14_CUVA224822_MM20_DD_Plan_Set-1.pdf

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CUYAHOGA VALLEY NATIONAL PARK MAP

PMIS NO. 224822

AUGUST 2023

TOWPATH MILE MARKER (MM) 20 SOUTH

BANK STABILIZATION

VICINITY MAP

DESIGN-DEVELOPEMENT

DOCUMENTS

JIM MOYER, P.E.

EVIROSCIENCE ENGINEER

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TO

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CLEVELAND

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(4 MILES)

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BROADWAY

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TINKER

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CREEK

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ROAD

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ALEXANDER RD.

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CREEK

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TINKERS

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CANAL

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ROCKSIDE RD.

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HILLSIDE

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RD.

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CUYAHOGA

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RIVER

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CUYAHOGA CO.

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SUMMIT CO.

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OHIO & ERIE

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CANAL

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VALL

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EY

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VIEW

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ROAD

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TO

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AUR

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ORA

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ROAD

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BRECKSVILLE RD.

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RIVERVIEW

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RD.

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HQ.

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HIGHLAND

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ROAD

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BRANDYWINE

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CREEK

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ROAD

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STANFORD

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VALLEY

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RAILWAY

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SUMMIT CO.

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CUYAHOGA CO.

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SNOWVILLE RD.

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(9 MILES)

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CLEVELAND

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TO

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RESERVATION

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BRECKSVILLE

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BOSTON

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MILLS

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ROAD

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HAPPY

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DAYS

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XELL

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TRU

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RD.

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MAJOR RD.

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OAK HILL

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RD.

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RUN

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FURNACE

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WEYMOUTH

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TO

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WHEATLEY RD.

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EVERETT RD.

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IRA RD.

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BATH

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ROAD

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TO

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AKRON

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ROAD

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AKRON-PENNSULIA

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PARK

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HILLS

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HAMPTON

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CUYAHOGA

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RIVER

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FARM

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HUNT

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NORTH

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HAMPTON

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RD.

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VILLAGE

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EVERETT

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AKRON

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CLEVE

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LAND

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ROAD

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QUICK

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RD.

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STEELS

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CORNERS RD.

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EDUCATION

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ENVIRONMENTAL

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CENTER

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VIRGINIA

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KENDALL

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PARK

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NATIONAL PARK

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CUYAHOGA VALLEY

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AKRON

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CLEVELAND

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LAKE ERIE

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MIDWEST

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SUMMIT/CUYAHOGA

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OHIO

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SUB SHEET NO.

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CUYAHOGA VALLEY NATIONAL PARK

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TITLE OF DRAWING

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LOCATION WITHIN PARK

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NAME OF PARK

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COUNTY

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STATE

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REGION

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DRAWING NO.

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PMIS/PKG NO.

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OF

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MARK

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SHEET

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REVISION

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DATE

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INITIAL

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DESIGNED BY

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CIVIL & ENVIRONMENTAL:

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GPD GROUP

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AKRON, OHIO

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HYDRAULICS & GEOTECHNICAL:

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ENVIROSCIENCE

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STOW, OHIO

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CONTRACTOR:

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RIVERREACH CONSTRUCTION

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BARBERTON, OHIO

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QUALITY DESIGN CERTIFICATION

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PROJECT MANAGER

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DATE

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PREPARED IN ACCORDANCE WITH DESIGN DEVELOPMENT (TITLE I)

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DRAWING NO.

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VARIANCE FROM DESIGN DEVELOPMENT (TITLE I) APPROVED BY SUPERINTENDENT ON

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DATE

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CONSTRUCTION DRAWING NOT PRECEDED BY DESIGN DEVELOPMENT (TITLE I)

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OR

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OR

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100% DRAFT DESIGN-BUILD CONSTRUCTION DOCUMENTS

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UNITED STATES DEPARTMENT OF THE INTERIOR

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NATIONAL PARK SERVICE DENVER SERVICE CENTER

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MM20 SOUTH

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TITLE SHEET

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SCALE OF MILES

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HQ.

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PARK MAP LEGEND

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OHIO & ERIE CANAL (UNWATERED)

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INFORMATION CENTER

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PARK HEADQUARTERS

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RANGER STATION

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VISITOR CENTER

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CREEK

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STATE LINE

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COUNTY LINE

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PAVED ROAD

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PARK BOUNDARY

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SCALE OF MILES

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SCALE OF KILOMETERS

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SCALE: 1" = 5000'

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NORTHEASTERN

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OHIO

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INDEX OF SHEETS

AutoCAD SHX Text SHEET SUB SHEET TITLE OF SHEET SUB SHEET TITLE OF SHEET TITLE OF SHEET 1 [G1] TITLE SHEET [G1] TITLE SHEET TITLE SHEET 2 [G2] GENERAL NOTES & LEGEND [G2] GENERAL NOTES & LEGEND GENERAL NOTES & LEGEND 3 [G3] ACCESS & MAINTENANCE OF TRAFFIC PLAN [G3] ACCESS & MAINTENANCE OF TRAFFIC PLAN ACCESS & MAINTENANCE OF TRAFFIC PLAN 4 [C1] SURVEY CONTROL PLAN [C1] SURVEY CONTROL PLAN C1] SURVEY CONTROL PLAN ] SURVEY CONTROL PLAN SURVEY CONTROL PLAN 5 [C2] EXISTING CONDITIONS PLAN [C2] EXISTING CONDITIONS PLAN C2] EXISTING CONDITIONS PLAN ] EXISTING CONDITIONS PLAN EXISTING CONDITIONS PLAN 6 [C3] EROSION CONTROL NOTES [C3] EROSION CONTROL NOTES EROSION CONTROL NOTES 7 [C4] EROSION CONTROL DETAILS [C4] EROSION CONTROL DETAILS C4] EROSION CONTROL DETAILS ] EROSION CONTROL DETAILS EROSION CONTROL DETAILS 8 [C5] EROSION CONTROL PLAN [C5] EROSION CONTROL PLAN EROSION CONTROL PLAN 9 [C6] PROPOSED GRADING PLAN [C6] PROPOSED GRADING PLAN PROPOSED GRADING PLAN 10-11 [C7-C8] PROPOSED PLAN AND PROFILES [C7-C8] PROPOSED PLAN AND PROFILES PROPOSED PLAN AND PROFILES 12-15 [C9-C12] RIVER CROSS SECTIONS [C9-C12] RIVER CROSS SECTIONS RIVER CROSS SECTIONS 16 [C13] STABILIZATION DETAILS [C13] STABILIZATION DETAILS STABILIZATION DETAILS 17 [L1] LANDSCAPE NOTES & DETAILS [L1] LANDSCAPE NOTES & DETAILS LANDSCAPE NOTES & DETAILS 18 [L2] LANDSCAPE PLAN[L2] LANDSCAPE PLANLANDSCAPE PLAN

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VALLEY TOWPATH MILE MARKER 20 (WORK AREA)

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DATE :

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ACCEPTED BY

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PAGES 1-XX COVERED BY THIS SEAL.

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GENERAL NOTES & LEGEND

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MIDWEST

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SUMMIT/CUYAHOGA

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OHIO

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SUB SHEET NO.

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CUYAHOGA VALLEY NATIONAL PARK

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TITLE OF DRAWING

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LOCATION WITHIN PARK

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NAME OF PARK

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COUNTY

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STATE

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REGION

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DRAWING NO.

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PMIS/PKG NO.

