Retaining_Wall_Replacment_-_Drawings.pdf

PDF 6 MB Posted May 22, 2025

Attached to: Retaining Wall Replacement Federal contract opportunity
Solicitation number: 140P6425B0008
Issued by: Department of the Interior National Park Service Midwest Region

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Written by GovTribe AI · May 22, 2025

These technical drawings detail a retaining wall replacement project for the Cuyahoga Valley National Park located in Brecksville, Ohio. The project involves constructing a new 142.5-foot retaining wall adjacent to an existing 140-foot timber retaining wall near Bridge 436 at milepost 40.3. The replacement wall will be constructed according to American Railway Engineering and Maintenance-of-Way Association (AREMA) standards, with a minimum service life of 30 years, and includes replacing the ballast of the railroad section above the wall.

The contract (Solicitation Number 140P6425B0008) is a firm-fixed price construction project with an estimated value between $500,000 and $1,000,000. It is 100% set aside for Total Small Businesses under NAICS Code 237310. The project is being managed by the Department of the Interior National Park Service Midwest Region, with Christopher Bauer serving as the Contracting Officer. Prospective bidders must have a Unique Entity Identifier (UEI) and be registered and active in the System for Award Management (SAM). Construction Wage Rate Requirements for Summit County, Ohio will apply to the project.

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Other files for this federal contract opportunity

Other files attached to Retaining Wall Replacement, newest first.
File	Type	Posted
Questions_and_Answers_0001.pdf	PDF	Jun 17, 2025
CUVA_FAA_Notice_Criteria_Tool_0001.pdf	PDF	Jun 17, 2025
Sol_140P6425B0008_Amd_0001.pdf	PDF	Jun 17, 2025
Boring_Locations___Logs_0001.pdf	PDF	Jun 17, 2025
Retaining_Wall_Replacement_-_Specifications.pdf	PDF	May 22, 2025
Sol_140P6425B0008.pdf	PDF	May 22, 2025
B08_Solicitation_-_Limitations_on_Subcontracting_Report.xlsx	XLSX spreadsheet	May 22, 2025
Retaining_Wall_Replacement_-_Bid_Schedule_.xlsx	XLSX spreadsheet	May 22, 2025
Retaining_Wall_Repalcement_-_DOL_Wage_Determination.pdf	PDF	May 22, 2025

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8TO I-71 (9 MILES)

TO WEYMOUTH

CUYAHOGA

RIVER

AURORA RD

SNOWVILLE RD

OAKES RD

STEEL CORNERS RD

BRECKSVILLE

RESERVATION

RIVERVIEW

CUYAHOGA

VALLEY

SCENIC RR

HIGHLAND RD

BOSTON

MILLS RD

HAPPY

DAYS V.C.

BOSTON

STORE V.C.

MAJOR RD

XELL RD

TRU

FURNACE RUN

OAK HILL RD

CUVA

ENVIRONMENTAL

EDUCATION CENTER

HUNT

HOUSE V.C.

NORTHAM

PTON RD

WHEATLEY

BROADVIEW RD

TO BRUNSWICK

(9 MILES)

TO HUDSON

(3 MILES)

EVERETT RD

IRA RD

BATH RD BATH RD

VIRGINIA

KENDALL

PARK

HAMPTON HILLS CHART RD

NORTHAMPTON RD

AKRON CLEVELAND

HAAS RD

YOGA LAKE RD

SOUREK RD

AKRON

CUYAHOGA FALLS

HIGHLAND RD

W MARKET ST

W EXCHANGE ST

E TALLMADGE AVE

MEMORIAL PKWYS HAW

KINS AVE

COPLY RD

BRITTAIN RD

W NORTH ST N

TMULL AVE

ILL

MILLER RD

BRUSH

TOW

NSEND RD

VALLEY PKWY

HARRIS

CHAFFEE RD

ILL

OHIO &

ERIE CANALTOWPATH TRAIL

EVERETT

VILLAGE

BRECKSVILLE

NATURE

CENTER

BRECKSVILLE RD

PENINSULA DEPOT

QUICK RD

WETMORE RD

COONRAD

SUMMIT CO

CUYAHOGA CO

BRECKVILLE STATION

BOTZUM

R D

SMITH RD

GRAHAM RD

SOUREK RD

YELLOW CR

EEK RD

BLOSSOM

MUSIC CNTR

PORTHOUSE

THEATER

KENDALL LAKE

EIS

BRANDYWINE

FALLSCOLUMBIA RD

BLUE MEN FALLS

WETMORE

WYOGA

LAKE

F.A. SEIBERLING

NATURE REALM V.C.

INDIGO

LAKE

OAK HILL

DAFFODIL

FURNACE RUN

BATH

NORTHFIELD

CENTER

BOSTON

HEIGHTS

MACADONIA

STATION RD

BRIDGE

BOYDEN RD

OLDE EIGHT

BRANDYWINE RD

OCTAGON

LOCK 29

PENINSULA

BEAVER MARSH

IRA

STINE RD

NPS ADMIN HQ

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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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SCALE OF MILES

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HQ.

