2-Houtzdale Hannah Street Park Bid Set.pdf

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C O

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HANNAH STREET PARK

PROJECT FOR

HOUTZDALE BOROUGH

www.eadsgroup.com

ENGINEERING ARCHITECTURE AND DESIGN SERVICES

1126 Eighth Avenue, Altoona, PA 16602 814-944-5035 (phone)

814-944-4862 (fax)

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HOUTZDALE BOROUGH

CLEARFIELD COUNTY, PA

SEPTEMBER 2026

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LOCATION MAP

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INDEX OF DRAWINGS

SHEET TITLE

ELECTRIC

BOROUGH

TELECOMMUNICATION

SANITARY SEWER AND WATER AUTHORITY

ELECTRIC

LIST OF UTILITIES

PA ONE CALL SYSTEM, INC.

1-800-242-1776

PENNSYLVANIA! CALL 1-800-242-1776

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UNDERGROUND UTILITY LINE PROTECTION ACT

BEFORE YOU DIG ANYWHERE IN

1-800-242-1776

PENNSYLVANIA 1 CALL SERIAL NUMBER:

DESIGN LEVEL: 20262453679 Final Design 09/02/2026

NON-MEMBERS SHALL BE

CONTACTED DIRECTLY PA ACT 187

(1996) REQUIRES NOTIFICATION BY

ANY PERSON PREPARING TO

DISTURB THE EARTH'S SURFACE

ANYWHERE IN THE

COMMONWEALTH. PA. ACT 38

(1991) REQUIRES THREE (3)

WORKING DAYS NOTICE TO

UTILITIES BEFORE YOU EXCAVATE,

DRILL OR BLAST. OSHA 1926.651

SPECIAL EXCAVATION

REQUIREMENTS

CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF PA ONE CALL ACT

287 OF 1974 AS AMENDED BY ACT 187 OF 1986.

PA ACT 287 OF 1974 AS

AMENDED BY ACT 187 OF

1996 73 P.S. & 176 ET. SEQ.

SITE DATAGENERAL NOTES

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TYPICAL SYMBOL LEGEND

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AutoCAD SHX Text C-0.00 COVER SHEET COVER SHEET C-0.01 GENERAL NOTES GENERAL NOTES C-1.00 EXISTING CONDITIONS/DEMO PLAN EXISTING CONDITIONS/DEMO PLAN C-2.00 SITE/GRADING PLAN SITE/GRADING PLAN C-3.00 DETAILS DETAILS ES-1 EROSION AND SEDIMENTATION CONTROL PLAN EROSION AND SEDIMENTATION CONTROL PLAN ES-2 EROSION AND SEDIMENTATION CONTROL NOTES EROSION AND SEDIMENTATION CONTROL NOTES ES-3 EROSION AND SEDIMENTATION CONTROL DETAILSEROSION AND SEDIMENTATION CONTROL DETAILS

AutoCAD SHX Text COMPANY: METROPOLITAN EDISON CO/FIRST ENERGY METROPOLITAN EDISON CO/FIRST ENERGY ADDRESS: 341 WHITE POND DRIVE 341 WHITE POND DRIVE AKRON, OH. 44320 CONTACT: MELLYSSA ADAMS MELLYSSA ADAMS EMAIL: MADAMS@FIRSTENERGYCORP.COM MADAMS@FIRSTENERGYCORP.COM PHONE: 330-252-4013 330-252-4013 COMPANY: HOUTZDALE BOROUGH/HOUTZDALE HOUTZDALE BOROUGH/HOUTZDALE BOROUGH MUNICIPAL SEWER AUTHORITY ADDRESS: 704 BRISBIN STREET 704 BRISBIN STREET BRISBIN, PA. 16651 CONTACT: BOB HANNA BOB HANNA EMAIL: INDYHANNA827@OUTLOOK.COM INDYHANNA827@OUTLOOK.COM PHONE: 814-378-7676 814-378-7676 COMPANY: VERIZON PENNSYLVANIA LLC VERIZON PENNSYLVANIA LLC ADDRESS: CONTACT: OFFICE PERSONNEL OFFICE PERSONNEL EMAIL: 1CALL-VERIZON-PADE@VERIZON.COM 1CALL-VERIZON-PADE@VERIZON.COM PHONE: COMPANY: BRISBIN BOROUGH SEWAGE AND WATER BRISBIN BOROUGH SEWAGE AND WATER AUTHORITY ADDRESS: 277 PRINCESS STREET 277 PRINCESS STREET PO BOX 205 BRISBIN, PA. 16620 CONTACT: JAMES MOYER JAMES MOYER EMAIL: BBSWA2021@GMAIL.COM BBSWA2021@GMAIL.COM PHONE: 814-378-5924 814-378-5924 COMPANY: HOUTZDALE MUNI AUTHORITY HOUTZDALE MUNI AUTHORITY ADDRESS: PO BOX 97 PO BOX 97 HOUTZDALE, PA 16651 CONTACT: JOHN GALLAGHER JOHN GALLAGHER EMAIL: JOHN@HMAWATER.COM JOHN@HMAWATER.COM PHONE: 814-378-8131 814-378-8131 COMPANY: CABLE PROTECTION SERVICES INC. CABLE PROTECTION SERVICES INC. ADDRESS: PO BOX 4816 PO BOX 4816 MIDLOTHIAN, VA. 23112 CONTACT: DEBBIE KING DEBBIE KING EMAIL: DEBBIE_KING@CABLEPS.COM DEBBIE_KING@CABLEPS.COM PHONE: 804-562-3409 804-562-3409

AutoCAD SHX Text THE CONTRACTOR SHALL COMPLY WITH WITH ALL THE APPLICABLE REQUIREMENTS OF ACT No. 187 OF THE GENERAL ASSEMBLY OF THE COMMONWEALTH OF PENNSYLVANIA, APPROVED NOVEMBER 18, 1996. THE FOLLOWING IS A LIST OF KNOWN PUBLIC UTILITIES LOCATED WITHIN THE PROJECT AREA.