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OF

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DESIGNED:

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DRAWN BY:

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TECH REVIEW:

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DATE:

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JM

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TG

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JB

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MM20 SOUTH

AutoCAD SHX Text BKF BANKFULL ELEVATION BANKFULL ELEVATION B/L BASELINE BASELINE BMPS BEST MANAGEMENT PRACTICES BEST MANAGEMENT PRACTICES C/L CENTERLINE CENTERLINE CONST CONSTRUCTION CONSTRUCTION DND DO NOT DISTURB DO NOT DISTURB EL/ELEV ELEVATION ELEVATION EX EXISTING EXISTING MIN MINIMUM MINIMUM MAX MAXIMUM MAXIMUM NTS NOT TO SCALE NOT TO SCALE OFF OFFSET OFFSET PI POINT OF INTERSECTION POINT OF INTERSECTION PROP PROPOSED PROPOSED STA STATION STATION TW THALWEGTHALWEG

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EXISTING CONTOUR

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PROPERTY LINE

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PROPOSED CONTOUR

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PROPOSED CREEK BASELINE CONSTRUCTION

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EXISTING TREES

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EXISTING CONTROL POINT

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SOIL BORING (#)

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PROPOSED ACCESS ROUTE

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STREAM - EDGE OF WATER

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EXISTING BRUSH LINE/LANDSCAPING

AutoCAD SHX Text GENERAL NOTES THE RIVERBANK STABILIZATION PROJECT DETAILED IN THESE PLANS REPRESENT AN APPROACH BASED ON FIELD SURVEY AND ASSESSMENTS COMPLETED DURING THE WINTER OF 2022. THE PROJECT WILL BE IMPLEMENTED BY THE DESIGN-BUILD TEAM AND MAY VARY FROM THE PLAN BASED ON ACTUAL FIELD CONDITIONS AND MODIFICATIONS NECESSARY TO BEST SUIT THE NEEDS OF THE PROJECT GOALS. ALL RESTORATION\ENHANCEMENT WILL BE COMPLETED WITH THE INTENT OF PROVIDING A STABLE AND FUNCTIONAL RIVERBANK AND ECOLOGICAL SYSTEM. THE CONTRACTOR SHALL PERFORM WORK AS TO NOT DISTURB, DAMAGE OR DESTROY ANY FENCES, LANDSCAPING ITEMS, ETC., UNLESS SPECIFIED. ANY ITEM DAMAGED OR DESTROYED SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. ANY ITEM DISTURBED OR IN CONFLICT WITH THE PROPOSED WORK SHALL BE REMOVED AND RESET AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE MUD FROM VEHICLES USING PUBLIC ROADS. THE CONTRACTOR WILL BE RESPONSIBLE TO CLEAN PUBLIC ROADS, TOWPATH TRAIL AND VALLEY RAILWAY WHERE DIRT AND MUD ARE TRACKED BY THEIR EQUIPMENT. THE CONTRACTOR SHALL KEEP THE CONSTRUCTION AREA CLEAR OF GARBAGE AND OTHER WASTE. ANY SIGNIFICANT CHANGES SHALL BE COORDINATED AND APPROVED BY THE CONTRACTING OFFICER. SITE ACCESS - CONSTRUCTION ACCESS TO THE SITE SHALL BE PROVIDED, AS SHOWN ON THE 'ACCESS & EROSION CONTROL PLAN'. ALL CONSTRUCTION VEHICLES SHALL ACCESS/LEAVE SITE FROM DESIGNATED ACCESS POINTS. NO TREE REMOVAL SHALL BE PERMITTED BETWEEN APRIL 1ST AND SEPTEMBER 3OTH. TREE REMOVAL SHALL NOT BE PERMITTED OUTSIDE THE LIMITS OF WORK INDICATED ON THE PLANS UNLESS AUTHORIZED. EARTHWORK THE CONTRACTOR SHALL PERFORM EARTHWORK GRADING IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ANY UNSUITABLE MATERIALS AND REPLACING WITH SUITABLE MATERIALS. UNLESS OTHERWISE SPECIFIED IN THE PLANS OR SPECIFICATIONS, THE SITE GRADING, EXCAVATION, AND SPECIFICATIONS WETLAND PRESERVATION THE CONTRACTOR SHALL BE RESPONSIBLE TO TAKE THE NECESSARY PRECAUTIONS TO MINIMIZE WETLAND DISTURBANCE WITHIN THE DESIGNATED CONSTRUCTION LIMITS, AS WELL AS MAINTAINING ALL MEASURES THROUGHOUT THE DURATION OF THE PROJECT. NO SITE PREPARATION WORK, INCLUDING DELIVERY OF MATERIALS, SHALL BEGIN IN ANY WETLAND AREAS UNTIL PROTECTION AND TREATMENT [I.E. TIMBER MATS] MEASURES HAVE BEEN AGREED UPON AND COMPLETED. DURING DRY PERIODS, THE CONTRACTOR SHALL KEEP ALL TRAVELED AREAS WATERED REGULARLY OR APPLY OTHER APPROVED DUST CONTROL METHODS TO PREVENT EXCESSIVE DUST ACCUMULATION ON WETLANDS TO BE PRESERVED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO WETLANDS RESULTING FROM EQUIPMENT, INCLUDING FLUID LEAKAGE OR DAMAGE RESULTING FROM EQUIPMENT FAILURE. ANY INCIDENTS OF THIS TYPE SHALL BE REPORTED IMMEDIATELY TO THE OWNER. UPON PROJECT COMPLETION, THE CONTRACTOR SHALL REMOVE ALL EXCESS MATERIALS, SOIL, DEBRIS, AND EQUIPMENT DIRECTLY RELATED TO WETLAND PRESERVATION ACTIVITIES. CLEARING AND GRUBBING THE CONTRACTOR SHALL CLEAR AREAS REQUIRED FOR ACCESS TO SITE AND EXECUTION OF WORK. THE CONTRACTOR SHALL REMOVE TREES, SHRUBS, CLEAR UNDERGROWTH, DEADWOOD, AND SURFACE DEBRIS WITHOUT DISTURBING SUBSOIL. ANY EXISTING AREA THAT WILL BE DISTURBED SHALL HAVE THE TOPSOIL STRIPPED AND STOCKPILED ON SITE FOR REUSE. TREES DEEMED SUITABLE FOR FUTURE RESTORATION USE SHALL BE HARVESTED AND STOCKPILED AT AN APPROVED AREA. ALL OTHER MATERIALS SHALL BE DISPOSED OF AND REMOVED OFF-SITE. GRADING THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY SUBGRADE IS CONTOURED AND COMPACTED AS WELL AS VERIFY BACKFILL HAS BEEN INSPECTED. THE CONTRACTOR SHALL FINE GRADE TO ELIMINATE UNEVEN AREAS AND DEPRESSION BY FOLLOWING CONTOURS, PROFILES, AND CROSS SECTIONS PROVIDED IN THE DESIGN PLANS. THE CONTRACTOR SHALL REMOVE UNUSED STOCKPILES, GRADE AREA TO PREVENT STANDING WATER, PROTECT FROM EROSION, AND STABILIZE. SITE SHALL BE LEFT CLEAN AND RAKED, READY TO RECEIVE LANDSCAPING. UNSUITABLE MATERIALS SHALL BE REMOVED FROM THE PROJECT SITE AND DISPOSED OF AT AN APPROVED AREA. REFER TO THE 'EXCAVATION AND FILL' SPECIFICATION (THIS SHEET) FOR APPROPRIATE COMPACTION REQUIREMENTS. EROSION CONTROL BLANKET THIS WORK SHALL CONSIST OF FURNISHING AND INSTALLING EROSION CONTROL BLANKETS FOR EXPOSED RIVER EMBANKMENTS. MATERIAL SHALL BE 700 SERIES COIR BLANKETS, OR APPROVED EQUAL BY THE OWNER. EROSION CONTROL BLANKETS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS AND WITH ODOT CONSTRUCTION STANDARDS. BLANKETS SHALL BE INSTALLED IMMEDIATELY AFTER SEEDING OPERATIONS HAVE BEEN COMPLETED.