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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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CUYAHOGA VALLEY NATIONAL PARK

AutoCAD SHX Text SUB SHEET SHEET TITLE OF SHEET SHEET TITLE OF SHEET TITLE OF SHEET GENERAL 1 G0 COVER SHEET & INDEX OF DRAWINGS G0 COVER SHEET & INDEX OF DRAWINGS COVER SHEET & INDEX OF DRAWINGS 2 G1 LEGENDS & ABBREVIATIONS G1 LEGENDS & ABBREVIATIONS LEGENDS & ABBREVIATIONS 3 G2 OVERALL SITE KEY PLAN G2 OVERALL SITE KEY PLAN OVERALL SITE KEY PLAN STRUCTURAL 4 S1 GENERAL NOTES S1 GENERAL NOTES GENERAL NOTES 5 S2 WALL PLAN AND ELEVATION S2 WALL PLAN AND ELEVATION WALL PLAN AND ELEVATION 6 S3 WALL TYPICAL SECTION & DETAILS S3 WALL TYPICAL SECTION & DETAILS WALL TYPICAL SECTION & DETAILS 7 S4 END CLOSURE WALL DETAILS (1 OF 2) S4 END CLOSURE WALL DETAILS (1 OF 2) END CLOSURE WALL DETAILS (1 OF 2) 8 S5 END CLOSURE WALL DETAILS (2 OF 2) S5 END CLOSURE WALL DETAILS (2 OF 2) END CLOSURE WALL DETAILS (2 OF 2) 9 S6 PRECAST CONCRETE PLANK DETAILS S6 PRECAST CONCRETE PLANK DETAILS PRECAST CONCRETE PLANK DETAILS

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LEGEND

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BASIC DATA:

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STATE

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NATIONAL PARK SERVICE

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INTERIOR REGIONS 3/4/5

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REGION

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COUNTY

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DEPARTMENT OF THE INTERIOR

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UNITED STATES

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LOCATION WITHIN PARK

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NAME OF PARK

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TITLE OF PROJECT

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DRAWING NO.

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PMIS/PKG NO.

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SHEET

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REPLACE RETAINING WALL ALONG CUVA SCENIC RR

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MILE POST 40.3 NEAR BRIDGE 436

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SUMMIT

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OHIO

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DESIGN DEVELOPEMENT

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CONTRACT#140P6023D0002

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PMIS 246020

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CUYAHOGA VALLEY NATIONAL PARK

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AKRON

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NORTHEASTERN

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OHIO

AutoCAD SHX Text 644/80,054 7/86; PARK MINI FOLDER 1991; PARK LOCATION MAP; COVER SHEET REVISED & REDRAWN 4/93. UPDATED 10/98. SGS.

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QUALITY DESIGN CERTIFICATION

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REVISION

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A/E FIRM - A/E CONTRACT NUMBER

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OMAHA, NE

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HDR INC.

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PRIME/CIVIL/STRUCTURAL/ GEOTECHNICAL:

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XXXXXXXXXXXXXXXX

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X/XX

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XXX XXXX

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XXX

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THIS PROJECT

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TASK ORDER#140P6024F0089

SITE PLAN SYMBOLOGY GENERAL SYMBOLOGY

MATERIALS IN PLAN/SECTION

ABBREVIATIONS

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TH-"X"

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SECTION LETTER

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DIRECTION OF VIEW

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AutoCAD SHX Text BENCHMARK CLEANOUT ELEVATION TARGET VALVE KEY NOTE SOIL TEST HOLE REFERENCE MONUMENT CENTERLINE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR NEW MAJOR CONTOUR NEW MINOR CONTOUR EXISTING ELECTRICAL CONDUIT RELOCATED OR NEW ELECTRICAL CONDUIT EXISTING SEWER LINE RELOCATED OR NEW SEWER LINE EXISTING WATER LINE RELOCATED OR NEW WATER LINE LIMITS OF CONSTRUCTION

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%%USECTION CUT MARKER

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%%UDETAIL, ELEVATION, PLAN OR SECTION TITLE

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SEQUENCE IDENTIFICATION NUMBER OR LETTER

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TITLE OF DETAIL, ELEVATION, PLAN OR SECTION

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IDENTIFIES A BAR SCALE DETAIL IS DRAWN AT

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IDENTIFIES SHEET WHERE DETAIL IS SHOWN

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IDENTIFIES SHEET WHERE DETAIL IS FROM

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IDENTIFIES A BAR SCALE DETAIL IS DRAWN AT

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IDENTIFIES SHEET WHERE DETAIL IS SHOWN *

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* FOR COMMON DETAILS AND SECTIONS OR DETAILS THAT ARE CUT OR CALLED OUT ON MULTIPLE SHEETS, THE SUB SHEET NUMBER IS REPLACE BY A DASH (-).

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%%UDETAIL, ELEVATION OR PLAN MARKERS

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SEQUENCE IDENTIFICATION NUMBER

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IDENTIFIES SHEET WHERE DETAIL IS FROM

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%%UPHOTO MARKERS

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SEQUENCE IDENTIFICATION NUMBER

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IDENTIFIES SHEET WHERE PHOTO IS SHOWN

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IDENTIFIES SHEET WHERE PHOTO IS FROM

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SEQUENCE IDENTIFICATION NUMBER

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IDENTIFIES SHEET WHERE PHOTO IS SHOWN

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INDICATES DIRECTION PHOTO WAS TAKEN FROM

AutoCAD SHX Text EQUIPMENT SHADING CONCRETE DEMOLITION EARTH GRANULAR FILL GRATING GROUT METAL RIPRAP SANDSTONE WOOD - CONTINUOUS (SECTION) WOOD BLOCKING (SECTION)

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AutoCAD SHX Text A/E AB ABAN APPROX ARCH BF BL BLDG BLK BM BOC BOT BRG C&G CAP CF CIP CJ CLJ CLR COL CONC CONST CONT COR CP CTR CTRL CY DBL DEG DEMO DEPT DIA DIAG DIM DTL DWG DWL E EA EE EF EJ ELEV ELEC EMBED ENCL ENGR ENTR EOP EQ EQUIP EQUIV ES EST EXC EXP EXIST FAB FDTN FF FG FH FIG FL FO FT GA GAL GEN GND GR GVL H HORIZ HP HPC HPT HR HT