AutoCAD SHX Text %%UCOMMONWEALTH OF PENNSYLVANIA ACT No. 187

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%%UPENNSYLVANIA ONE CALL

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1. OWNER OF RECORD: HOUTZDALE BOROUGH OWNER OF RECORD: HOUTZDALE BOROUGH HOUTZDALE BOROUGH 2. TAX PARCEL: M14-398-97 TAX PARCEL: M14-398-97 M14-398-97 INSTRUMENT NO: 201613942 201613942 SITE ADDRESS: 612 BRISBIN STREET 612 BRISBIN STREET HOUTZDALE, PA 16651 3. ACREAGE: 0.19 ACRE ACREAGE: 0.19 ACRE 0.19 ACRE 4. EXISTING LOT USE: VACANT EXISTING LOT USE: VACANT VACANT 5. PROPOSED LOT USE: PARK PROPOSED LOT USE: PARK PARK 6. BUILDING SETBACKS: 30' FRONT BUILDING SETBACKS: 30' FRONT 30' FRONT 10' REAR 25' SIDE 7. PARKING PROVIDED: 3PARKING PROVIDED: 3

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1. EXISTING INFORMATION WAS DETERMINED BY A FIELD SURVEY BY THE EADS GROUP, EXISTING INFORMATION WAS DETERMINED BY A FIELD SURVEY BY THE EADS GROUP, INC COMPLETED 03-17-2020. CONVENTIONAL SURVEY& GPS METHODS WERE USED TO COLLECT DATA FOR ALL TOPOGRAPHIC FEATURES. 2. PROPERTY AND ROAD RIGHT-OF-WAY INFORMATION IS BASED ON EXISTING CAD PROPERTY AND ROAD RIGHT-OF-WAY INFORMATION IS BASED ON EXISTING CAD FILE. PROPERTY OWNER INFORMATION BASED ON CLEARFIELD COUNTY GIS WEB SERVER 03-30-2020. NO BOUNDARY SURVEY HAS BEEN CONDUCTED. 3. VERTICAL DATUM: ELEVATIONS IS BASED ON NAVD88. ONE VERTICAL BENCHMARK VERTICAL DATUM: ELEVATIONS IS BASED ON NAVD88. ONE VERTICAL BENCHMARK WAS SET DURING THIS SURVEY. TOP OF FLANGE NUT ABOVE 4IN CONNECTION ON FIRE HYDRANT LOCATED ON THE SOUTHEAST CORNER OF HANNAH STREET AND BRISBIN STREET, TBM-1 ELEV = 1525.61 4. HORIZONTAL DATUM: BEARINGS ARE BASED ON NAD83 PA NORTH ZONE- US HORIZONTAL DATUM: BEARINGS ARE BASED ON NAD83 PA NORTH ZONE- US SURVEY FEET 5. BY GRAPHICAL PLOTTING ONLY, THE DESCRIBED SUBJECT PROPERTY DOES NOT LIE BY GRAPHICAL PLOTTING ONLY, THE DESCRIBED SUBJECT PROPERTY DOES NOT LIE WITHIN FLOOD HAZARD AREAS IN ACCORDANCE WITH THE LATEST APPROPRIATE FLOOD INSURANCE RATE MAP. 6. ALL CONSTRUCTION IS TO CONFORM TO THE SPECIFICATIONS OF THE LOCAL ALL CONSTRUCTION IS TO CONFORM TO THE SPECIFICATIONS OF THE LOCAL MUNICIPAL ORDINANCES. 7. ALL UTILITIES SHOWN ON THIS BASE MAP ARE PHYSICALLY LOCATED STRUCTURES ALL UTILITIES SHOWN ON THIS BASE MAP ARE PHYSICALLY LOCATED STRUCTURES AND/OR LINES BASED ON PA ONE CALL MARKINGS. NO UTILITY INFORMATION HAS BEEN DRAFTED FROM EXISTING PLANS. 8. UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE AND IT IS THE UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE AND IT IS THE CONTRACTORS RESPONSIBILITY, AS PER ACT 287, TO CONTACT THE APPROPRIATE UTILITY PROVIDER FOR MORE ACCURATE LOCATION PRIOR TO ANY EXCAVATION. ADDITIONALLY, CONTRACTOR IS TO VERIFY THE EXACT LOCATIONS AND INVERTS OF THESE UTILITIES BY EXPLORATORY EXCAVATIONS AS NEEDED. 9. CONTRACTOR IS TO NOTIFY THE PA ONE CALL SYSTEM (1-800-242-1776) NO LESS CONTRACTOR IS TO NOTIFY THE PA ONE CALL SYSTEM (1-800-242-1776) NO LESS THAN 3 NOR MORE THAN 10 DAYS PRIOR TO BEGINNING EXCAVATION OR DEMOLITION WORK. 10. ALL MATERIALS FOR CONSTRUCTION SHALL CONFORM TO PENNDOT PUBLICATION 408, ALL MATERIALS FOR CONSTRUCTION SHALL CONFORM TO PENNDOT PUBLICATION 408, LATEST EDITION, UNLESS OTHERWISE SPECIFIED. 11. ALL DRAINAGE STRUCTURES SHALL CONFORM TO PENNDOT ROAD CONSTRUCTION ALL DRAINAGE STRUCTURES SHALL CONFORM TO PENNDOT ROAD CONSTRUCTION (RC) STANDARDS AND PADOT PUBLICATION 408, LATEST EDITIONS. 12. EROSION AND SEDIMENTATION CONTROL DEVICES SHALL CONFORM TO PADEP EROSION AND SEDIMENTATION CONTROL DEVICES SHALL CONFORM TO PADEP CHAPTER 102 FOR EROSION CONTROL AND PENNDOT RC-72 CONSTRUCTION DETAILS, LATEST EDITION. 13. CONTRACTOR TO NOTIFY THE COUNTY CONSERVATION DISTRICT NO LESS THAN 10 CONTRACTOR TO NOTIFY THE COUNTY CONSERVATION DISTRICT NO LESS THAN 10 DAYS PRIOR TO BEGINNING ANY EXCAVATION OR DEMOLITION. 14. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE TO PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE TO VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLAN AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES. 15. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. 16. CONSTRUCTION DETAILS ARE PROVIDED AS PART OF THIS CONSTRUCTION PLAN SET. CONSTRUCTION DETAILS ARE PROVIDED AS PART OF THIS CONSTRUCTION PLAN SET. THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING THE DETAILS, WHICH ARE NOT ALWAYS SPECIFICALLY REFERENCED TO THE PLAN SHEETS, AND CONSTRUCTING THE APPROPRIATE DETAILS AS REQUIRED. 17. APPROVAL OF THIS PLAN ONLY AUTHORIZES THE CONSTRUCTION OF THE FACILITIES APPROVAL OF THIS PLAN ONLY AUTHORIZES THE CONSTRUCTION OF THE FACILITIES DEPICTED ON THE PLAN. IT DOES NOT AUTHORIZE THE USE OF THE FACILITY. 18. NO LANDS OR FACILITIES ARE TO BE DEDICATED TO THE MUNICIPALITY AS PART OF NO LANDS OR FACILITIES ARE TO BE DEDICATED TO THE MUNICIPALITY AS PART OF THIS PLAN. 19. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE OWNER. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE OWNER. 20. DO NOT SCALE DRAWINGS FOR CONSTRUCTION PURPOSES. DO NOT SCALE DRAWINGS FOR CONSTRUCTION PURPOSES. 21. CONTRACTOR TO COORDINATE LOCATION OF PROPOSED TELEPHONE, AND CABLE WITH CONTRACTOR TO COORDINATE LOCATION OF PROPOSED TELEPHONE, AND CABLE WITH RESPECTIVE UTILITY COMPANY. 22. CONTRACTOR IS RESPONSIBLE FOR KEEPING PUBLIC STREETS FREE OF DEBRIS AND CONTRACTOR IS RESPONSIBLE FOR KEEPING PUBLIC STREETS FREE OF DEBRIS AND MUD. 23. CONTRACTOR IS REPONSIBLE FOR PROVIDING SIGNING AND TRAFFIC CONTROL IN CONTRACTOR IS REPONSIBLE FOR PROVIDING SIGNING AND TRAFFIC CONTROL IN ACCORDANCE WITH MUTCD AND PENNDOT PUB 212 AND 213. 24. A SITE VISIT REVEALED NO PRESENCE OF WETLANDS WITHIN THE LIMIT OF A SITE VISIT REVEALED NO PRESENCE OF WETLANDS WITHIN THE LIMIT OF DISTURBANCE OF THIS PROJECT. 25. ALL ELECTRIC, TELEPHONE, AND CABLE TO BE INSTALLED UNDERGROUND. ALL ELECTRIC, TELEPHONE, AND CABLE TO BE INSTALLED UNDERGROUND. 26. THE TOWNSHIP ENGINEER IS TO BE NOTIFIED 48 HOURS IN ADVANCE OF THE TOWNSHIP ENGINEER IS TO BE NOTIFIED 48 HOURS IN ADVANCE OF CONSTRUCTION OF THE STORMATER MANGEMENT FACILITIES.