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ABBREVIATIONS

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LEGEND

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PROPOSED LIVE STAKE LIMITS

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PROPOSED GRADING LIMITS

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PROPOSED STAGING AREA

AutoCAD SHX Text EXCAVATION AND FILL PRIOR TO SITE EXCAVATIONS AND FILL PLACEMENT, EXISTING TOPSOIL, TREES, SHRUBS, AND OTHER DELETERIOUS MATERIALS SHALL BE STRIPPED AND GRUBBED. THESE MATERIALS SHALL BE EITHER REMOVED FROM THE SITE OR STOCKPILED IN A DESIGNATED AND APPROVED AREA OF THE SITE. EXCAVATION CONSISTS OF THE REMOVAL OF MATERIAL ENCOUNTERED TO SUBGRADE ELEVATIONS AND, WHERE APPLICABLE, THE REUSE OF DISPOSAL OF MATERIALS REMOVED. THE CONTRACTOR IS RESPONSIBLE TO CONSTRUCT THE PROPOSED GRADES WITH SUITABLE MATERIALS. SUITABLE MATERIALS SHALL BE APPROVED BY A SOILS TECHNICIAN OR SOILS ENGINEER. ON-SITE/IMPORTED FILL, BACKFILL, AND EMBANKMENT MATERIALS SHOULD MEET THE FOLLOWING REQUIREMENTS: UNLESS OTHERWISE SHOWN OR SPECIFIED, FILL, BACKFILL, AND EMBANKMENT MATERIALS SHALL BE EXISTING EXCAVATED SOILS FREE OF DEBRIS LARGER THAN 6-INCHES IN ANY DIMENSION, GRASS, ROOTS, VEGETATION, AND OTHER LARGE DEBRIS FRAGMENTS. MAXIMUM PARTICLE SIZE OF 6 INCHES PLACED IN MAXIMUM 8 INCH LIFTS ON-SITE FILL MATERIALS SHALL BE CAPABLE OF SPECIFIED COMPACTION REQUIREMENTS SOILS IDENTIFIED AS BEING CLASSIFIED AS SILT "ML" PER USCS ASTM D 2487 OR EXHIBITING PLASTIC LIMIT VALUES IN EXCESS OF 25 PERCENT MAY NOT BE SUITABLE FOR PROPER COMPACTION AND SLOPE CONSTRUCTION THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC, FREEZING, AND EROSION. IN THE EVENT FILL MATERIALS BECOME ERODED, RUTTED, SETTLED, OR LOSE COMPACTION DUE TO SUBSEQUENT CONSTRUCTION OPERATIONS OR WEATHER CONDITIONS, THE CONTRACTOR SHALL REPAIR AND RE-ESTABLISH GRADES TO THE SPECIFIED TOLERANCES. THE CONTRACTOR SHALL SCARIFY OR REMOVE AND REPLACE MATERIAL TO DEPTH DIRECTED BY THE ENGINEER AND RESHAPE AND RE-COMPACT AT OPTIMUM MOISTURE CONTENT TO THE REQUIRED DENSITY. CONTRACTOR SHALL RESTORE APPEARANCE, QUALITY, AND CONDITION OF FINISHED SURFACING TO MATCH ADJACENT WORK, AND ELIMINATE EVIDENCE OF RESTORATION TO THE GREATEST EXTENT POSSIBLE. RIPRAP THIS WORK CONSISTS OF FURNISHING ROCK TO BE USED FOR RIVERBANK PROTECTION. THE FOLLOWING SPECIFICATIONS SHALL BE CONSIDERED SUPPLEMENTAL TO THE ODOT CMS FOR MATERIAL SPECIFICATIONS AND CONSTRUCTION STANDARD PROCEDURES UNLESS OTHER SPECIFIED ON THE CONTRACT DRAWINGS. RIPRAP IS DEFINED AS ANGULAR IN SHAPE AND COMPRISED OF SANDSTONE, GRANITE, LIMESTONE OR SIMILAR HARD MATERIAL. FRIABLE MATERIAL OR LOW QUALITY SANDSTONE IS NOT ACCEPTABLE. ANGULAR MATERIAL IS PREFERRED AS IT INCREASES THE INTERLOCKING ABILITY OF THE STONE AND IS LESS LIKELY TO ROLL OR MOVE. RIPRAP SIZING IS DEFINED AS FOLLOWS: ODOT TYPE A RIPRAP: ODOT TYPE A RIPRAP SHALL BE TYPE A DUMPED ROCK FILL AND ROCK CHANNEL PROTECTION AS SPECIFIED IN SECTION 703.19 OF THE ODOT CMS. HARD AND DURABLE QUARRY STONE FREE FROM FRACTURES, BEDDING PLANES, PRONOUNCED WEATHERING, CALCITE INTRUSIONS, EARTH, OR OTHER ADHERENT COATINGS. FREE OF FINES, ROOTS, ORGANIC MATTER, OIL, GREASE, DEBRIS, WOOD, REFUSE, PLASTER, BROKEN CONCRETE WITH EXPOSED REBAR, ASPHALT, TOXIC CONTAMINANTS IN ANYTHING OTHER THAN TRACE QUANTITIES, AND OTHER DELETERIOUS MATTER. AT LEAST 85 PERCENT OF THE TOTAL MATERIAL BY WEIGHT SHALL BE LARGER THAN AN 18-INCH (0.5 M BUT LESS THAN A 30-INCH (0.8 M) SQUARE OPENING AND AT LEAST 50 PERCENT OF THE TOTAL MATERIAL BY WEIGHT LARGER THAN A 24-INCH (0.6 M) SQUARE OPENING. FURNISH MATERIAL SMALLER THAN AN 18-INCH (0.5 M) SQUARE OPENING THAT CONSISTS PREDOMINANTLY OF ROCK SPALLS AND ROCK FINES, AND THAT IS FREE OF SOIL. MINIMUM DIMENSION OF INDIVIDUAL PIECES: NOT LESS THAN 2/3 MAXIMUM DIMENSION. ODOT TYPE B RIPRAP: ODOT TYPE B RIPRAP SHALL BE TYPE B DUMPED ROCK FILL AND ROCK CHANNEL PROTECTION AS SPECIFIED IN SECTION 703.19 OF THE ODOT CMS. HARD AND DURABLE QUARRY STONE FREE FROM FRACTURES, BEDDING PLANES, PRONOUNCED WEATHERING, CALCITE INTRUSIONS, EARTH, OR OTHER ADHERENT COATINGS. FREE OF FINES, ROOTS, ORGANIC MATTER, OIL, GREASE, DEBRIS, WOOD, REFUSE, PLASTER, BROKEN CONCRETE WITH EXPOSED REBAR, ASPHALT, TOXIC CONTAMINANTS IN ANYTHING OTHER THAN TRACE QUANTITIES, AND OTHER DELETERIOUS MATTER. AT LEAST 85 PERCENT OF THE TOTAL MATERIAL BY WEIGHT SHALL BE LARGER THAN A 12-INCH (0.3 M BUT LESS THAN A 24-INCH (0.6 M) SQUARE OPENING AND AT LEAST 50 PERCENT OF THE TOTAL MATERIAL BY WEIGHT LARGER THAN AN 18-INCH (0.5 M) SQUARE OPENING. FURNISH MATERIAL SMALLER THAN A 12-INCH (0.3 M) SQUARE OPENING THAT CONSISTS PREDOMINANTLY OF ROCK SPALLS AND ROCK FINES, AND THAT IS FREE OF SOIL. MINIMUM DIMENSION OF INDIVIDUAL PIECES: NOT LESS THAN 1/3 MAXIMUM DIMENSION.

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TYPE

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SIZE (INCHES)

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1.5-2.5+ FT

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0.25-1.0 FT

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1.0-2.0 FT

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0.5-1.5 FT

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SIZE (FEET)

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RIPRAP SPECIFICATIONS [ODOT PARAMETERS]