AutoCAD SHX Text ARCHITECT/ENGINEER ANCHOR BOLT ABANDON APPROXIMATE ARCHITECTURAL BACK FACE BASE LINE BUILDING BLOCK BENCHMARK, BEAM BACK OF CURB BOTTOM BEARING CENTERLINE CURB AND GUTTER CAPACITY CUBIC FEET (FOOT) CAST-IN-PLACE CONSTRUCTION JOINT CONTROL JOINT CLEAR COLUMN CONCRETE CONSTRUCTION CONTINUOUS CONTRACTING OFFICER REPRESENTATIVE CONTROL POINT CENTER CONTROL CUBIC YARD DOUBLE DEGREE DEMOLITION DEPARTMENT DIAMETER DIAGONAL, DIAGRAM DIMENSION DETAIL DRAWING DOWEL EAST EACH EACH END EACH FACE EXPANSION JOINT ELEVATION ELECTRICAL EMBEDMENT ENCLOSURE ENGINEER ENTRANCE EDGE OF PAVEMENT EQUAL EQUIPMENT EQUIVALENT EACH SIDE ESTIMATE EXCAVATION EXPANSION, EXPOSED EXISTING FABRICATE FOUNDATION FRONT FACE FINISHED GRADE FIRE HYDRANT FIGURE FLOW, FLOW LINE FIBER OPTIC FEET, FOOT GAGE (METAL THICKNESS) GALLON GENERAL GROUND GRADE GRAVEL HIGH HORIZONTAL HIGH POINT, HORSEPOWER HORIZONTAL POINT OF CURVATURE HORIZONTAL POINT OF TANGENCY HOSE REEL, HOUR HEIGHT

AutoCAD SHX Text ID IE IN INV ISO JT K KO KW L LF LIN LIQ LOC LP LT MAINT MAN MATL MAX MECH MED MFR MH MIN MISC MJ MOD MON MW N NA NAT NEG NIC NTS OA OC OD OH OPP OPT ORIG OZ PAR PC PCF PED PEN PERF PERM PERP PH PI PKG PL PLAS PLAT PLF POS PREFAB PRELIM PREP PROP PSF PSI PT PVC PVMT Q QTR QTY QUAL

AutoCAD SHX Text INSIDE DIAMETER, INTERIOR DIMENSION INVERT ELEVATION INCH INVERT ISOMETRIC JOINT KIP KNOCK OUT KILOWATT ANGLE, LENGTH, LAVATORY LINEAR FEET LINEAR LIQUID LOCATION LOW POINT LEFT MAINTENANCE MANUAL MATERIAL MAXIMUM MECHANICAL MEDIUM MANUFACTURER MANHOLE, METAL HALIDE MINIMUM MISCELLANEOUS MECHANICAL JOINT MODULAR, MODIFY MONUMENT MONITORING WELL NORTH, NEUTRAL NOT APPLICABLE NATURAL, NATIONAL NEGATIVE NOT IN CONTRACT NOT TO SCALE OUTSIDE AIR, OVERALL ON CENTER OUTSIDE DIAMETER OVERHEAD OPPOSITE OPTIONAL ORIGINAL OUNCE PARALLEL, PARAPET POINT OF CURVE, PRECAST POUNDS PER CUBIC FOOT PEDESTAL PENETRATION PERFORATED PERMANENT PERPENDICULAR PHASE POINT OF INTERSECTION PACKAGE PLATE, PROPERTY LINE PLASTER PLATFORM POUNDS PER LINEAR FOOT POSITIVE, POSITION PREFABRICATED PRELIMINARY PREPARE PROPOSED POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POINT, POINT OF TANGENCY POINT OF VERTICAL CURVE PAVEMENT RATE OF FLOW QUARTER QUANTITY QUALITY

AutoCAD SHX Text R REF REINF REM REQD RET REV ROW RPM RR RT S SAN SCH SEC SECT SF SHT SIM SL SPA SPEC SQ SST ST STA STD STL STR SY SYM SYS T&B TEMP THK TOB TOC TOF TOPO TOS TOW TYP UG UNO UTIL VC VERT VOL VPC VPI VPT W/ W/O W WH WL WP WT XP XS XSECT XXS YH YS

AutoCAD SHX Text RADIUS REFERENCE REINFORCING REMOVE REQUIRED RETAINING, RETURN REVISION, REVERSE RIGHT-OF-WAY REVOLUTIONS PER MINUTE RAILROAD RIGHT SOUTH, SINK SANITARY SCHEDULE SECONDARY, SECONDS SECTION SQUARE FOOT, SILT FENCE SHEET SIMILAR SLOPE SPACING SPECIFICATION SQUARE STAINLESS STEEL STREET STATION STANDARD STEEL STRUCTURAL, STRAIGHT SQUARE YARD SYMBOL SYSTEM TOP AND BOTTOM TEMPORARY, TEMPERATURE THICK TOP OF BOLT, TOP OF BANK, TOP OF BEAM, TOP OF BERM TOP OF CURB, TOP OF CONCRETE TOP OF FOOTING TOPOGRAPHY TOP OF SLAB, TOP OF STEEL, TOE OF SLOPE TOP OF WALL TYPICAL UNDERGROUND UNLESS NOTED OTHERWISE UTILITY VERTICAL CURVE VERTICAL VOLUME VERTICAL POINT OF CURVATURE VERTICAL POINT OF INTERSECTION VERTICAL POINT OF TANGENCY WITH WITHOUT WATT, WEST, WIDE FLANGE BEAM WALL HYDRANT, WEEP HOLE WATER LEVEL WORKING POINT WEIGHT, WATER TIGHT EXPLOSION-PROOF EXTRA STRONG CROSS SECTION DOUBLE EXTRA STRONG YARD HYDRANT YIELD STRENGTH

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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LEGENDS & ABBREVIATIONS