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SOME TYPICAL SYMBOLS MAY NOT APPLY TO THIS PROJECT

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FM

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FORCE MAIN

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TEST PIT

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TP

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STORM SEWER

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STREAM

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%%UEXISTING

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N=240498.468 E=1802018.832 TR 1

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WOODCRAFTERS UNLIMITED INC. 398-00106 R R 1 BOX 83A PLANK ROAD FALLENTIMBER PA

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WOODCRAFTERS UNLIMITED INC. 398-00105 R R 1 BOX 83A PLANK ROAD FALLENTIMBER PA

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VERIZON SERVICES GROUP, INC. 398-00144 PO BOX 152270 IRVING TX

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ANDERSON 398-00096 31 ISLAND WAY #304

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HOUTZDALE BOROUGH 398-00097 704 BRISBIN ST

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KEITH 398-00107 836 RANKIN RD

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SAHLANEY 398-00108 29 SYLVAN OAKS DR

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KASUBICK 398-00095 611 BRISBIN ST

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EXISTING MEMORIAL TO REMAIN UNDISTURBED

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FF=1532.01'

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N=240498.468 E=1802018.832 TR 1

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N=240632.591 E=1802044.012 TR 2

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TOG=1540.94 8IN PVC INV=1538.87

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TOG=1526.74 A 18IN CPP INV=1523.73 B 18IN CPP INV=1523.52

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TOG=1526.43 18IN CPP INV=1523.76

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TOG=1523.25 18IN CPP INV=1519.55

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UCSW

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GUY

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TOR=1539.53 INV=1532.38 (PUMP)

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TOR=1524.21 A 8IN SDR INV=1517.16 B 12IN SDR INV=1517.06

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TOR=1524.45 A 8IN SDR INV=1519.80 B 12IN SDR INV=1519.70

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AutoCAD SHX Text A

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CONCRETE SIDEWALK

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BITUMINOUS SIDEWALK

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CONCRETE SIDEWALK

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BRISBIN STREET SR 0153 (BITUMINOUS)

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BEAVER RUN ALLEY (BITUMINOUS)

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UNDERGROUND TELEPHONE MARKINGS

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DEPRESSED CURB

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GRASS

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GRASS

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GRASS

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ADA PADS

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ADA PADS

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UNDERGROUND TELEPHONE MARKINGS

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STONE WALL

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STONE WALL

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WOODCRAFTERS UNLIMITED INC. 398-00106 R R 1 BOX 83A PLANK ROAD FALLENTIMBER PA

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WOODCRAFTERS UNLIMITED INC. 398-00105 R R 1 BOX 83A PLANK ROAD FALLENTIMBER PA

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VERIZON SERVICES GROUP, INC. 398-00144 PO BOX 152270 IRVING TX

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ANDERSON 398-00096 31 ISLAND WAY #304

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HOUTZDALE BOROUGH 398-00097 704 BRISBIN ST

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KEITH 398-00107 836 RANKIN RD

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SAHLANEY 398-00108 29 SYLVAN OAKS DR

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GRANITE MEMORIAL

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3 SPACES

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HANIDCAP PARKING SIGN

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MATCH EXISTING WALK ELEVATION

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MATCH EXISTING ALLEY ELEVATION

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ASPHALT PARKING

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5" THICK CONC WALK

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AutoCAD SHX Text 130°

AutoCAD SHX Text 2.2'

AutoCAD SHX Text 150°

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TYP

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AutoCAD SHX Text 3:1

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20' DODECAGON GAZEBO FF 1525.84

AutoCAD SHX Text 2%

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AutoCAD SHX Text GAZEBO TO BE FURNISHED AND INSTALLED BY OWNER. ALL OTHER ITEMS ON THE DRAWING TO BE FURNISHED AND INSTALLED BY CONTRACTOR.

AutoCAD SHX Text 15.7'

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CONTRACTOR SHALL INSTALL CONCRETE PAD AND FOUNDATIONS FOR THE GAZEBO

AutoCAD SHX Text 30.0'

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EXISTING SOLAR STREET LIGHT

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SCALE: 1"=10'

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BITUMINOUS PAVEMENT TYPICAL SECTION

NOT TO SCALE

HANDICAP ACCESS SIGN

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HANDICAP PARKING LAYOUT

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DISABLED SYMBOL PAINT STRIPING

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CONCRETE PAVEMENT, WALKS

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CONCRETE PAVEMENT JOINT

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AutoCAD SHX Text NOTE: 1. ALL JOINTS SHALL BE SEALED WITH PG 64S-22 2. BITUMINOUS TACK COAT SHALL BE APPLIED BETWEEN EACH PAVEMENT LAYER.

AutoCAD SHX Text SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, 3< 30 MILLION ESALs, 9.5mm MIX, 1.5" DEPTH, MATCH EXISTING SRL OR GREATER

AutoCAD SHX Text SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 3< 30 MILLION ESALs, 25 mm MIX, 4.5" DEPTH.

AutoCAD SHX Text

NO. 2A COARSE AGGREGATE 2A COARSE AGGREGATE 6" DEPTH (COMPACTED)

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GEOTEXTILE TYPE 4 CLASS A

AutoCAD SHX Text NOTES: 1. SIGNS SHALL BE AS SPECIFIED BY PENNDOT PUBLICATION 236 AND THE SIGNS SHALL BE AS SPECIFIED BY PENNDOT PUBLICATION 236 AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST EDITIONS). 2. THE CONTRACTOR SHALL FURNISH AND INSTALL STEEL POSTS FOR ALL THE CONTRACTOR SHALL FURNISH AND INSTALL STEEL POSTS FOR ALL REQUIRED SIGNS IN ACCORDANCE WITH PENNDOT PUBLICATION 408, SECTION 1103.08, LATEST EDITION. POSTS SHALL BE GALVANIZED IN ACCORDANCE WITH SECTION 1105.02. 3. FASTENERS (I.E. BOLTS, ETC.) REQUIRED TO ATTACH SIGNS TO POST FASTENERS (I.E. BOLTS, ETC.) REQUIRED TO ATTACH SIGNS TO POST SHALL BE STAINLESS OR GALVANIZED STEEL.