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18-30+ IN

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12-24 IN

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6-18 IN

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3-12 IN

AutoCAD SHX Text ODOT TYPE C RIPRAP: ODOT TYPE C RIPRAP SHALL BE TYPE C DUMPED ROCK FILL AND ROCK CHANNEL PROTECTION AS SPECIFIED IN SECTION 703.19 OF THE ODOT CMS. HARD AND DURABLE QUARRY STONE FREE FROM FRACTURES, BEDDING PLANES, PRONOUNCED WEATHERING, CALCITE INTRUSIONS, EARTH, OR OTHER ADHERENT COATINGS. FREE OF FINES, ROOTS, ORGANIC MATTER, OIL, GREASE, DEBRIS, WOOD, REFUSE, PLASTER, BROKEN CONCRETE WITH EXPOSED REBAR, ASPHALT, TOXIC CONTAMINANTS IN ANYTHING OTHER THAN TRACE QUANTITIES, AND OTHER DELETERIOUS MATTER. AT LEAST 85 PERCENT OF THE TOTAL MATERIAL BY WEIGHT SHALL BE LARGER THAN A 6-INCH (150 MM) BUT LESS THAN AN 18-INCH (0.5 M) SQUARE OPENING AND AT LEAST 50 PERCENT OF THE TOTAL MATERIAL BY WEIGHT LARGER THAN A 12-INCH (0.3 M) SQUARE OPENING. FURNISH MATERIAL SMALLER THAN A 6-INCH (150 MM) SQUARE OPENING THAT CONSISTS PREDOMINANTLY OF ROCK SPALLS AND ROCK FINES, AND THAT IS FREE OF SOIL. MINIMUM DIMENSION OF INDIVIDUAL PIECES: NOT LESS THAN 1/3 MAXIMUM DIMENSION. ODOT TYPE D RIPRAP: ODOT TYPE D RIPRAP SHALL BE TYPE D DUMPED ROCK FILL AND ROCK CHANNEL PROTECTION AS SPECIFIED IN SECTION 703.19 OF THE ODOT CMS. HARD AND DURABLE QUARRY STONE FREE FROM FRACTURES, BEDDING PLANES, PRONOUNCED WEATHERING, CALCITE INTRUSIONS, EARTH, OR OTHER ADHERENT COATINGS. FREE OF FINES, ROOTS, ORGANIC MATTER, OIL, GREASE, DEBRIS, WOOD, REFUSE, PLASTER, BROKEN CONCRETE WITH EXPOSED REBAR, ASPHALT, TOXIC CONTAMINANTS IN ANYTHING OTHER THAN TRACE QUANTITIES, AND OTHER DELETERIOUS MATTER. AT LEAST 85 PERCENT OF THE TOTAL MATERIAL BY WEIGHT SHALL BE LARGER THAN A 3-INCH (75 MM) BUT LESS THAN A 12-INCH (0.3 M) SQUARE OPENING AND AT LEAST 50 PERCENT OF THE TOTAL MATERIAL BY WEIGHT LARGER THAN A 6-INCH (150 MM) SQUARE OPENING. FURNISH MATERIAL SMALLER THAN A 3-INCH (75 MM) SQUARE OPENING THAT CONSISTS PREDOMINANTLY OF ROCK SPALLS AND ROCK FINES, AND THAT IS FREE OF SOIL. MINIMUM DIMENSION OF INDIVIDUAL PIECES: NOT LESS THAN 1/3 MAXIMUM DIMENSION. SEE SHEET 16 FOR MIX DESIGN AND PLACEMENT LOCATIONS. 16 FOR MIX DESIGN AND PLACEMENT LOCATIONS. FOR MIX DESIGN AND PLACEMENT LOCATIONS. SEEDING SEEDING SHALL CONFORM WITH THE INFORMATION PROVIDED ON THE SEEDING NOTES AND DETAILS SHEET, LOCATED WITHIN THE CONTRACT DRAWINGS. LIVE STAKES LIVE STAKES SHALL CONFORM WITH THE INFORMATION PROVIDED ON THE SEEDING NOTES AND DETAILS SHEET, LOCATED WITHIN THE CONTRACT DRAWINGS. UTILITIES THROUGH FIELD INVESTIGATION AND COORDINATION WITH THE OHIO UTILITIES PROTECTION SERVICE (OUPS), THE FOLLOWING UTILITIES WERE FOUND WITHIN THE PROJECT LIMITS AND HAVE BEEN IDENTIFIED WITHIN THE CONTRACT DRAWINGS: FIBER OPTIC LINE-UTILITY OWNER UNKNOWN

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EXISTING WETLAND

PROJECT DESCRIPTION THE VALLEY TOWPATH MILE MARKER 20 BANK STABILIZATION PROJECT ALONG THE CUYAHOGA RIVER WILL INCLUDE SELECT CLEARING OF THE BANKS, REBUILDING BANKS USING A COMBINATION OF ROCK AND BIO-ENGINEERED ARMORING, PLANTING NATIVE VEGETATION TO STABILIZE THE SOIL, AND RESTORATION OF THE CONSTRUCTION SITE AND EQUIPMENT ACCESS ROUTES, AS NECESSARY. WHEN ON SITE, THE CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMP'S) IN ACCORDANCE WITH OHIO EPA. BMP ACTIVITIES SHALL ALSO BE CONDUCTED IN COMPLIANCE WITH THE NATIONAL PARK SERVICE. THE VARIABILITY OF EROSION AND SEDIMENT CONTROL BMP'S MAY BE MODIFIED AS APPROPRIATE TO COMPLETE THE NECESSARY RESTORATION ACTIVITIES.

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PROP. STAGING AREA

PROP. GRADING LIMITS

PROP. ACCESS ROUTE

CONSTRUCTION ZONE AHEAD

USE EXTRA CAUTION

PADDLE RIVER CENTER

CONSTRUCTION

ENTRANCE

APPROXIMATE LOCATION FOR RIVER

CONSTRUCTION ZONE SIGN,

SEE DETAIL THIS SHEET.

APPROXIMATE RIVERBANK

ENTRANCE LOCATION

PROP. ACCESS ROUTE TO BE

CONSTRUCTED WITH TIMBERMATS

(MIN. 16' WIDTH)

CONSTRUCTION

AHEAD

CAUTION

HEAVY

EQUIPMENT

CROSSING

APPROXIMATE LOCATION FOR

HEAVY EQUIPMENT CROSSING SIGN,

SEE DETAIL THIS SHEET.

APPROXIMATE LOCATION FOR CONSTRUCTION AHEAD SIGN,

SEE DETAIL THIS SHEET.

PROPOSED RIVER

CROSSING LOCATION

PROP. ACCESS ROUTE

[DND]

APPROXIMATE LOCATION FOR

CONSTRUCTION ENTRANCE SIGN,

SEE DETAIL THIS SHEET.

APPROXIMATE LOCATION FOR CONSTRUCTION AHEAD SIGN,

SEE DETAIL THIS SHEET.

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FIBEROPTIC (PER MARKINGS

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FIBER-OPTIC LINE EXPOSED IN RIVER

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PPN: 4300008 UNITED STATES OF AMERICA

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PPN: 4300018 UNITED STATES OF AMERICA

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MIDWEST

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SUMMIT/CUYAHOGA

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OHIO

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SUB SHEET NO.

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CUYAHOGA VALLEY NATIONAL PARK

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TITLE OF DRAWING

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LOCATION WITHIN PARK

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NAME OF PARK

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COUNTY

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STATE

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REGION

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DRAWING NO.

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PMIS/PKG NO.

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OF

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DESIGNED:

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DRAWN BY:

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TECH REVIEW:

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DATE:

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JM

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TG

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JB

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AutoCAD SHX Text August 2023

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MM20 SOUTH

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ACCESS & MAINTENENCE OF TRAFFIC PLAN

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GRAPHIC SCALE IN FEET

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CUYAHOGA RIVER

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FOR GENERAL LEGEND, SEE SHEET 22

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RIVER CONSTRUCTION ZONE SIGN SCALE: NTS

AutoCAD SHX Text RIVER CONSTRUCTION ZONE SIGN NOTES SIGN TO BE ATTACHED TO 4" POSTS. SIGN TO BE WHITE WITH RED BOLD LETTERING. FACING UPSTREAM

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CONSTRUCTION ENTRANCE SIGN SCALE: NTS

AutoCAD SHX Text CONSTRUCTION ENTRANCE SIGN NOTES SIGN TO BE PLACED ON STAND. SIGN TO BE ORANGE WITH BLACK BOLD LETTERING

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PROPERTY LINE

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PROPOSED ACCESS ROUTE

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PROPOSED GRADING LIMITS

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PROPOSED STAGING AREA

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EXISTING WETLAND

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LEGEND

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PROPOSED MAINTENANCE OF TRAFFIC SIGN

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CONSTRUCTION AHEAD SIGN SCALE: NTS

AutoCAD SHX Text CONSTRUCTION AHEAD SIGN NOTES SIGN TO BE PLACED ON STAND. SIGN TO BE ORANGE WITH BLACK BOLD LETTERING

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HEAVY EQUIPMENT CROSSING SIGN SCALE: NTS

AutoCAD SHX Text CAUTION HEAVY EQUIPMENT CROSSING NOTES SIGN TO BE PLACED ON STAND. SIGN TO BE ORANGE WITH BLACK BOLD LETTERING

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EX. FIBER OPTIC

ABANDONED STANFORD RD.

