1226) 15 (375) 19.00 (483) 51.25 (1302) 18 (450) 22.25 (566) 54.25 (1378) 24 (600) 29.00 (737) 60.25 (1531) 30 (750) 35.25 (896) 66.25 (1683) 36 (900) 41.50 (1055) 72.25 (1836)
GRASS/TURF FIELD
CONCRETE (BY OTHERS)
1. BACKFILL DESIGN SHOULD BE USED FOR NON-VEHICULAR LOADS ONLY.
2. SURFACE PAVEMENT ADJOINING THE SLOT SHOULD BE A NON-EROSIVE
MATERIAL.
3. COUPLER BANDS ARE SOIL-TIGHT. FOR A TIGHTER SEAL, A NEOPRENE
SHEET OR MASTIC FILLER (PROVIDED BY OTHER) MAY BE USED.
4. SITE ENGINEER TO PROVIDE SITE SPECIFIC BACKFILL DETAILS, SUCH AS
CONCRETE STRENGTH.
5. REFER TO ADS TECH NOTE 2.11 FOR ADDITIONAL DESIGN INFORMATION.
ID
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411 Main Street Suite 102 D, Stroudsburg, PA 18360
DRAIN BASIN & INLINE DRAIN
NON TRAFFIC INSTALLATION
DESIGNED TO FIT
48"-60" DIAM.
STRUCTURES
1:1
AutoCAD SHX Text
DETAILS
AutoCAD SHX Text
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text
AutoCAD SHX Text
JPS
AutoCAD SHX Text
EV
AutoCAD SHX Text
DRAWN:
AutoCAD SHX Text 6/3/2024
AutoCAD SHX Text
AutoCAD SHX Text
PER PAWC ENGR REVIEW LTR DATED 6/19/2024
AutoCAD SHX Text 6/24/24
AutoCAD SHX Text
AutoCAD SHX Text
PER PAWC ENGR REVIEW LTR DATED 7/3/2024
AutoCAD SHX Text 7/8/24
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REVISIONS
AutoCAD SHX Text
NO.
AutoCAD SHX Text
CHK'D:
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
APPROVED:
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APP'D
AutoCAD SHX Text ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED BY CONTRACTOR AT THE SITE.
AutoCAD SHX Text Date:
AutoCAD SHX Text Scale:
AutoCAD SHX Text Project No.
AutoCAD SHX Text Sheet No.
AutoCAD SHX Text Drawn By:
AutoCAD SHX Text Checked By:
AutoCAD SHX Text Approved By:
AutoCAD SHX Text
CITY OF SCRANTON
AutoCAD SHX Text
PENNSYLVANIA
AutoCAD SHX Text
CITY OF SCRANTON, LACKAWANNA COUNTY
AutoCAD SHX Text
NAY AUG PARK PICKLEBALL COURTS
AutoCAD SHX Text
NPDES PLANS
AutoCAD SHX Text 22010.21
AutoCAD SHX Text Date:
AutoCAD SHX Text Scale:
AutoCAD SHX Text Project No.
AutoCAD SHX Text Sheet No.
AutoCAD SHX Text Drawn By:
AutoCAD SHX Text Checked By:
AutoCAD SHX Text Approved By:
AutoCAD SHX Text 8" - 36"
AutoCAD SHX Text MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP)
AutoCAD SHX Text
(3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS/TAKE OFF)
AutoCAD SHX Text THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
AutoCAD SHX Text
WATERTIGHT JOINT (CORRUGATED HDPE SHOWN)
AutoCAD SHX Text 1 - 8" - 30" DOME GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 2 - 8" & 10" DOME GRATES FIT ONTO THE DRAIN BASINS WITH THE USE OF A PVC BODY TOP. SEE DRAWING NO. 7001-110-045. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110-065. 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP, & PVC SEWER (4" - 36"). 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. 6 - 8" - 30" DOME GRATES HAVE NO LOAD RATING.
AutoCAD SHX Text
(1, 2) INTEGRATED DUCTILE IRON GRATE TO MATCH BASIN O.D.