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ACCESSIBLE

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VAN

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PARKING

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RESERVED

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VIOLATORS SUBJECT TO FINE AND TOWING MIN.FINE $50 MAX.FINE $200

AutoCAD SHX Text R7-8F

AutoCAD SHX Text R7-8A

AutoCAD SHX Text R7-8

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STEEL SIGN POST, TYPE B

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FINISHED GRADE

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AutoCAD SHX Text 36"

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ANCHOR POST

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BREAK-AWAY SYSTEM

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6" MIN.

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TYP

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H.C. VAN ACCESSIBLE PARKING SIGN: R7-8, R7-8A & R7-8F

AutoCAD SHX Text NOTES: 1. PROVIDE TYPE 1 - CONVENTIONAL TRAFFIC PAINT (COLOR - WHITE) AND DISPENSE IN A WET PROVIDE TYPE 1 - CONVENTIONAL TRAFFIC PAINT (COLOR - WHITE) AND DISPENSE IN A WET FILM THICKNESS OF 15 MILS ± 1 MIL. IN ACCORDANCE WITH PENNDOT PUBLICATION 408, SECTION 962, LATEST EDITION. PAINT SHALL BE PENNDOT APPROVED. 2. NEATLY APPLY PAVEMENT PAINT MARKINGS AT LOCATIONS INDICATED WITH NO OVERSPRAY. NEATLY APPLY PAVEMENT PAINT MARKINGS AT LOCATIONS INDICATED WITH NO OVERSPRAY. USE TEMPLATES AS REQUIRED.

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H.C. PARKING SYMBOL (TYP)

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3'-0" C TO C (TYP)

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4" BLUE LINE (TYP)

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AutoCAD SHX Text NOTES: 1. PAINT STRIPING TO BE PAINT STRIPING TO BE 4" WIDE (COLOR WHITE) 2. SYMBOL TO BE SYMBOL TO BE CENTERED IN PARKING SPACE

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EACH BLOCK REPRESENTS 4"

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THICKNESS

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THICKNESS

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WALL

AutoCAD SHX Text CONCRETE PAVEMENT NOTES: 1. CONCRETE PAVEMENT SHALL BE CLASS S, IN ACCORDANCE WITH PENNDOT PUBLICATION 408 SECTION 704. LATEST CONCRETE PAVEMENT SHALL BE CLASS S, IN ACCORDANCE WITH PENNDOT PUBLICATION 408 SECTION 704. LATEST EDITION. UNLESS OTHERWISE NOTED, CONSTRUCTION OF CONCRETE WALKS SHALL BE IN ACCORDANCE WITH SECTION 676.3. 2. COMPACT SUBGRADE AND SUBBASE AS SPECIFIED IN SECTION 02200. NOTIFY INSPECTOR UPON COMPLETING COMPACT SUBGRADE AND SUBBASE AS SPECIFIED IN SECTION 02200. NOTIFY INSPECTOR UPON COMPLETING SUBGRADE COMPACTION. DO NOT APPLY SUBBASE UNTIL COMPACTION HAS BEEN APPROVED BY THE TESTING AGENCY. 3. DO NOT USE 2x4's FOR FORMING CONCRETE WALKS. 2x4's YIELD A CONCRETE DEPTH OF 3 1/2", WHICH IS DO NOT USE 2x4's FOR FORMING CONCRETE WALKS. 2x4's YIELD A CONCRETE DEPTH OF 3 1/2", WHICH IS UNACCEPTABLE. 4. FURNISH WELDED WIRE FABRIC IN FLAT SHEETS, NOT ROLLS. ACCURATELY PLACE AS DETAILED. CHAIRS SHALL BE FURNISH WELDED WIRE FABRIC IN FLAT SHEETS, NOT ROLLS. ACCURATELY PLACE AS DETAILED. CHAIRS SHALL BE SPACED AT 2'-0" O.C. FOR MESH SUPPORT. 5. PLACE 1/2-INCH PREMOLDED, EXPANSION JOINT MATERIAL FOR THE FULL DEPTH OF THE SIDEWALK, OPPOSITE PLACE 1/2-INCH PREMOLDED, EXPANSION JOINT MATERIAL FOR THE FULL DEPTH OF THE SIDEWALK, OPPOSITE EXPANSION JOINTS IN ADJACENT CURB, BETWEEN THE SIDEWALK AND CURB, AND BETWEEN THE SIDEWALK AND RIGID STRUCTURES AND AT CHANGE IN DIRECTION. 6. EXPANSION JOINTS TO BE TYPICALLY SPACED AT 20'-0" INTERVALS ON WALKS. EXPANSION JOINTS TO BE TYPICALLY SPACED AT 20'-0" INTERVALS ON WALKS. 7. CONTRACTION JOINTS TO BE SPACED TO MATCH EXISTING. CONTRACTION JOINTS TO BE SPACED TO MATCH EXISTING. 8. SPACE JOINTS IN CONCRETE PAVEMENT TO FORM SQUARE OR NEARLY SQUARE PANELS. THE PANEL LENGTH SHALL SPACE JOINTS IN CONCRETE PAVEMENT TO FORM SQUARE OR NEARLY SQUARE PANELS. THE PANEL LENGTH SHALL NOT EXCEED WIDTH BY MORE THAN 25% (MAX. ASPECT RATIO = 1.25:1.00). 9. JOINT SPACING IN IRREGULAR SHAPED AREAS OF PAVEMENT OR PAVEMENT OTHER THAN WALKS SHALL BE IN JOINT SPACING IN IRREGULAR SHAPED AREAS OF PAVEMENT OR PAVEMENT OTHER THAN WALKS SHALL BE IN COMPLIANCE WITH ACCEPTED CONSTRUCTION PRACTICES.

AutoCAD SHX Text

SECTION

AutoCAD SHX Text PAVEMENT THICNESS WALK: CONCRETE-5" SUBBASE-6" DRIVEWAY: CONCRETE-6" SUBBASE-6" NOTE: 1. CROSS SLOPE FOR CROSS SLOPE FOR WALKS SHALL NOT EXCEED 1.9%. 2. LONGITUDINAL LONGITUDINAL SLOPE FOR WALK RAMPS SHALL NOT EXCEED 8.3%.

AutoCAD SHX Text

ISOLATION JOINT W/ SEALANT

AutoCAD SHX Text 6X6-W2.9xW2.9 WELDED WIRE FABRIC (REFER TO NOTE 4), NOT PROVIDED IN STATE ROAD RIGHT-OF-WAYS

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COMPACTED SUBGRADE

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PENNDOT CLASS S (3300 PSI) CONCRETE

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SUBBASE (AASHTO #57)

AutoCAD SHX Text MATCH FINISH OF EXISTING OR ADJACENT SIDEWALK SURFACES. AT A MINIMUM PROVIDE A LIGHT BROOM FINISH.