PC Sta. 2+54.27

PC Sta. 4+83.34

PT Sta. 4+78.21

PT Sta. 5+70.71

PI Sta. 9+40.14 Δ = No Curve

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PROP. RIVER B/L CONSTRUCTION

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AGGREGATE TOWPATH TRAIL

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WATER'S EDGE

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WATER'S EDGE

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EDGE

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WATER'S EDGE

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WATER'S EDGE

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RIP-RAP

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RIP-RAP

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FIBEROPTIC (PER MARKINGS

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FIBER-OPTIC LINE EXPOSED IN RIVER

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PPN: 4300008 UNITED STATES OF AMERICA

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PPN: 4300018 UNITED STATES OF AMERICA

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WATER'S

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MIDWEST

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SUMMIT/CUYAHOGA

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OHIO

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SUB SHEET NO.

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CUYAHOGA VALLEY NATIONAL PARK

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AutoCAD SHX Text 176923

AutoCAD SHX Text 224822

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TITLE OF DRAWING

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LOCATION WITHIN PARK

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NAME OF PARK

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COUNTY

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STATE

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REGION

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DRAWING NO.

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PMIS/PKG NO.

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OF

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DESIGNED:

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DRAWN BY:

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TECH REVIEW:

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DATE:

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JM

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TG

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JB

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AutoCAD SHX Text August 2023

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MM20 SOUTH

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SURVEY CONTROL PLAN

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AutoCAD SHX Text SURVEYING PARAMETERS USE THE FOLLOWING VERTICAL AND HORIZONTAL POSITIONING PARAMETERS FOR ALL SURVEYING: PROJECT CONTROL POSITIONING METHOD: ODOT VRS ODOT VRS MONUMENT TYPE: B B VERTICAL POSITIONING ORTHOMETRIC HEIGHT HEIGHT DATUM: NAVD88 NAVD88 NAVD88 GEOID: GEOID 12B GEOID 12B HORIZONTAL POSITIONING REFERENCE FRAME: NAD83 (2011) NAD83 (2011) ELLIPSOID: GRS80 GRS80 MAP PROJECTION: LAMBERT CONFORMAL CONIC LAMBERT CONFORMAL CONIC COORDINATE SYSTEM: OHIO STATE PLANE - NORTH OHIO STATE PLANE - NORTH COMBINED SCALE FACTOR, TO GO FROM GRID TO GROUND: 1.0000000000 1.0000000000 [UNITS ARE IN U.S. SURVEY FEET]

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GRAPHIC SCALE IN FEET

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CUYAHOGA RIVER

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FOR GENERAL LEGEND, SEE SHEET 22

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PROPERTY LINE

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PROPOSED CREEK BASELINE CONSTRUCTION

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STREAM - EDGE OF WATER

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LEGEND

FLOW

0+00

1+00

2+00

3+00 4+00

5+

6+

7+

8+

9+

10+00

11+00

NOTES:

1. EX. WETLANDS WILL BE FLAGGED PRIOR TO THE START

OF CONSTRUCTION.

LEGEND

PROPERTY LINE

EX. CONTOURS

EX. THALWEG

EX. TOP OF BANK

EX. TOE OF SLOPE

EX. WOODED AREA

DISTURBANCE LIMITS

EX. SPOIL AREA

EX. TEMP. STOCKPILE

STAGING AREA

EX. DELINEATED

WETLAND

EX. CULVERT TO BE

REMOVED

EX. PAVEMENT TO BE

REMOVED

EX. TREE TO REMAIN

EX. TREE TO BE

REMOVED (REUSE)

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PROP. RIVER B/L CONSTRUCTION

[PORTIONS TO BE REMOVED]

[DND]

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AGGREGATE TOWPATH TRAIL

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AGGREGATE TOWPATH TRAIL

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WATER'S EDGE

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WATER'S EDGE

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EDGE

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WATER'S EDGE

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WATER'S EDGE

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RIP-RAP

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RIP-RAP

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FIBEROPTIC (PER MARKINGS

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FIBER-OPTIC LINE EXPOSED IN RIVER

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PPN: 4300008 UNITED STATES OF AMERICA

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PPN: 4300018 UNITED STATES OF AMERICA

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WATER'S

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GRAPHIC SCALE IN FEET

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MIDWEST

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SUMMIT/CUYAHOGA

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OHIO

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SUB SHEET NO.

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CUYAHOGA VALLEY NATIONAL PARK

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AutoCAD SHX Text 176923

AutoCAD SHX Text 224822

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TITLE OF DRAWING

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LOCATION WITHIN PARK

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NAME OF PARK

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COUNTY

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STATE

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REGION

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DRAWING NO.

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PMIS/PKG NO.

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OF

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DESIGNED:

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DRAWN BY:

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TECH REVIEW:

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DATE:

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JM

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TG

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JB

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AutoCAD SHX Text August 2023

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MM20 SOUTH

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EX. CONDITIONS PLAN

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CUYAHOGA RIVER

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EX. EDGE OF WATER

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SOIL BORING (MMT-3)

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EX. FIBER OPTIC

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PROPOSED CREEK BASELINE CONSTRUCTION

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STREAM - EDGE OF WATER

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SOIL BORING (MMT-2)

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SOIL BORING (MMT-1)

EX. RIP RAP

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MIDWEST

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SUMMIT/CUYAHOGA

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OHIO

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SUB SHEET NO.

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CUYAHOGA VALLEY NATIONAL PARK

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AutoCAD SHX Text 176923

AutoCAD SHX Text 224822

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TITLE OF DRAWING

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LOCATION WITHIN PARK

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NAME OF PARK

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COUNTY

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STATE

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REGION

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DRAWING NO.

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PMIS/PKG NO.

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OF

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DESIGNED:

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DRAWN BY:

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TECH REVIEW:

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DATE:

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JM

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TG

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JB

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MM20 SOUTH

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EROSION CONTROL NOTES

AutoCAD SHX Text C-3

AutoCAD SHX Text SITE INSPECTIONS SHALL BE DONE WEEKLY AND AFTER EVERY RAINFALL EVENT EXCEEDING 1/2" OF RAINFALL. ALL NECESSARY REPAIRS SHOULD BE IMPLEMENTED IMMEDIATELY AFTER SUCH INSPECTIONS. ONLY A QUALIFIED INSPECTION PERSONNEL IS TO PERFORM INSPECTIONS. INSPECTOR SHALL BE RESPONSIBLE FOR PREPARING AND SIGNING WEEKLY AND ALL INTERMEDIATE EROSION CONTROL INSPECTION REPORTS AFTER EVERY INSPECTION. SUCH REPORTS SHALL BE MADE AVAILABLE TO CONTRACTING OFFICER, ENGINEER, AND CITY / STATE OFFICIALS UPON THEIR REQUEST. SUCH REPORTS SHALL BE KEPT FOR 3 YEARS AFTER TERMINATION OF CONSTRUCTION ACTIVITIES.