AutoCAD SHX Text
(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 36" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC
AutoCAD SHX Text
(5) ADAPTER ANGLES VARIABLE 0° - 360° ACCORDING TO PLANS
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DRAIN BASIN
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INLINE DRAIN
AutoCAD SHX Text THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
AutoCAD SHX Text
TOP SOIL
AutoCAD SHX Text
TOP SOIL
AutoCAD SHX Text
GRATE/COVER
AutoCAD SHX Text
4" MIN ON 8" - 24" 6" MIN ON 30"
AutoCAD SHX Text THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
NYLOPLAST DRAIN BASIN WITH DOME GRATE
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%%USTANDARD COVER
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%%UWATERTIGHT COVER
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12" TO "34"
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'O' RING GASKET
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14" TO "12"
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12" TO "34"
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NEOPRENE GASKET
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NOTE: : 4 REQUIRED PER MANHOLE
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CONCRETE INSERT
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34" GALV. NUT
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34" X 1 " GALV. STEEL12" GALV. STEEL
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34" GALV. STEEL THREADED ROD
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PRECAST CONC. TOP SECT.
AutoCAD SHX Text
AutoCAD SHX Text
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CONE
AutoCAD SHX Text CAST IRON FRAME TO BE EMBEDDED IN MORTAR PLASTER AROUND EDGE AND OVER FLANGE OF FRAME.
AutoCAD SHX Text
TOP ELEV. (SEE PLAN SHEET 4)
AutoCAD SHX Text
PROVIDE (4) 3/4" BOLTS ON 37" TO 42" CIRCLE
AutoCAD SHX Text
PROVIDE 1/2" OF MASTIC BETWEEN THE C.I. FRAME AND THE MANHOLE TOP.
AutoCAD SHX Text
FOR TOTAL DEPTH SEE PROFILE SHEETS
AutoCAD SHX Text
PARGE WITH MORTAR
AutoCAD SHX Text
PARGE WITH
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MORTAR
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text 24"
AutoCAD SHX Text ALUMINUM MANHOLE STEPS OR COPOLYMER POLYPROPYLENE REINFORCED STEP MEETING PADOT 605 SIMILAR TO M.A. STEP PSI-PF
AutoCAD SHX Text
5" MIN.
AutoCAD SHX Text PRECAST REINFORCED CONCRETE MANHOLE SECTIONS SHALL CONFORM TO ASTM SPECIFICATION C-478, LATEST REVISION
AutoCAD SHX Text PRIOR TO SETTING IN PLACE MANHOLE SECTIONS SHALL HAVE 2 COATS OF BITUMINASTIC COATING APPLIED TO THE EXTERIOR CONCRETE SURFACE (MIN 20 MILS)
AutoCAD SHX Text
PRECAST BASE SECTION
AutoCAD SHX Text
CAST-IN-WALL RUBBER COMPRESSION GASKET
AutoCAD SHX Text 12"
AutoCAD SHX Text
VARIES
AutoCAD SHX Text 4'-0"**
AutoCAD SHX Text
BASE
AutoCAD SHX Text
6" MIN.
AutoCAD SHX Text 6"
AutoCAD SHX Text
* INCREASE TO 12" FOR INCREASE TO 12" FOR MANHOLE DEPTH > 12'
AutoCAD SHX Text
LOWEST INVERT ELEVATION
AutoCAD SHX Text
CONCRETE CHANNEL OR CHANNEL PIPE
AutoCAD SHX Text 0.80D
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text
MIN.
AutoCAD SHX Text
AASHTO #57 COURSE AGGREGATE
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* INCREASE TO 12" FOR INCREASE TO 12" FOR MANHOLE DEPTH > 12'
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** INCREASE TO 6'-0"
AutoCAD SHX Text
FOR MH AS SHOWN AND
AutoCAD SHX Text
ADJUST CONCRETE
AutoCAD SHX Text
DESIGN AS NEEDED TO
AutoCAD SHX Text
CONFORM TO ASTM
AutoCAD SHX Text C-478
AutoCAD SHX Text
12" WIDE EXTERNAL BUTYL RUBBER SEALANT ASTM C877 TYPE III (TYP-ALL JOINTS)
AutoCAD SHX Text
STANDARD PRECAST MANHOLE DETAIL (DEPTH > 5 FT.)