AutoCAD SHX Text JOINT NOTES: 1. JOINTS SHALL BE TOOLED, NOT SAWCUT.. JOINTS SHALL BE TOOLED, NOT SAWCUT.. 2. JOINT FILLER MATERIAL (@ ALL ISOLATION/EXPANSION JOINTS) SHALL BE CORK, SPONGE RUBBER OR FIBER IN JOINT FILLER MATERIAL (@ ALL ISOLATION/EXPANSION JOINTS) SHALL BE CORK, SPONGE RUBBER OR FIBER IN ACCORDANCE W/ PENNDOT PUBLICATION 408. FOAM BACKER ROD (@ ALL CONTRACTION JOINTS) SHALL BE MANUFACTURED FOR USE IN PAVEMENT AND WALKWAY JOINTS BY THE JOINT SEALANT MANUFACTURER. 3. THE JOINT SEALANT MATERIAL SHALL BE TWO-COMPONENT URETHANE SPECIFICALLY MANUFACTURED FOR USE THE JOINT SEALANT MATERIAL SHALL BE TWO-COMPONENT URETHANE SPECIFICALLY MANUFACTURED FOR USE AS A PAVEMENT JOINT SEALANT. SEALANT SHALL BE TYPE M, GRADE P OR SL, CLASS 25 AND USE T IN ACCORDANCE WITH ASTM C 920. THE CONTRACTOR SHALL CONSULT THE JOINT SEALANT MANUFACTURER FOR USE OF SPECIFIED SEALANT IN JOINTS OF PAVEMENT OR RAMPS WITH SLOPES GREATER THAN 5%. A GUN GRADE JOINT SEALANT WITH A TOOLED FINISHED MAY BE NECESSARY FOR USE AT THESE AREAS. COMPLY WITH MANUFACTURER'S RECOMMENDATIONS. THE SEALANT COLOR SHALL MATCH THE ADJACENT CONCRETE. INSTALL SEALANT, BOND BREAKER TAPE, BACKER ROD/ PREMOLDED JOINT FILLER AS DETAILED AND IN STRICT COMPLIANCE WITH MANUFACTURER'S INSTRUCTIONS. 4. THE TOP OF THE JOINT SEALANT MATERIAL SHALL NOT BE LESS THAN 1/16" NOR MORE THAN 3/16" BELOW THE TOP OF THE JOINT SEALANT MATERIAL SHALL NOT BE LESS THAN 1/16" NOR MORE THAN 3/16" BELOW THE SURFACE OF THE PAVEMENT. 5. CUT ISOLATION JOINT FILLER MATERIAL TO CONFORM TO THE CROSS SECTION OF THE PAVEMENT AND FURNISH CUT ISOLATION JOINT FILLER MATERIAL TO CONFORM TO THE CROSS SECTION OF THE PAVEMENT AND FURNISH IN STRIPS EQUAL TO THE WIDTH OF THE PAVEMENT SLAB. 6. POLYETHYLENE BOND BREAKER TAPE SHALL BE SPECIFICALLY MANUFACTURED FOR THIS APPLICATION AND POLYETHYLENE BOND BREAKER TAPE SHALL BE SPECIFICALLY MANUFACTURED FOR THIS APPLICATION AND RECOMMENDED BY THE SEALANT MANUFACTURER.

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3/16" RADIUS OR BEVEL, TYPICAL

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3/16" RADIUS OR BEVEL, TYPICAL

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PREMOLDED JOINT FILLER MATERIAL FULL DEPTH, (SEE NOTE 2 BELOW)

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CONTRACTION JOINT - TYPICAL (ACTUAL SIZE SHOWN)

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ISOLATION/EXPANSION JOINT - TYPICAL (ACTUAL SIZE SHOWN)

AutoCAD SHX Text 1/4"

AutoCAD SHX Text 1/2"

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3/8" DIA FOAM BACKER ROD - CLOSED CELL (SEE NOTE 2 BELOW)

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POLYETHYLENE BOND BREAKER TAP (SEE NOTE 6)

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TWO-COMPONENT URETHANE SEALANT (SEE NOTES 3 AND 4)

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PREMOLDED JOINT FILLER MATERIAL FULL DEPTH, REFER TO DETAIL

AutoCAD SHX Text 1'-8"

AutoCAD SHX Text 3"

AutoCAD SHX Text 3"

AutoCAD SHX Text 2"

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AutoCAD SHX Text 6X6-W2.9xW2.9 WELDED WIRE REINFORCEMENT

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PENNDOT CLASS S (3300 PSI) CONCRETE, WITH BROOM FINISH

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#3 STIRRUPS WRAPPED AROUND HORIZONTAL BARS, 24" OC

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#4 CONTINUOUS REBAR (1 OF 4)

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CLR

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CLR

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CLR

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CLR

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SAND FILL, COMPACTED TO 95% MODIFIED PROCTOR UNDER 6 MIL VAPOR BARRIER

AutoCAD SHX Text 5x5 POST, WRAPPED

AutoCAD SHX Text 2x3 BOTTOM RAIL

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5" CONC WALK, SLOPE AWAY FROM STRUCTURE AT 2% MAX

AutoCAD SHX Text 3"x3"x3", 10 GA ANGLE FASTEN TO POST WITH (5) #10x 2 " WOOD SCREWS 12" WOOD SCREWS (TYP OF 2 AT EACH LOCATION)

12"x 4" STAINLESS STEEL BOLT SCREW ANCHOR (TYP OF 2 AT EACH LOCATION)

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FF=1532.01'

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N=240498.468 E=1802018.832 TR 1

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N=240632.591 E=1802044.012 TR 2

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TOG=1540.94 8IN PVC INV=1538.87

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TOG=1526.74 A 18IN CPP INV=1523.73 B 18IN CPP INV=1523.52

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TOG=1526.43 18IN CPP INV=1523.76

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TOR=1539.53 INV=1532.38 (PUMP)

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CONCRETE SIDEWALK

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BITUMINOUS SIDEWALK

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CONCRETE SIDEWALK

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BRISBIN STREET SR 0153 (BITUMINOUS)

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HANNAH STREET (BITUMINOUS)

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BEAVER RUN ALLEY (BITUMINOUS)

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UNDERGROUND TELEPHONE MARKINGS

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DEPRESSED CURB

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ADA PADS

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UNDERGROUND TELEPHONE MARKINGS

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STONE WALL

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STONE WALL

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WOODCRAFTERS UNLIMITED INC. 398-00106 R R 1 BOX 83A PLANK ROAD FALLENTIMBER PA

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WOODCRAFTERS UNLIMITED INC. 398-00105 R R 1 BOX 83A PLANK ROAD FALLENTIMBER PA