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AutoCAD SHX Text A. McCUNE

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K. COHN

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B. WINKELBAUER

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REPLACE RETAINING WALL AT CUVA SCENIC RR MP 40.3

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CUYAHOGA VALLEY NATIONAL PARK, SUMMIT COUNTY, OH

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P P

AutoCAD SHX Text PP# 68-62256 CITY OF AKRON, OHIO, A CHARTER MUNICIPAL CORPORATION DOC# 56702847 S.C.D.R. 12/15/2021

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PP# 68-42548 THE CITY OF AKRON DOC# 55150686 S.C.D.R. 2/9/2005

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PP# 68-24203 THE CITY OF AKRON DOC# 55150685 S.C.D.R. 2/9/2005

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PP# 67-53474 UNITED STATES OF AMERICA VOL. 7513, PG. 719 S.C.D.R. 9/24/1987

AutoCAD SHX Text PP# 68-52919 BOARD OF COMMISSIONERS OF METRO PARKS, SERVING SUMMIT COUNTY DOC# 55241621 S.C.D.R. 10/4/2005

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PP# 67-53473 UNITED STATES OF AMERICA VOL. 7513, PG. 719 S.C.D.R. 9/24/1987

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SURVEY CONTROL POINT

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EXISTING TIMBER RETAINING WALL

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CUVA CVSR BRIDGE 437

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CUVA CVSR BRIDGE 436

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SURVEY CONTROL POINT

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PROPOSED RETAINING WALL

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CUVA CVSR

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BM#100

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BM#101

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BORING B-002 N: 469962.26 E: 187032.92 ELEV: 881.00

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BORING B-001 N: 469999.66 E: 186935.13 ELEV: 879.70

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CASCADE PARK

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N HOWARD STREET

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CASCADE STREET

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APPROX LOCATION OF EXIST HISTORIC UNDERGROUND HYDRAULIC RACE

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EXIST TRACK

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DATE:

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SUB SHEET NO.

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SHEET

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TITLE OF SHEET

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OVERALL SITE KEY PLAN

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K. COHN

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B. WINKELBAUER

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REPLACE RETAINING WALL AT CUVA SCENIC RR MP 40.3

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CUYAHOGA VALLEY NATIONAL PARK, SUMMIT COUNTY, OH

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AutoCAD SHX Text GENERAL NOTES: 1. NOTIFY NPS COR IMMEDIATELY IF DAMAGE TO OR UNDERMINING OF THE NOTIFY NPS COR IMMEDIATELY IF DAMAGE TO OR UNDERMINING OF THE EXISTING TIMBER WALL DUE TO CONSTRUCTION ACTIVITIES OBSERVED OR SUSPECTED. 2. HORIZONTAL PROJECTION FOLLOWS NAD83 OHIO STATE PLANES, NORTH HORIZONTAL PROJECTION FOLLOWS NAD83 OHIO STATE PLANES, NORTH ZONE, US FOOT. VERTICAL PROJECTION FOLLOWS NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). 3. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO ENSURE THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO ENSURE THE SAFETY OF PEDESTRIANS DURING ALL CONSTRUCTION ACTIVITIES. 4. THE CONTRACTOR SHALL NOT PARK ANY VEHICLES OR EQUIPMENT IN, THE CONTRACTOR SHALL NOT PARK ANY VEHICLES OR EQUIPMENT IN, OR DISTURB ANY AREA NOT APPROVED BY THE CONTRACTING OFFICER REPRESENTATIVE (COR). 5. THE CONTRACTOR SHALL ESTABLISH APPROVED LIMITS OF THE CONTRACTOR SHALL ESTABLISH APPROVED LIMITS OF CONSTRUCTION ACTIVITIES WITH THE COR PRIOR TO CONSTRUCTION, INCLUDING COORDINATION WITH THE CITY OF AKRON AS NEEDED FOR ACCESS AND STAGING ON ADJACENT PROPERTY. ANY DISTURBANCE BEYOND THESE LIMITS SHALL BE RESTORED TO ORIGINAL CONDITION BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. CONSTRUCTION PROCEDURE SHALL INCLUDE THE PARKING OF VEHICLES OR EQUIPMENT, DISPOSAL OF LITTER, AND ANY OTHER ACTION WHICH WOULD ALTER EXISTING CONDITIONS. 6. THE CONTRACTOR SHALL HAVE THE RESPONSIBILITY OF PROTECTING THE CONTRACTOR SHALL HAVE THE RESPONSIBILITY OF PROTECTING LIVE UTILITIES DURING THE CONSTRUCTION OPERATIONS AND SHALL HOLD NPS HARMLESS FOR ANY AND ALL DAMAGES TO LIVE UTILITIES ARISING FROM CONSTRUCTION OPERATIONS. 7. PERFORM ALL WORK IN ACCORDANCE WITH THE DRAWINGS AND PERFORM ALL WORK IN ACCORDANCE WITH THE DRAWINGS AND REQUIREMENTS OF THE SPECIFICATIONS. 8. CALL FOR EXISTING UTILITY LOCATION STAKES A MINIMUM OF 48 CALL FOR EXISTING UTILITY LOCATION STAKES A MINIMUM OF 48 HOURS PRIOR TO DIGGING. CONTACT ONE-CALL 1-800-362-2764 FOR UTILITY LOCATION SERVICES (811). 9. COORDINATE WITH THE CVSR FOR INFORMATION AND/OR STAKING OF COORDINATE WITH THE CVSR FOR INFORMATION AND/OR STAKING OF ANY RAILROAD UTILITIES. 10. ALL PROJECT CONSTRUCTION ACTIVITIES CONFINED TO LIMITS OF ALL PROJECT CONSTRUCTION ACTIVITIES CONFINED TO LIMITS OF CONSTRUCTION AGREED UPON BETWEEN THE COR AND CONTRACTOR. 11. PROPOSED ACCESS, HAUL ROUTES AND STAGING AREA(S) MUST BE PROPOSED ACCESS, HAUL ROUTES AND STAGING AREA(S) MUST BE SUBMITTED FOR REVIEW AND APPROVED BY COR PRIOR TO USE. 12. CONTRACTOR TO COORDINATE WITH THE COR AND CUVA SAFETY CONTRACTOR TO COORDINATE WITH THE COR AND CUVA SAFETY OFFICER A MINIMUM OF 7 DAYS PRIOR TO PERFORMING ANY WORK. 13. STAGING AREA(S) TO BE RESTORED TO PRE-CONSTRUCTION CONDITIONS STAGING AREA(S) TO BE RESTORED TO PRE-CONSTRUCTION CONDITIONS OR BETTER. SEEDING LIMITS ARE TO BE ALL AREAS IMPACTED BY CONSTRUCTION ACTIVITIES. 14. OVERHEAD POWER LINES ARE OWNED AND OPERATED BY FIRST ENERGY OVERHEAD POWER LINES ARE OWNED AND OPERATED BY FIRST ENERGY CORPORATION. CONTRACTOR TO COORDINATE ACCESS AND PROTECTION OF THE OVERHEAD POWER WITH FIRST ENERGY: JAMES GATTO (MGR, OPERATIONS SVCS) CELL: 440-667-3168 JGATTO@FIRSTENERGYCORP.COM 4630 HAYES DR. RAVENNA, OH 44266 MAILSTOP: A-RLS/RAVENNA OFFICE