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PICK HOLE DETAIL
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*PRE-CAST MANHOLE ANCHOR BOLT DETAIL
AutoCAD SHX Text R
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SLOPE
AutoCAD SHX Text 12:1
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SHELF
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FLOW
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STANDARD MANHOLE
AutoCAD SHX Text R MIN. = 1.5xD
AutoCAD SHX Text
FLOW
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STEPS
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EDGE OF CHANNEL
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SHAPED CHANNEL DETAIL
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SHELF
AutoCAD SHX Text 5'-10"
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text 5"
AutoCAD SHX Text 4'-0"
AutoCAD SHX Text 6"
AutoCAD SHX Text 5"
AutoCAD SHX Text 4'-0"
AutoCAD SHX Text
4'-0" PRECAST CONCRETE MANHOLE - PLAN VIEWL
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TONGUE
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GROOVE
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INSIDE FACE OF PRECAST CONCRETE STRUCTURE
AutoCAD SHX Text
PREFORMED FLEXIBLE PLASTIC JOINT SEALANT
AutoCAD SHX Text
MANHOLE GASKET DETAIL
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NOT TO SCALE
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NOT TO SCALE
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NOT TO SCALE
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NOT TO SCALE
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NOT TO SCALE
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NOT TO SCALE
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GRATE/COVER
AutoCAD SHX Text 6.50"
AutoCAD SHX Text 25.00"
AutoCAD SHX Text 20.00"
AutoCAD SHX Text 24.00"
AutoCAD SHX Text 9.00"
AutoCAD SHX Text 16"
AutoCAD SHX Text 22.00"
AutoCAD SHX Text 27"
AutoCAD SHX Text 14.18"
AutoCAD SHX Text R9.00"
AutoCAD SHX Text 14.18"
AutoCAD SHX Text R12.00"
AutoCAD SHX Text R10.00"
AutoCAD SHX Text 18.00"
AutoCAD SHX Text
1" PVC ANTI-SIPHON
AutoCAD SHX Text
PIPE ADAPTER
AutoCAD SHX Text
REMOVABLE WATERTIGHT
AutoCAD SHX Text
ACCESS PORT, 6" OPENING
AutoCAD SHX Text
%%UBMP, INC.
AutoCAD SHX Text
53 MT. ARCHER ROAD, LYME, CT. 06371
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(800) 504-8008 FAX: (860)434-3195
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%%UFRONT
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%%USIDE
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%%UPLAN
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U.S. PATENT #6126817
AutoCAD SHX Text
RECOMMENDED SUMP DEPTH 2.5 TO
AutoCAD SHX Text
3X OUTLET PIPE I.D.
AutoCAD SHX Text
18R SNOUT
18R SNOUT
www.reillyengineering.com
411 Main Street Suite 102 D, Stroudsburg, PA 18360
PARKING
RESERVED
ACCESSIBLE
VAN
SUBJECT
VIOLATORS
TO FINE
AND TOWING
MIN. FINE $50
MAX. FINE $200
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LANDSCAPE SCHEDULE
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A M
| Sheets and Views |
| 01 CV-PCSWM |
| 02 EX_FEATURES-PCSWM |
| 03 SITE PLAN |
| 04 GRADING_PCSWM |
| 05 GRADING_PCSWM |
| 06 PROFILES |
| 07 DETAILS 1 |
| 08 DETAILS 2 |
| 09 DETAILS 3 |
| 10 DETAILS 4 |
| 11 DETAILS 5 |
| 12 DETAILS 6 |
| 13 DETAILS 7 |
| 14 DETAILS 8 |
| 15 DETAILS 9 |
| 16 C-GRADING PLAN |
File details come from the government source that posted it. Updated .