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VERIZON SERVICES GROUP, INC. 398-00144 PO BOX 152270 IRVING TX

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ANDERSON 398-00096 31 ISLAND WAY #304

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HOUTZDALE BOROUGH 398-00097 704 BRISBIN ST

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KEITH 398-00107 836 RANKIN RD

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KASUBICK 398-00095 611 BRISBIN ST

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GRANITE MEMORIAL

AutoCAD SHX Text 18.0'

AutoCAD SHX Text 20.0'

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TYP

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20' DODECAGON GAZEBO FF 1525.84

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EXISTING SOLAR STREET LIGHT

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LIMITS OF DISTURBANCE

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COMPOST FILTER SOCK

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IP

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AutoCAD SHX Text SOIL LIMITATIONS / RESOLUTIONS: - CORROSIVE TO CONCRETE/STEEL;DEPTH TO CORROSIVE TO CONCRETE/STEEL;DEPTH TO SEASONAL HIGH WATER; LOW STRENGTH/LANDSLIDE PRONE; PIPING; FROST ACTION; SHRINK/SWELL - OBTAIN GEO-TECHNICAL STUDY TO DETERMINE APPROPRIATE RESOLUTIONS - DROUGHTY; POOR SOURCE OF TOPSOIL - APPLY DROUGHTY; POOR SOURCE OF TOPSOIL - APPLY LIME AND FERTILIZER AS NEEDED, RECOMMEND SOIL TESTING, LANDSCAPE AREAS AND PCSM BMPs MAY REQUIRE IRRIGATION - EASILY ERODIBLE - MINIMIZE DISTURBANCE, EASILY ERODIBLE - MINIMIZE DISTURBANCE, INSTALL STABILIZATION IMMEDIATELY AFTER GRADING, USE TEMPORARY STABILIZATION AS NEEDED - FLOODING; HYDRIC/HYDRIC INCLUSIONS - WETLAND FLOODING; HYDRIC/HYDRIC INCLUSIONS - WETLAND INVESTIGATION CONDUCTED, ANY WETLANDS HAVE BEEN DELINEATED ON THE PLAN, THERE WILL BE NO IMPACTS TO WETLAND RESOURCES. - DEPTH TO HIGH WATER; SLOW PERCOLATION; DEPTH TO HIGH WATER; SLOW PERCOLATION; PONDING; WETNESS - INFILTRATION TESTING HAS BEEN CONDUCTED IN AREA OF PCSM BMPs A LOG SHOWING DATES THAT E&S BMPS WERE INSPECTED AS WELL AS ANY DEFICIENCIES FOUND AND THE DATE THEY WERE CORRECTED SHALL BE MAINTAINED ON THE SITE AND BE MADE AVAILABLE TO REGULATORY AGENCY OFFICIALS AT THE TIME OF INSPECTION. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING THE PUBLIC ROAD FREE OF ALL MUD FROM CONSTRUCTION AND DELIVERY VEHICLES. AFTER EACH VEHICLE LEAVES THE SITE, ALL SEDIMENT DEPOSITED ON PUBLIC ROADWAYS MUST BE REMOVED AND RETURNED TO THE CONSTRUCTION SITE FOR DISPOSAL. THE CONTRACTOR SHALL PROVIDE TOPSOIL AND SEEDING FOR ALL DISTURBED AREAS THAT ARE NOT RECEIVING A CONCRETE OR ASPHALT FINISH.

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LEGEND

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LIMIT OF DISTURBANCE

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SOIL BOUNDARY

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SOIL DESIGNATION

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IP

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SEEDING TABLE

STANDARD E&S NOTES

STAGING OF EARTHMOVING ACTIVITIES

RECYCLING MEASURES

GENERAL EROSION CONTROL NOTES

EROSION AND SEDIMENTATION POLLUTION

CONTROL MAINTENANCE SCHEDULE

CONSTRUCTION SEQUENCE

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PURE

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SEED

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BY

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SEEDING

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RATE

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FERTILIZER

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RATE

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(LB.\AC.)

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FERTILIZER

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TYPE

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LIMING

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RATE

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(TON\AC.)

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MULCH

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TYPE

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MULCH

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RATE

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(T.\AC.)

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ANCHOR

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ANCHOR

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SPECIES

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LIVE

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SEED

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WEIGHT

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(LB,\AC.)

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MATERIAL

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RATE

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METHOD

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ANCHOR

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MATERIAL

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TEMPORARY

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ANNUAL

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PERMANENT

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PERENNIAL

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RYEGRASS

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CREEPING

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RED FESCUE

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KENTUCKY

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BLUEGRASS

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RYEGRASS

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STRAW

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STRAW

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EMULSIFIED

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SPRAY

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ASPHALT

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STRAW

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ASPHALT

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STRAW

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SPRAY

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ASPHALT

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GAL.\AC.