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BMP 1

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BMP 2

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BMP 3

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BMP 4

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BMP 5

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STORMWATER MANAGEMENT BMPS

AutoCAD SHX Text CONSTRUCTION SITE POLLUTION - EROSION CONTROL NOTES 1. THESE CONTRACT DRAWINGS SHALL BE MADE AVAILABLE ON SITE AT ALL TIMES AND PRESENTED UPON REQUEST. IF UNFORESEEN THESE CONTRACT DRAWINGS SHALL BE MADE AVAILABLE ON SITE AT ALL TIMES AND PRESENTED UPON REQUEST. IF UNFORESEEN STORM WATER POLLUTION IS ENCOUNTERED, ADDITIONAL EROSION CONTROL MEASURES SHALL BE IMPLEMENTED TO MANAGE THE CURRENT SITE CONDITIONS WHICH MAY BE REQUESTED BY THE CONTRACTING OFFICER OR PROJECT ENGINEER AT ANYTIME. SUCH REQUESTS AND CHANGE IN SITE CONDITIONS SHALL BE IMPLEMENTED IMMEDIATELY. 2. ALL EROSION CONTROL MEASURES WILL BE INSTALLED BEFORE ANY OTHER EARTH MOVING OCCURS. ALL EROSION CONTROL MEASURES WILL BE INSTALLED BEFORE ANY OTHER EARTH MOVING OCCURS. 3. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AS SHOWN OR NOTED IN THESE PLANS. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AS SHOWN OR NOTED IN THESE PLANS. 4. EROSION CONTROL MEASURES SHALL BE INSTALLED AROUND ALL DIRT OR TOPSOIL STOCKPILES AND OTHER TEMPORARILY EROSION CONTROL MEASURES SHALL BE INSTALLED AROUND ALL DIRT OR TOPSOIL STOCKPILES AND OTHER TEMPORARILY DISTURBED AREAS AS SHOWN ON THESE PLANS AND AS DIRECTED BY THE ENGINEER OR CONTRACTING OFFICER. 5. CONSTRUCTION ENTRANCES, AND SILT PERIMETER CONTROLS SHALL REMAIN IN PLACE UNTIL A GOOD STAND OF PERMANENT CONSTRUCTION ENTRANCES, AND SILT PERIMETER CONTROLS SHALL REMAIN IN PLACE UNTIL A GOOD STAND OF PERMANENT NATIVE SEED HAS BEEN OBTAINED AND/OR OPERATIONS ARE COMPLETE. CONTRACTOR SHALL KEEP SILT FROM ENTERING ANY STORM DRAINAGE SYSTEM. ONCE SITE HAS BEEN COMPLETELY STABILIZED, ANY SILT IN PIPES AND DRAINAGE SWALES SHALL BE REMOVED WITHIN 10 DAYS. 6. UTILITY COMPANIES MUST COMPLY WITH ALL EROSION CONTROL MEASURES AS DEFINED ON THE EROSION CONTROL PLANS, DETAILS UTILITY COMPANIES MUST COMPLY WITH ALL EROSION CONTROL MEASURES AS DEFINED ON THE EROSION CONTROL PLANS, DETAILS AND NOTES. 7. ALL EXISTING WATER COURSES WITHIN THE PROJECT LIMITS SHALL BE TEMPORARILY PROTECTED DURING LAND CLEARING AND ALL EXISTING WATER COURSES WITHIN THE PROJECT LIMITS SHALL BE TEMPORARILY PROTECTED DURING LAND CLEARING AND GRADING OPERATIONS. SOILS WITHIN 50 FEET OF SAID WATER COURSES SHALL BE STABILIZED WITHIN 2 DAYS OF THE INITIAL CLEARING / GRADING OPERATION AS SHOWN ON PLANS. 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN ALL SEDIMENTATION AND EROSION CONTROL ITEMS AT ALL TIMES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN ALL SEDIMENTATION AND EROSION CONTROL ITEMS AT ALL TIMES. 9. DUST CONTROL SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. IF POSSIBLE GRADING SHALL BE DONE BY PHASING. IF DUST CONTROL SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. IF POSSIBLE GRADING SHALL BE DONE BY PHASING. IF PHASING IS NOT AN OPTION, DUST SHALL BE CONTROLLED WITH WATER DURING EARTHWORK. 10. ANY DISCHARGE OF HAZARDOUS MATERIALS / REGULATED SUBSTANCES ONTO A PERVIOUS SURFACE SHALL BE LEGALLY REMOVED ANY DISCHARGE OF HAZARDOUS MATERIALS / REGULATED SUBSTANCES ONTO A PERVIOUS SURFACE SHALL BE LEGALLY REMOVED AND PROPERLY TREATED OR PROPERLY DISPOSED OF, OR OTHERWISE REMEDIATED, SO THAT NO CONTAMINATION FROM THE DISCHARGE REMAINS ON-SITE. 11. IN THE EVENT OF HAZARDOUS MATERIALS / REGULATED SUBSTANCES SPILLS (25 OR MORE GALLONS OR ENOUGH TO CAUSE A IN THE EVENT OF HAZARDOUS MATERIALS / REGULATED SUBSTANCES SPILLS (25 OR MORE GALLONS OR ENOUGH TO CAUSE A SHEEN), THE CONTRACTOR MUST CONTACT THE OHIO EPA (1-800-282-9378), THE LOCAL FIRE DEPARTMENT, SUMMIT COUNTY LOCAL EMERGENCY PLANNING COMMITTEE (330-643-2522), THE CONTRACTING OFFICER, AND CUYAHOGA VALLEY NATIONAL PARK EMERGENCY SERVICES (440-546-5945) WITHIN 30 MINUTES. CONTACT INFORMATION BELOW: CUYAHOGA VALLEY NATIONAL PARK EMERGENCY SERVICES 440-546-5945 10340 RIVERVIEW ROAD BRECKSVILLE, OH 44141 SUMMIT COUNTY LOCAL EMERGENCY PLANNING COMMITTEE (330) 643-2522 175 S. MAIN ST. AKRON, OH 44308 SAGAMORE HILLS TWP FIRE DEPARTMENT (330) 468-1234 11550 VALLEY VIEW RD. SAGAMORE HILLS, OH 44067 12. IF CONDITIONS ARE SUCH THAT MUD IS COLLECTING ON VEHICLE TIRES, THE TIRES MUST BE CLEANED BEFORE THE VEHICLES IF CONDITIONS ARE SUCH THAT MUD IS COLLECTING ON VEHICLE TIRES, THE TIRES MUST BE CLEANED BEFORE THE VEHICLES ENTER THE PUBLIC ROADWAY. THE SITE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT THE TRACKING OR FLOW OF MUD ONTO THE PUBLIC RIGHT-OF-WAY. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO THE ROADWAY MUST BE REMOVED PROMPTLY. 13. IF NECESSARY, THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR IF NECESSARY, THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 14. IF NECESSARY, ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BE REMOVED OR IF NECESSARY, ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN ANY ROAD RIGHT OF WAY DURING CONSTRUCTION. 