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SCALE OF FEET

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AutoCAD SHX Text AS-BUILT SURVEY NOTES: 1. UPON COMPLETION OF WORK, CONTRACTOR SHALL PROVIDE THE UPON COMPLETION OF WORK, CONTRACTOR SHALL PROVIDE THE CONTRACTING OFFICER REPRESENTATIVE (COR) WITH AN AS-BUILT SURVEY PLAN. SURVEY SHALL BE PROVIDED IN AUTOCAD AND PDF FORMATS ALONG WITH A COMMA DELINEATED TEXT FILE OF THE SURVEY POINTS AND DESCRIPTION OF HORIZONTAL AND VERTICAL SURVEY DATUMS. SURVEY MUST CONTAIN ELEVATIONS AND LOCATIONS FOR THE POINTS LISTED HERE AT A MINIMUM. ELEVATIONS SHALL BE CALLED OUT ON THE PLAN. LOCATIONS MAY BE HANDLED BY SHOWING THE POINTS ON THE PLAN USING AN ACCURATE SCALE (I.E., COORDINATES NOT REQUIRED ON THE PLAN).

IN ADDITION TO SURVEY POINTS LISTED HERE, SHOW THE FOLLOWING: DIMENSION CL PILE OFFSET FROM CL TRACK AT PILE #1 AND #16. DIMENSION PILE SPACING AND TOTAL LENGTH OF NEW WALL. RECORD OF TOP OF SHAFT AND BOTTOM OF PILE ELEVATIONS. REQUIRED POINTS FOR AS-BUILT SURVEY: CL TRACK AT TOP OF TIES AT 20' MAX INTERVALS BETWEEN THE TWO BRIDGES. DELINEATED LOCATION OF WEST ABUTMENT OF N. HOWARD ST BRIDGE. DELINEATED LOCATION OF TOP OF END CLOSURE WALL. LOCATION OF THE TOP OF PILES AT CL PILE AND TOP OF PRECAST WALL PLANKS AT EACH END OF PLANK. GROUND LINE ELEVATIONS AT 10' MAX INTERVALS AT FRONT AND BACK FACE OF WALL.

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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GENERAL NOTES