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1. THE ENTIRE PROJECT SITE IS LOCATED WITHIN Ur (URBAN LAND-LINDEN COMPLEX) SOIL TYPE. THE ENTIRE PROJECT SITE IS LOCATED WITHIN Ur (URBAN LAND-LINDEN COMPLEX) SOIL TYPE. 2. THE RECEIVING WATERS FOR THE PROJECT IS BEAVER RUN (CWF-MF). THE RECEIVING WATERS FOR THE PROJECT IS BEAVER RUN (CWF-MF). 3. THE TOTAL LIMIT OF DISTURBANCE FOR THE PROJECT IS 0.19 ACRES. THE TOTAL LIMIT OF DISTURBANCE FOR THE PROJECT IS 0.19 ACRES. 4. ALL EARTH DISTURBANCES, INCLUDING CLEARING AND GRUBBING AS WELL AS CUTS ALL EARTH DISTURBANCES, INCLUDING CLEARING AND GRUBBING AS WELL AS CUTS AND FILLS SHALL BE DONE IN ACCORDANCE WITH THE APPROVED E&S PLAN. A COPY OF THE APPROVED DRAWINGS (STAMPED, SIGNED AND DATED BY THE REVIEWING AGENCY) MUST BE AVAILABLE AT THE PROJECT SITE AT ALL TIMES. THE REVIEWING AGENCY SHALL BE NOTIFIED OF ANY CHANGES TO THE APPROVED PLAN PRIOR TO IMPLEMENTATION OF THOSE CHANGES. THE REVIEWING AGENCY MAY REQUIRE A WRITTEN SUBMITTAL OF THOSE CHANGES FOR REVIEW AND APPROVAL AT ITS DISCRETION. 5. AT LEAST 7 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, AT LEAST 7 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, INCLUDING CLEARING AND GRUBBING, THE OWNER AND/OR OPERATOR SHALL INVITE ALL CONTRACTORS, THE LANDOWNER, APPROPRIATE MUNICIPAL OFFICIALS, THEE&S PLAN PREPARER, THE PCSM PLAN PREPARER, THE LICENSED PROFESSIONAL RESPONSIBLE FOR OVERSIGHT OF CRITICAL STAGES OF IMPLEMENTATION OF THE PCSM PLAN, AND A REPRESENTATIVE FROM THE LOCAL CONSERVATION DISTRICT TO AN ON-SITE PRECONSTRUCTION MEETING. 6. AT LEAST 3 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, OR AT LEAST 3 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, OR EXPANDING INTO AN AREA PREVIOUSLY UNMARKED, THE PENNSYLVANIA ONE CALL PREVIOUSLY UNMARKED, THE PENNSYLVANIA ONE CALL SYSTEM INC. SHALL BE NOTIFIED AT 1-800-242-1776 FOR THE LOCATION OF EXISTING UNDERGROUND UTILITIES. 7. ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE SEQUENCE PROVIDED ON THE PLAN DRAWINGS. DEVIATION FROM THAT SEQUENCE MUST BE APPROVED IN WRITING FROM THE LOCAL CONSERVATION DISTRICT OR BY THE DEPARTMENT PRIOR TO IMPLEMENTATION. 8. AREAS TO BE FILLED ARE TO BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL TO AREAS TO BE FILLED ARE TO BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL TO REMOVE TREES, VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL. 9. CLEARING, GRUBBING, AND TOPSOIL STRIPPING SHALL BE LIMITED TO THOSE AREAS CLEARING, GRUBBING, AND TOPSOIL STRIPPING SHALL BE LIMITED TO THOSE AREAS DESCRIBED IN EACH STAGE OF THE CONSTRUCTION SEQUENCE. GENERAL SITE THE CONSTRUCTION SEQUENCE. GENERAL SITE CLEARING, GRUBBING AND TOPSOIL STRIPPING MAY NOT COMMENCE IN ANY STAGE COMMENCE IN ANY STAGE OR PHASE OF THE PROJECT UNTIL THE E&S BMPS SPECIFIED BY THE BMP SEQUENCE FOR THAT STAGE OR PHASE HAVE BEEN INSTALLED AND ARE FUNCTIONING AS DESCRIBED IN THIS E&S PLAN. 10. AT NO TIME SHALL CONSTRUCTION VEHICLES BE ALLOWED TO ENTER AREAS OUTSIDE AT NO TIME SHALL CONSTRUCTION VEHICLES BE ALLOWED TO ENTER AREAS OUTSIDE THE LIMIT OF DISTURBANCE BOUNDARIES SHOWN ON THE PLAN MAPS. THESE AREAS MUST BE CLEARLY MARKED AND FENCED OFF BEFORE CLEARING AND GRUBBING CLEARING AND GRUBBING OPERATIONS BEGIN. 11. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED AT THE LOCATION(S) SHOWN ON THE PLAN MAPS(S) IN THE AMOUNT NECESSARY TO COMPLETE THE FINISH GRADING OF ALL EXPOSED AREAS THAT ARE TO BE STABILIZED BY VEGETATION. EACH STOCKPILE SHALL BE PROTECTED IN THE MANNER SHOWN ON THE PLAN DRAWINGS. STOCKPILE HEIGHTS SHALL NOT EXCEED 35 FEET. STOCKPILE SLOPES SHALL BE 2H:1V OR FLATTER. 12. IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE OPERATOR SHALL IMPLEMENT APPROPRIATE BEST MANAGEMENT PRACTICES TO MINIMIZE THE POTENTIAL FOR EROSION AND SEDIMENT POLLUTION AND NOTIFY THE LOCAL CONSERVATION DISTRICT AND/OR THE REGIONAL OFFICE OF THE DEPARTMENT. 13. ALL BUILDING MATERIALS AND WASTES SHALL BE REMOVED FROM THE SITE AND ALL BUILDING MATERIALS AND WASTES SHALL BE REMOVED FROM THE SITE AND RECYCLED OR DISPOSED OF IN ACCORDANCE WITH THE DEPARTMENT’S SOLID WASTE ACCORDANCE WITH THE DEPARTMENT’S SOLID WASTE S SOLID WASTE MANAGEMENT REGULATIONS AT 25 PA. CODE 260.1 ET271.1, AND 287.1 ET. SEQ. NO BUILDING MATERIALS OR WASTES OR UNUSED BUILDING MATERIALS SHALL BE BURNED, BURIED, DUMPED, OR DISCHARGED AT THE SITE. 14. ALL OFF-SITE WASTE AND BORROW AREAS MUST HAVE AN E&S PLAN APPROVED BY ALL OFF-SITE WASTE AND BORROW AREAS MUST HAVE AN E&S PLAN APPROVED BY THE LOCAL CONSERVATION DISTRICT OR THE DEPARTMENT FULLY IMPLEMENTED DISTRICT OR THE DEPARTMENT FULLY IMPLEMENTED PRIOR TO BEING ACTIVATED. 15. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ANY MATERIAL BROUGHT ON THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ANY MATERIAL BROUGHT ON SITE IS CLEAN FILL. FORM FP-001 MUST BE RETAINED BY THE PROPERTY OWNER FOR ANY FILL MATERIAL AFFECTED BY A SPILL OR RELEASE OF A REGULATED RELEASE OF A REGULATED SUBSTANCE BUT QUALIFYING AS CLEAN FILL DUE TO ANALYTICAL TESTING. 16. ALL PUMPING OF WATER FROM ANY WORK AREA SHALL BE DONE ACCORDING TO THE ALL PUMPING OF WATER FROM ANY WORK AREA SHALL BE DONE ACCORDING TO THE PROCEDURE DESCRIBED IN THIS PLAN, OVER UNDISTURBED VEGETATED AREAS. 17. UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENT BMPS SHALL BE UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENT BMPS SHALL BE MAINTAINED PROPERLY. MAINTENANCE SHALL INCLUDE INSPECTIONS OF ALL EROSION AND SEDIMENT BMPS AFTER EACH RUNOFF EVENT AND ON A WEEKLY BASIS. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR, REPLACEMENT, REGRADING, RESEEDING, REMULCHING AND RENETTING MUST BE PERFORMED IMMEDIATELY. IF THE E&S BMPS FAIL TO PERFORM AS EXPECTED, REPLACEMENT BMPS, OR MODIFICATIONS OF THOSE INSTALLED WILL BE REQUIRED. 18. A LOG SHOWING DATES THAT E&S BMPS WERE INSPECTED AS WELL AS ANY A LOG SHOWING DATES THAT E&S BMPS WERE INSPECTED AS WELL AS ANY DEFICIENCIES FOUND AND THE DATE THEY WERE CORRECTED SHALL BE MAINTAINED THEY WERE CORRECTED SHALL BE MAINTAINED ON THE SITE AND BE MADE AVAILABLE TO REGULATORY AGENCY OFFICIALS AT THE TIME OF INSPECTION. 19. SEDIMENT TRACKED ONTO ANY PUBLIC ROADWAY OR SIDEWALK SHALL BE RETURNED SEDIMENT TRACKED ONTO ANY PUBLIC ROADWAY OR SIDEWALK SHALL BE RETURNED TO THE CONSTRUCTION SITE BY THE END OF EACH WORK DAY AND DISPOSED IN THE MANNER DESCRIBED IN THIS PLAN. IN NO CASE SHALL THE SEDIMENT BE WASHED, SHOVELED, OR SWEPT INTO ANY ROADSIDE DITCH, STORM SEWER, OR SURFACE WATER. 20. ALL SEDIMENT REMOVED FROM BMPS SHALL BE DISPOSED OF IN THE MANNER ALL SEDIMENT REMOVED FROM BMPS SHALL BE DISPOSED OF IN THE MANNER DESCRIBED ON THE PLAN DRAWINGS. DRAWINGS. 21. AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 3 TO 5 INCHES — 6 TO 12 INCHES ON COMPACTED SOILS — PRIOR TO PLACEMENT 6 TO 12 INCHES ON COMPACTED SOILS — PRIOR TO PLACEMENT PRIOR TO PLACEMENT OF TOPSOIL. AREAS TO BE VEGETATED SHALL HAVE A MINIMUM 4 INCHES OF TOPSOIL IN PLACE PRIOR TO SEEDING AND MULCHING. FILL OUTSLOPES SHALL HAVE A MINIMUM OF 2 INCHES OF TOPSOIL. 22. ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, SLIPPAGE, ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, SUBSIDENCE OR OTHER RELATED PROBLEMS. FILL INTENDED TO SUPPORT BUILDINGS, STRUCTURES AND CONDUITS, ETC. SHALL BE COMPACTED IN ACCORDANCE WITH LOCAL REQUIREMENTS OR CODES. 23. ALL EARTHEN FILLS SHALL BE PLACED IN COMPACTED LAYERS NOT TO EXCEED 9 ALL EARTHEN FILLS SHALL BE PLACED IN COMPACTED LAYERS NOT TO EXCEED 9 INCHES IN THICKNESS. 24. FILL MATERIALS SHALL BE FREE OF FROZEN PARTICLES, BRUSH, ROOTS, SOD, OR FILL MATERIALS SHALL BE FREE OF FROZEN PARTICLES, BRUSH, ROOTS, SOD, OR OTHER FOREIGN OR OBJECTIONABLE MATERIALS THAT WOULD INTERFERE WITH OR MATERIALS THAT WOULD INTERFERE WITH OR PREVENT CONSTRUCTION OF SATISFACTORY FILLS. 25. FROZEN MATERIALS OR SOFT, MUCKY, OR HIGHLY COMPRESSIBLE MATERIALS SHALL FROZEN MATERIALS OR SOFT, MUCKY, OR HIGHLY COMPRESSIBLE MATERIALS SHALL NOT BE INCORPORATED INTO FILLS. 26. FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES. FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES. 27. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN ACCORDANCE WITH THE STANDARD AND SPECIFICATION FOR SUBSURFACE DRAIN OR OTHER APPROVED METHOD. 28. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY UPON ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY UPON REACHING FINISHED GRADE. CUT SLOPES IN COMPETENT BEDROCK AND ROCK FILLS NEED NOT BE VEGETATED. SEEDED AREAS WITHIN 50 FEET OF A SURFACE WATER, OR AS OTHERWISE SHOWN ON THE PLAN DRAWINGS, SHALL BE BLANKETED ACCORDING TO THE STANDARDS OF THIS PLAN. 29. IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE IN ANY AREA OR IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE IN ANY AREA OR SUBAREA OF THE PROJECT, THE OPERATOR SHALL STABILIZE ALL DISTURBED AREAS. DURING NON-GERMINATING MONTHS, MULCH OR PROTECTIVE BLANKETING SHALL BE APPLIED AS DESCRIBED IN THE PLAN. AREAS NOT AT FINISHED GRADE, WHICH WILL BE REACTIVATED WITHIN 1 YEAR, MAY BE STABILIZED IN ACCORDANCE WITH THE REACTIVATED WITHIN 1 YEAR, MAY BE STABILIZED IN ACCORDANCE WITH THE TEMPORARY STABILIZATION SPECIFICATIONS. THOSE AREAS WHICH WILL NOT BE REACTIVATED WITHIN 1 YEAR SHALL BE STABILIZED IN ACCORDANCE WITH THE PERMANENT STABILIZATION SPECIFICATIONS. 30. PERMANENT STABILIZATION IS DEFINED AS A MINIMUM UNIFORM, PERENNIAL 70% PERMANENT STABILIZATION IS DEFINED AS A MINIMUM UNIFORM, PERENNIAL 70% VEGETATIVE COVER OR OTHER PERMANENT NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST ACCELERATED EROSION. CUT AND FILL SLOPES SHALL BE CAPABLE OF RESISTING FAILURE DUE TO SLUMPING, SLIDING, OR OTHER MOVEMENTS. 31. E&S BMPS SHALL REMAIN FUNCTIONAL AS SUCH UNTIL ALL AREAS TRIBUTARY TO E&S BMPS SHALL REMAIN FUNCTIONAL AS SUCH UNTIL ALL AREAS TRIBUTARY TO THEM ARE PERMANENTLY STABILIZED OR UNTIL THEY ARE REPLACED BY ANOTHER BMP APPROVED BY THE LOCAL CONSERVATION DISTRICT OR THE DEPARTMENT. 32. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, THE OWNER AND/OR OPERATOR SHALL CONTACT THE LOCAL CONSERVATION DISTRICT FOR AN INSPECTION PRIOR TO REMOVAL/CONVERSION OF THE E&S BMPS. 33. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AND AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AND SEDIMENT BMPS MUST BE REMOVED OR CONVERTED TO PERMANENT POST CONSTRUCTION STORMWATER MANAGEMENT BMPS. AREAS DISTURBED DURING REMOVAL OR CONVERSION OF THE BMPS SHALL BE STABILIZED IMMEDIATELY. IN ORDER TO ENSURE RAPID REVEGETATION OF DISTURBED AREAS, SUCH REMOVAL/CONVERSIONS ARE TO BE DONE ONLY DURING THE GERMINATING SEASON. 34. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, THE OWNER AND/OR OPERATOR SHALL CONTACT THE LOCAL CONSERVATION DISTRICT TO SCHEDULE A FINAL INSPECTION. 35. FAILURE TO CORRECTLY INSTALL E&S BMPS, FAILURE TO PREVENT SEDIMENT-LADEN FAILURE TO CORRECTLY INSTALL E&S BMPS, FAILURE TO PREVENT SEDIMENT-LADEN RUNOFF FROM LEAVING THE CONSTRUCTION SITE, OR FAILURE TO TAKE IMMEDIATE CORRECTIVE ACTION TO RESOLVE FAILURE OF E&S BMPS MAY RESULT IN RESULT IN ADMINISTRATIVE, CIVIL, AND/OR CRIMINAL PENALTIES BEING INSTITUTED BY THE DEPARTMENT AS DEFINED IN SECTION 602 OF THE PENNSYLVANIA CLEAN STREAMS LAW.