15. CONTRACTOR IS RESPONSIBLE FOR PLACING AND MAINTAINING CONSTRUCTION FENCE, SIGNS, ETC. TO WARN AND KEEP PEOPLE CONTRACTOR IS RESPONSIBLE FOR PLACING AND MAINTAINING CONSTRUCTION FENCE, SIGNS, ETC. TO WARN AND KEEP PEOPLE OFF SITE FOR THE DURATION OF THE PROJECT. IF AN EXISTING FENCE IS PARTIALLY AROUND THE PERIMETER OF THE SITE IT COULD BE UTILIZED AS A CONSTRUCTION FENCE DURING INFRASTRUCTURE WORK. 16. IF, FOR ANY REASON, THE PROJECT IS SUSPENDED, THE CONTRACTOR SHALL ENSURE THAT ALL INSTALLED EROSION MEASURES IF, FOR ANY REASON, THE PROJECT IS SUSPENDED, THE CONTRACTOR SHALL ENSURE THAT ALL INSTALLED EROSION MEASURES ARE FUNCTIONING AND PROPERLY MAINTAINED DURING THIS PERIOD, AND THAT ALL BARE SOILS ARE SEEDED AND MULCHED WITH TEMPORARY SEED MIXTURE. 17. PERIMETER CONTROLS SHALL BE INSTALLED/IMPLEMENTED PER THE CONSTRUCTION SEQUENCE IN THIS PLAN SET (AS REQUIRED). PERIMETER CONTROLS SHALL BE INSTALLED/IMPLEMENTED PER THE CONSTRUCTION SEQUENCE IN THIS PLAN SET (AS REQUIRED). IN AREAS WHERE THE PLANS DO NOT SPECIFY, OR AREAS WHICH ARE IN ADDITION TO PLAN SPECIFICATIONS, PERIMETER CONTROLS SHALL BE INSTALLED/IMPLEMENTED WITHIN 7 DAYS OF GRUBBING ACTIVITIES AND PRIOR TO GRADING OF THE AREA THEY WILL CONTROL. 18. SPILL REPORTING REQUIREMENTS: SPILLS ON PAVEMENT SHALL BE ABSORBED WITH SAWDUST OR KITTY LITTER AND DISPOSED OF SPILL REPORTING REQUIREMENTS: SPILLS ON PAVEMENT SHALL BE ABSORBED WITH SAWDUST OR KITTY LITTER AND DISPOSED OF WITH THE TRASH AT A LICENSED SANITARY LAND FIILL. HAZARDOUS MATERIALS / REGULATED SUBSTANCES OR INDUSTRIAL WASTES SUCH AS MOST SOLVENTS, GASOLINE, OIL-BASED PAINTS, AND CEMENT CURING COMPOUNDS REQUIRE SPECIAL HANDLING. SPILLS SHALL BE REPORTED TO OHIO EPA (1-800-282-9378). SPILLS OF 25 GALLONS OR MORE OR ENOUGH TO CAUSE A SHEEN SHALL BE REPORTED TO OHIO EPA, THE LOCAL FIRE DEPARTMENT (330-655-2257), THE LOCAL EMERGENCY PLANNING COMMITTEE (330-643-2522), THE CONTRACTING OFFICER, AND CUYAHOGA VALLEY NATIONAL PARK SERVICES (440-546-5945) WITHIN 30 330-643-2522), THE CONTRACTING OFFICER, AND CUYAHOGA VALLEY NATIONAL PARK SERVICES (440-546-5945) WITHIN 30 WITHIN 30 MINUTES OF THE DISCOVERY OF THE RELEASE. ALL SPILLS WHICH CONTACT WATERS OF THE STATE MUST BE REPORTED TO OHIO EPA. 19. HAZARDOUS MATERIALS/REGULATED SUBSTANCES. IF SUBSTANCES SUCH AS OIL, DIESEL FUEL, HYDRAULIC FLUID, ANTIFREEZE, ETC. HAZARDOUS MATERIALS/REGULATED SUBSTANCES. IF SUBSTANCES SUCH AS OIL, DIESEL FUEL, HYDRAULIC FLUID, ANTIFREEZE, ETC. ARE SPILLED, LEAKED, OR RELEASED ONTO THE SOIL, THE SOIL SHOULD BE DUG UP AND DISPOSED OF AT A LICENSED SANITARY LAND FILL OR OTHER APPROVED PETROLEUM CONTAMINATED SOIL REMEDIATION FACILITY (NOT A CONSTRUCTION/DEMOLITION DEBRIS LAND FILL). NOTE THOSE STORM WATER RUNOFFS ASSOCIATED WITH CONTAMINATED SOILS ARE NOT AUTHORIZED UNDER OHIO EPA'S GENERAL STORM WATER PERMIT ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 20. OPEN BURNING. NO MATERIALS CONTAINING RUBBER, GREASE, ASPHALT, OR PETROLEUM PRODUCTS, SUCH AS TIRES, AUTO PARTS, OPEN BURNING. NO MATERIALS CONTAINING RUBBER, GREASE, ASPHALT, OR PETROLEUM PRODUCTS, SUCH AS TIRES, AUTO PARTS, . NO MATERIALS CONTAINING RUBBER, GREASE, ASPHALT, OR PETROLEUM PRODUCTS, SUCH AS TIRES, AUTO PARTS, NO MATERIALS CONTAINING RUBBER, GREASE, ASPHALT, OR PETROLEUM PRODUCTS, SUCH AS TIRES, AUTO PARTS, PLASTICS OR PLASTIC COATED WIRE MAY BE BURNED (OAC 3745-19). OPEN BURNING IS NOT ALLOWED IN RESTRICTED AREAS, AS FOLLOWS: 1) WITHIN CORPORATION LIMITS WITHIN CORPORATION LIMITS 2) WITHIN 1000 FEET OUTSIDE A MUNICIPAL CORPORATION HAVING A POPULATION OF 1,000 TO 10,000 WITHIN 1000 FEET OUTSIDE A MUNICIPAL CORPORATION HAVING A POPULATION OF 1,000 TO 10,000 3) A ONE MILE ZONE OUTSIDE OF A CORPORATION OF 10, 000 OR MORE. OUTSIDE OF RESTRICTED AREAS. A ONE MILE ZONE OUTSIDE OF A CORPORATION OF 10, 000 OR MORE. OUTSIDE OF RESTRICTED AREAS. NO OPEN BURNING IS ALLOWED WITHIN 1000 FEET OF AN INHABITED BUILDING ON ANOTHER PROPERTY. OPEN BURNING IS PERMISSIBLE IN A RESTRICTED AREA FOR: HEATING TAR, WELDING, SMUDGE POTS AND SIMILAR OCCUPATIONAL NEEDS, AND HEATING FOR WARMTH OR OUTDOOR BARBEQUES. OUTSIDE OF RESTRICTED AREAS, OPEN BURNING IS PERMISSIBLE FOR LANDSCAPE OR LAND-CLEARING WASTES (PLANT MATERIAL, WITH PRIOR WRITTEN PERMISSION FROM OHIO EPA), AND AGRICULTURAL WASTES, EXCLUDING BUILDINGS. 26. DUST CONTROL OR DUST SUPPRESSANTS SHALL BE USED TO PREVENT NUISANCE CONDITIONS, IN ACCORDANCE WITH THE DUST CONTROL OR DUST SUPPRESSANTS SHALL BE USED TO PREVENT NUISANCE CONDITIONS, IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS AND IN A MANNER, WHICH PREVENT A DISCHARGE TO WATERS OF THE STATE. SUFFICIENT DISTANCE MUST BE PROVIDED BETWEEN APPLICATIONS AND NEARBY BRIDGES, CATCH BASINS, AND OTHER WATERWAYS. APPLICATION (EXCLUDING WATER) MAY NOT OCCUR WHEN RAIN IS IMMINENT AS NOTED IN THE SHORT TERM FORECAST. USED OIL MAY NOT BE APPLIED FOR DUST CONTROL. 27. PROCESS WASTE WATER/LEACHATE MANAGEMENT. OHIO EPA'S CONSTRUCTION GENERAL PERMIT ONLY ALLOWS THE DISCHARGE OF PROCESS WASTE WATER/LEACHATE MANAGEMENT. OHIO EPA'S CONSTRUCTION GENERAL PERMIT ONLY ALLOWS THE DISCHARGE OF STORM WATER AND DOES NOT INCLUDE OTHER WASTE STREAMS/DISCHARGES SUCH AS VEHICLE AND/OR EQUIPMENT WASHING, ON-SITE SEPTIC LEACHATE CONCRETE WASH OUTS, WHICH ARE CONSIDERED PROCESS WASTEWATERS. ALL PROCESS WASTEWATERS MUST BE COLLECTED AND PROPERLY DISPOSED AT AN APPROVED DISPOSAL FACILITY. IN THE EVENT, LEACHATE OR SEPTAGE IS DISCHARGED; IT MUST BE ISOLATED FOR COLLECTION AND PROPER DISPOSAL AND CORRECTIVE ACTIONS TAKEN TO ELIMINATE THE SOURCE OF WASTE WATER. 28. PLEASE REFER TO THE OHIO RAINWATER AND LAND DEVELOPMENT MANUAL, OHIO’S STANDARDS FOR STORMWATER MANAGEMENT PLEASE REFER TO THE OHIO RAINWATER AND LAND DEVELOPMENT MANUAL, OHIO’S STANDARDS FOR STORMWATER MANAGEMENT S STANDARDS FOR STORMWATER MANAGEMENT LAND DEVELOPMENT AND URBAN STREAM PROTECTION, CURRENT EDITION, FOR ADDITIONAL INFORMATION.