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AutoCAD SHX Text 80078

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AutoCAD SHX Text A. McCUNE

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K. COHN

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B. WINKELBAUER

AutoCAD SHX Text 03/03/2025

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REPLACE RETAINING WALL AT CUVA SCENIC RR MP 40.3

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CUYAHOGA VALLEY NATIONAL PARK, SUMMIT COUNTY, OH

AutoCAD SHX Text 246020

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AutoCAD SHX Text NOTES: 1. PERFORM ALL WORK IN ACCORDANCE WITH THE DRAWINGS, THE REQUIREMENTS OF THE PERFORM ALL WORK IN ACCORDANCE WITH THE DRAWINGS, THE REQUIREMENTS OF THE DETAILED SPECIFICATIONS, AND THE CURRENT AMERICAN RAILWAY ENGINEERING AND MAINTENANCE OF WAY ASSOCIATION (AREMA) MANUAL FOR RAILWAY ENGINEERING. IN THE EVENT OF CONFLICTS, THE MORE RESTRICTIVE WILL APPLY. 2. THE LOCATION OF ALL AERIAL AND UNDERGROUND UTILITY LINES SHOWN ARE APPROXIMATE THE LOCATION OF ALL AERIAL AND UNDERGROUND UTILITY LINES SHOWN ARE APPROXIMATE AND ALL UTILITIES MAY NOT BE INDICATED IN THESE PLANS. UTILITY LOCATIONS SHOWN ON THE PLANS ARE BASED ON SURVEY BY CHAGRIN VALLEY ENGINEERING, LTD. PERFORMED 10/25/2024. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES. COORDINATE UTILITY LOCATION WORK WITH UTILITIES, COR AND PRIVATE INDIVIDUALS AND ENTITIES AS REQUIRED TO LOCATE LOCAL UTILITIES. MARK DIFFERING EXISTING CONDITIONS FOUND DURING CONSTRUCTION ON THE FULL SIZED SET OF RECORD DRAWINGS. 3. CALL FOR EXISTING UTILITY LOCATION STAKES A MINIMUM OF 48 HOURS PRIOR TO DIGGING. CALL FOR EXISTING UTILITY LOCATION STAKES A MINIMUM OF 48 HOURS PRIOR TO DIGGING. CONTACT OUPS (1-800-362-2764) FOR UTILITY LOCATION SERVICES. 4. COORDINATE WITH APPLICABLE UTILITY COMPANIES ON WORK WHICH IMPACTS UTILITIES COORDINATE WITH APPLICABLE UTILITY COMPANIES ON WORK WHICH IMPACTS UTILITIES ALONG PROJECT CORRIDOR. 5. COORDINATE WITH THE CVSR ON WORK WHICH IMPACTS RAILROAD UTILITIES. COORDINATE WITH THE CVSR ON WORK WHICH IMPACTS RAILROAD UTILITIES. 6. ELEVATIONS ARE REFERENCED TO VERTICAL CONTROL BENCHMARKS PROVIDED BY THE ELEVATIONS ARE REFERENCED TO VERTICAL CONTROL BENCHMARKS PROVIDED BY THE SURVEYOR. ELEVATIONS ARE TIED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) (THIRD ORDER OF BETTER). 7. HORIZONTAL CONTROL IS TIED TO SUMMIT COUNTY, OHIO GIS STATE PLANE COORDINATES HORIZONTAL CONTROL IS TIED TO SUMMIT COUNTY, OHIO GIS STATE PLANE COORDINATES NAD83 (1986). 8. FURNISH AND MAINTAIN ALL NECESSARY BARRICADES, WARNING SIGNS, FLAGMEN, LIGHTS FURNISH AND MAINTAIN ALL NECESSARY BARRICADES, WARNING SIGNS, FLAGMEN, LIGHTS AND/OR OTHER TRAFFIC CONTROL DEVICES AS NECESSARY FOR TRAFFIC AND PEDESTRIAN SAFETY. FOLLOW GUIDANCE STANDARDS AS PRESENTED IN THE OHIO "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", LATEST EDITION. 9. PROTECT BY WHATEVER MEANS REQUIRED ALL FENCES, SIGNS, STRUCTURES, DRIVES, PROTECT BY WHATEVER MEANS REQUIRED ALL FENCES, SIGNS, STRUCTURES, DRIVES, SIDEWALKS, STREETS, BUSHES, TREES, ETC. WHICH ARE ADJACENT TO CONSTRUCTION AREAS. 10. RESTORE AND REPAIR IMPROVED AREAS WHICH ARE DAMAGED BY CONSTRUCTION. RESTORE AND REPAIR IMPROVED AREAS WHICH ARE DAMAGED BY CONSTRUCTION. 11. PROVIDE POSITIVE DRAINAGE AT ALL TIMES WITHIN THE CONSTRUCTION AREA. DO NOT PROVIDE POSITIVE DRAINAGE AT ALL TIMES WITHIN THE CONSTRUCTION AREA. DO NOT ALLOW WATER TO POND IN EXCAVATION AREAS AND MAINTAIN ALL EXISTING DRAINAGE PATTERNS. 12. VERIFY LOCATION OF ALL EXISTING STRUCTURES AND GRADING PRIOR TO COMMENCING VERIFY LOCATION OF ALL EXISTING STRUCTURES AND GRADING PRIOR TO COMMENCING CONSTRUCTION. 13. THE CITY OF AKRON MAY MAKE PERIODIC INSPECTIONS OF WORK ACTIVITIES ON CITY THE CITY OF AKRON MAY MAKE PERIODIC INSPECTIONS OF WORK ACTIVITIES ON CITY PROPERTY. 14. CONTRACTOR SHALL STAKE CLEARING LIMITS FOR INSPECTION BY COR PRIOR TO TREE CONTRACTOR SHALL STAKE CLEARING LIMITS FOR INSPECTION BY COR PRIOR TO TREE CLEARING. 15. THIS PROJECT BORDERS PROPERTIES OF THE CITY OF AKRON AND THE BOARD OF THIS PROJECT BORDERS PROPERTIES OF THE CITY OF AKRON AND THE BOARD OF COMMISSIONERS OF METRO PARKS, SERVING SUMMIT COUNTY. CONTRACTING OFFICER AND COR WILL BE COORDINATION POINT OF CONTACT FOR ALL PARTNER COMMUNICATION. 16. TO REDUCE ANY POTENTIAL ADVERSE EFFECTS ON THE FEDERALLY ENDANGERED INDIANA TO REDUCE ANY POTENTIAL ADVERSE EFFECTS ON THE FEDERALLY ENDANGERED INDIANA BAT (MYOTIS SODALIS), TREES (WOODY STEMS GREATER THAN 5 INCHES DIAMETER AT BREAST HEIGHT) MUST NOT BE CUT BETWEEN APRIL 1 AND SEPTEMBER 30, OF ANY YEAR. TO REDUCE ANY POTENTIAL ADVERSE EFFECTS ON THE FEDERALLY THREATENED NORTHERN LONGEARED BAT (MYOTIS SEPTENTRIONOLRS), TREE (WOODY STEMS GREATER THAN 3 INCHES DIAMETER AT BREAST HEIGHT) MUST NOT BE CUT BETWEEN APRIL 1 AND SEPTEMBER 30, OF ANY YEAR.

AutoCAD SHX Text %%uDESIGN SPECIFICATIONS%%U

AutoCAD SHX Text THIS STRUCTURE CONFORMS TO THE AREMA MANUAL FOR RAILWAY ENGINEERING, CHAPTER 8 - CONCRETE STRUCTURES AND FOUNDATIONS AND CHAPTER 15 - STEEL STRUCTURES.

AutoCAD SHX Text %%uDESIGN DATA%%U

AutoCAD SHX Text INTERNAL ANGLE OF FRICTION OF FILL SOIL, = 33°TOTAL UNIT WEIGHT OF FILL SOIL = 125 PCF UNIT WEIGHT OF CONCRETE = 150 PCF LIVE LOAD = AREMA E-80 TRAIN LIVE LOAD OR 2' EQUIVALENT SOIL SURCHARGE FOR CONSTRUCTION AND MAINTENANCE LOADING. CONCRETE - COMPRESSIVE STRENGTH 4000 PSI (DRILLED SHAFTS, END CLOSURE WALL AND WALL STEPS) REINFORCING STEEL - MINIMUM YIELD STRENGTH 60 KSI. REINFORCING AND DOWELS IN CAST-IN-PLACE CONCRETE END CLOSURE WALL SHALL BE EPOXY COATED. REINFORCING IN CONCRETE DRILLED SHAFTS, WALL STEPS AND PRECAST CONCRETE PLANKS SHALL BE PLAIN STEEL. SOLDIER PILE STRUCTURAL STEEL - ASTM A572 GR 50.

AutoCAD SHX Text %%uREINFORCING STEEL COVER%%U

AutoCAD SHX Text MINIMUM CONCRETE COVER OVER REINFORCING STEEL IS 2 INCHES UNLESS NOTED OTHERWISE IN THE PLANS.

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%%UPOROUS BACKFILL WITH GEOTEXTILE FABRIC AND WEEP HOLES

AutoCAD SHX Text POROUS BACKFILL WITH GEOTEXTILE FABRIC 2'-0" THICK SHALL BE PLACED BEHIND THE SOLDIER PILE WALL AND END CLOSURE WALL AS SHOWN IN THE PLANS. GEOTEXTILE FABRIC TYPE 2 SHALL BE PLACED BETWEEN THE POROUS BACKFILL AND THE EXCAVATION OR BACKFILL ADJACENT TO THE STRUCTURE. IT SHALL TURN UNDER THE BOTTOM AND TOP OF THE POROUS BACKFILL AND RETURN 6 INCHES AGAINST THE CONCRETE. AT EACH WEEP HOLE, A BURLAP SACK FILLED WITH POROUS BACKFILL SHALL BE ANCHORED SECURELY TO THE BACK FACE OF THE WALL. SEE DETAILS ON SHEET S3.

AutoCAD SHX Text ALL DIMENSIONS SHOWN ARE IN A HORIZONTAL PLANE ONLY. THE DRAWINGS REPRESENT THE FINISHED STRUCTURE, NOT THE METHOD OF CONSTRUCTION. SAFETY AND STRUCTURAL STABILITY DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO, BRACING AND SHORING FOR CONSTRUCTION LOADS AND EQUIPMENT, ETC. ANY TEMPORARY WORKS WITHIN THE TRACK LOADING ZONE OF INFLUENCE SHALL ACCOUNT FOR TRAIN LIVE LOADING. THE CONTRACTOR IS RESPONSIBLE FOR THEIR MEANS AND METHODS, SEQUENCES OF CONSTRUCTION, AND THE SAFETY PROGRAM. OBSERVATION VISITS TO THE SITE BY THE CONTRACTING OFFICER WILL NOT INVOLVE REVIEW OF THESE ITEMS. CONTRACTING OFFICER AND/OR COR MAY MAKE OBSERVATIONAL VISITS WITHOUT NOTICE. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS OF THE EXISTING STRUCTURES AND GRADING AS REQUIRED TO COORDINATE NEW CONSTRUCTION. SUBMIT REQUIRED CHANGES FOR APPROVAL TO THE CONTRACTING OFFICER REPRESENTATIVE (COR). DETAILS AND SECTIONS THAT ARE NOTED AS "TYPICAL" ON DETAIL TITLES ARE TO BE APPLIED TO THE PROJECT CONSTRUCTION AS GENERAL CONSTRUCTION METHODS UNLESS NOTED OTHERWISE. THESE DETAILS ARE NOT CUT AT ALL LOCATIONS THEY OCCUR AND MAY NOT BE CUT AT ALL. BACKFILL SHALL NOT BE PLACED BEHIND THE NEW WALL UNTIL THE CONCRETE HAS REACHED ITS 28-DAY COMPRESSIVE STRENGTH. THE EXISTING TRACK IS TO REMAIN IN SERVICE DURING CONSTRUCTION OF THE RETAINING WALL. CONTRACTOR SHALL NOT ENCROACH CLOSER TO THE EXISTING TRACK THAN THE EXISTING RETAINING WALL WITHOUT PRIOR AUTHORIZATION FROM THE COR. CONTRACTOR SHALL PROVIDE THE CONTRACTING OFFICER REPRESENTATIVE (COR) WITH A DETAILED CONSTRUCTION PLAN DEFINING ACTIVITY, SCHEDULE AND PROCEDURE FOR EACH ASPECT OF THE WORK. CONSTRUCTION PLAN SHALL INCLUDE COORDINATION WITH THE CVSR ON FLAGGING REQUIREMENTS, IF ANY, FOR THE WORK. CONSTRUCTION SHALL NOT BEGIN UNTIL THE CONSTRUCTION PLAN HAS BEEN APPROVED BY THE COR AND THE CVSR.

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%%UGENERAL CONSTRUCTION

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%%UAESTHETIC SURFACE TREATMENT

AutoCAD SHX Text PROVIDE FORMLINED CONCRETE PER THE LIMITS SHOWN IN THESE PLANS. THE AESTHETIC PATTERN SHALL BE A STONE PATTERN WHICH COMPLIMENTS THE EXISTING BRIDGE STONE ABUTMENT. PRIOR TO BEGINNING ANY WORK THE CONTRACTOR SHALL SUBMIT THE SELECTED STONE PATTERN TO THE CONTRACTING OFFICER AND COR FOR APPROVAL. FOR ADDITIONAL DETAILS SEE SHEETS S4 AND S5 AND THE SPECIFICATIONS.