AutoCAD SHX Text ** REVISIONS TO THESE PLANS MUST BE AUTHORIZED BY THE CONTRACTING OFFICER AND/OR GPD GROUP PRIOR TO IMPLEMENTATION.

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BMP 6

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TEMPORARY SEEDING SPECIFICATIONS:

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SEEDING DATES SEED TYPE APPLICATION RATE

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MARCH 1 - NOVEMBER 1 OATS 50#

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PER ACRE

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AFTER NOVEMBER 1 STRAW OR HAY MULCH 80 - 120 BALES

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10-10-10 OR 12-12-12

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SEED BED PREPARATION LIME 4300#

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FERTILIZER 516 - 645#

AutoCAD SHX Text TEMPORARY SEEDING: PLANT TEMPORARY SEEDING AND MULCHING IN ALL AREAS THAT SHALL BE INACTIVE FOR 14 DAYS OR MORE. ALL DISTURBED AND ERODED EARTH SHALL BE REGRADED AND SEEDED WITHIN 7 DAYS WITH SEEDING, AS DEFINED ABOVE AND AS SHOWN ON THE TABLE BELOW, TO ESTABLISH STABILITY AND PROVIDE SEDIMENT CONTROL. WHERE POSSIBLE, TEMPORARY SEEDING GROWTH SHALL NOT BE MOWED UNTIL IT HAS GONE TO SEED FOR 1 YEAR. PERMANENT SEEDING: EMBANKMENT AND FLOODPLAIN SEED MIXES SEE SHEET 18 FOR LOCATIONS. 18 FOR LOCATIONS. FOR LOCATIONS. SEE SHEET 17 FOR NOTES. 17 FOR NOTES. FOR NOTES. SILT FENCE: SEE SHEET 07 FOR NOTES AND DETAILS. 07 FOR NOTES AND DETAILS. FOR NOTES AND DETAILS. CONSTRUCTION ENTRANCE: SEE SHEET 07 FOR NOTES AND DETAILS. 07 FOR NOTES AND DETAILS. FOR NOTES AND DETAILS. WASTE DISPOSAL, SOLID WASTE MATERIALS, HAZARDOUS WASTES, AND SANITARY WASTE: CONSTRUCTION PERSONNEL, INCLUDING SUBCONTRACTORS WHO MAY USE OR HANDLE HAZARDOUS OR TOXIC MATERIALS, SHALL BE MADE AWARE OF THE FOLLOWING GENERAL GUIDELINES REGARDING DISPOSAL AND HANDLING OF HAZARDOUS AND CONSTRUCTION WASTES: A. PREVENT SPILLS PREVENT SPILLS B. USE PRODUCTS UP USE PRODUCTS UP C. FOLLOW LABEL DIRECTIONS FOR DISPOSAL FOLLOW LABEL DIRECTIONS FOR DISPOSAL D. REMOVE LIDS FROM EMPTY BOTTLES AND CANS WHEN DISPOSING IN TRASH REMOVE LIDS FROM EMPTY BOTTLES AND CANS WHEN DISPOSING IN TRASH E. RECYCLE WASTES WHENEVER POSSIBLE RECYCLE WASTES WHENEVER POSSIBLE F. DON'T POUR INTO WATERWAYS, STORM DRAINS OR ONTO THE GROUND DON'T POUR INTO WATERWAYS, STORM DRAINS OR ONTO THE GROUND G. DON'T POUR DOWN THE SINK, DOOR DRAIN OR SEPTIC TANKS DON'T POUR DOWN THE SINK, DOOR DRAIN OR SEPTIC TANKS H. DON'T BURY CHEMICALS OR CONTAINERS DON'T BURY CHEMICALS OR CONTAINERS I. DON'T BURN CHEMICALS OR CONTAINERS DON'T BURN CHEMICALS OR CONTAINERS J. DON'T MIX CHEMICALS TOGETHER DON'T MIX CHEMICALS TOGETHER CONTAINERS SHALL BE PROVIDED FOR THE PROPER COLLECTION OF ALL WASTE MATERIAL INCLUDING CONSTRUCTION DEBRIS, TRASH, PETROLEUM PRODUCTS AND ANY HAZARDOUS MATERIALS USED ON-SITE. CONTAINERS SHALL BE COVERED AND NOT LEAKING. ALL WASTE MATERIAL SHALL BE DISPOSED OF AT FACILITIES APPROVED FOR THAT MATERIAL. CONSTRUCTION DEMOLITION AND DEBRIS (CD&D) WASTE MUST BE DISPOSED OF AT AN OHIO EPA APPROVED CD&D LAND FILL. NO CONSTRUCTION RELATED WASTE MATERIALS ARE TO BE BURIED ON-SITE. BY EXCEPTION, CLEAN FILL (BRICKS, HARDENED CONCRETE, SOIL) MAY BE UTILIZED IN A WAY WHICH DOES NOT ENCROACH UPON NATURAL WETLANDS, STREAMS OR PLAINS OR RESULT IN THE CONTAMINATION OF WATERS OF THE STATE. WASTES GENERATED BY CONSTRUCTION ACTIVITIES (i.e. CONSTRUCTION MATERIALS SUCH AS PAINTS, SOLVENTS, FUELS, CONCRETE, WOOD, ETC) MUST BE DISPOSED OF IN ACCORDANCE WITH ORC 3734 AND OR5C 3714. MATERIAL HANDLING: STOCKPILED MATERIALS (STONE, TOPSOIL, ETC.) SHALL BE SURROUNDED WITH SILT FENCE. SILT FENCE SHALL BE INSPECTED AS SPECIFIED ON THIS SHEET. ALL PETROLEUM PRODUCTS SHALL BE KEPT IN SEALED TANKS/CONTAINERS. TANKS/CONTAINERS AND VEHICLES SHALL BE INSPECTED REGULARLY FOR LEAKS. SPILLS SHALL BE REPORTED AS SPECIFIED ON THIS SHEET. MIXING, PUMPING, TRANSFERRING OR OTHER HANDLING OF CONSTRUCTION CHEMICALS SUCH AS FERTILIZER, LIME, ASPHALT, CONCRETE DRYING COMPOUNDS, AND ALL OTHER POTENTIALLY HAZARDOUS MATERIALS SHALL BE PERFORMED IN AN AREA AWAY FROM ANY WATERCOURSE, DITCH OR STORM DRAIN. EQUIPMENT FUELING AND MAINTENANCE: EQUIPMENT FUELING AND MAINTENANCE, OIL CHANGING, ETC., SHALL BE PERFORMED AWAY FROM WATERCOURSES, DITCHES OR STORM DRAINS, IN AN AREA DESIGNATED FOR THAT PURPOSE. THE DESIGNATED AREA SHALL BE EQUIPPED FOR RECYCLING OIL AND CATCHING SPILLS. SECONDARY CONTAINMENT SHALL BE PROVIDED FOR ALL FUEL OIL STORAGE TANKS. THESE AREAS MUST BE INSPECTED EVERY SEVEN DAYS AND WITHIN 24 HRS. OF A 0.5 INCH OR GREATER RAIN EVENT TO ENSURE THERE ARE NO EXPOSED MATERIALS WHICH WOULD CONTAMINATE STORM WATER. SITE OPERATORS MUST BE AWARE THAT SPILL PREVENTION CONTROL AND COUNTERMEASURES (SPCC) REQUIREMENTS MAY APPLY. A SPCC PLAN IS REQUIRED FOR SITES WITH ONE SINGLE ABOVE GROUND TANK OF 660 GALLONS OR MORE, ACCUMULATIVE ABOVE GROUND STORAGE OF 1330 GALLONS OR MORE, OR 42,000 GALLONS OF UNDERGROUND STORAGE. CONTAMINATED SOILS MUST BE DISPOSED OF AS SPECIFIED ON THIS SHEET. TIMBER MAT WETLAND CROSSING (OR APPROVED EQUAL): SEE SHEET 07 FOR NOTES AND DETAILS 07 FOR NOTES AND DETAILS FOR NOTES AND DETAILS USE WHEN NECESSARY RESTORE ALL TEMPORARY IMPACTS UPON PROJECT COMPLETION. EROSION CONTROL MATTING - STREAM BANKS TO BE INSTALLED PER MANUFACTURERS SPECS. SEE SHEET 07 FOR NOTES AND DETAILS07 FOR NOTES AND DETAILS FOR NOTES AND DETAILS

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BMP 7

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FOR PERMANENT SEEDING AND MULCHING NOTES, SEE SHEET 1717

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FOR COMPLETE LEGEND, SEE SHEET 0202

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BMP 8

BMP 9

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MIDWEST

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SUMMIT/CUYAHOGA

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OHIO

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SUB SHEET NO.

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CUYAHOGA VALLEY NATIONAL PARK

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AutoCAD SHX Text 176923

AutoCAD SHX Text 224822

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TITLE OF DRAWING

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LOCATION WITHIN PARK

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NAME OF PARK

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COUNTY

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STATE

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REGION

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DRAWING NO.

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PMIS/PKG NO.

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OF

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DESIGNED:

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DRAWN BY:

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TECH REVIEW:

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DATE:

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JM

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TG

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JB

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AutoCAD SHX Text August 2023

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MM20 SOUTH

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EROSION CONTROL DETAILS

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ELEVATION VIEW

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SECTION VIEW

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FENCE SPLICE DETAIL

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TRENCH DETAIL

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TRENCH TO BE BACKFILLED AND COMPACTED

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WRAP GEOTEXTILE AROUND STAKES BEFORE…