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%%UDOWEL EPOXY ADHESIVE

AutoCAD SHX Text EPOXY ADHESIVE FOR USE WITH DOWELS CONNECTING TO EXISTING ABUTMENT AND TO DRILLED SHAFT #1 SHALL CONFORM TO THESE REQUIREMENTS. EPOXIED DOWEL SHALL BE ABLE TO RESIST A SERVICE/WORKING TENSION LOAD OF 1,500 LB. FORMULATED FOR USE IN ALL WEATHER CONDITIONS. CAN BE USED IN CORE-DRILLED HOLES. SUITABLE FOR USE IN CRACKED AND UNCRACKED CONCRETE AND STONE. SUMMIT DOCUMENTATION FOR THE PROPOSED EPOXY ADHESIVE TO THE COR FOR APPROVAL.

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%%USOIL EROSION AND SEDIMENT CONTROL

AutoCAD SHX Text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%%USEEDING

AutoCAD SHX Text ALL IMPROVED AREAS IMPACTED BY CONSTRUCTION SHALL BE SEEDED AT THE CONCLUSION OF CONSTRUCTION ACTIVITIES. THE NEW FILL BETWEEN THE EXISTING AND PROPOSED RETAINING WALLS SHALL ALSO BE SEEDED. SEED MIX SHALL BE A LOCAL UPLAND MIX SIMILAR TO THE EXAMPLE MIX BELOW:

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PURE LIVE SEED (PLS) LB PER LB OF MIX

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SCIENTIFIC NAME

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COMMON NAME

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0.013 LB PLS

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ASCLEPIAS INCARNATA

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SWAMP MILKWEED

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0.002 LB PLS

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0.004 LB PLS

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0.030 LB PLS

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0.030 LB PLS

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0.010 LB PLS

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0.001 LB PLS

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0.040 LB PLS

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0.030 LB PLS

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0.005 LB PLS

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0.004 LB PLS

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0.020 LB PLS

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0.004 LB PLS

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0.002 LB PLS

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0.006 LB PLS

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0.030 LB PLS

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0.060 LB PLS

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0.600 LB PLS

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0.045 LB PLS

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0.010 LB PLS

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0.004 LB PLS

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0.030 LB PLS

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0.004 LB PLS

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SYMPHYOTRICHUM NOVAE-ANGLIAE

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ASCLEPIAS SYRIACA

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BAPTISIA AUSTRALIS

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CHAMAECRISTA FASCICULATA

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COREOPSIS LANCEOLATA

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DICHANTHELIUM CLANDESTINUM

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DOELLINGERIA UMBELLATA

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ECHINACEA PURPUREA

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ELYMUS VIRGINICUS

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EUPATORIUM PERFOLIATUM

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GEUM CANADENSE

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HELIOPSIS HELIANTHOIDES

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MONARDA FISTULOSA

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PENSTEMON DIGITALIS

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PYCNANTHEMUM TENUIFOLIUM

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RUDBECKIA HIRTA

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SCHIZACHYRIUM SCOPARIUM

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SECALE CEREALE

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SENNA HEBECARPA

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0.010 LB PLS

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0.006 LB PLS

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SOLIDAGO NEMORALIS

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SORGHASTRUM NUTANS

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TRADESCANTIA OHIENSIS

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VERBENA HASTATA

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ZIZIA AUREA

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NARROWLEAF MOUNTAINMINT

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COMMON MILKWEED

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BLUE FALSE INDIGO

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PARTRIDGE PEA

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LANCELEAF COREOPSIS

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DEERTONGUE GRASS

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FLAT TOPPED WHITE ASTER

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PURPLE CONEFLOWER

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VIRGINIA WILDRYE

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BONESET

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WHITE AVENS

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OXEYE SUNFLOWER

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WILD BERGAMOT

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TALL WHITE BEARDTONGUE

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BLACKEYED SUSAN

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LITTLE BLUESTEM

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RYE

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WILD SENNA

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GRAY GOLDENROD

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INDIANGRASS

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NEW ENGLAND ASTER

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OHIO SPIDERWORT

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BLUE VERVAIN

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GOLDEN ALEXANDERS

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%%UTREE REMOVAL

CUVA PERSONNEL WILL CUT DOWN TREES AS REQUIRED FOR CONSTRUCTION AND STAGING. CONTRACTOR SHALL BE RESPONSIBLE FOR TREE REMOVAL AND GRUBBING. SEE THE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION ON REMOVALS.

EXIST TRACK

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EXISTING TIMBER WALL TO REMAIN (PROTECT IN PLACE)

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BACK FACE OF EXIST ABUTMENT BACKWALL

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EXIST BRIDGE ABUTMENT

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CIP CONC END CLOSURE WALL

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EXIST ROW LIMITS

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WP 2

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PRECAST CONC PLANK (TYP)

AutoCAD SHX Text W24x104 STEEL PILE IN 36" CONC DRILLED SHAFT (TYP)

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RETAINING WALL

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15 SPA @ 9'-6" = 142'-6"

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BORING B-002 N: 469962.26 E: 187032.92 ELEV: 881.00

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BORING B-001 N: 469999.66 E: 186935.13 ELEV: 879.70

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MAG NAIL SET (M.N.S.)

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2:1 SLOPE

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(TYP)

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SOLDIER PILE SPACING

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AT PILE #1

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AT PILE #16

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WP 1

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EXISTING FIBER OPTIC LINE, (PROTECT IN PLACE)

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29'-0" MIN

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29'-0" MIN

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EXIST TIMBER WALL EXPOSED LIMITS

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TOP OF WALL ELEV 875.25

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EXISTING TOP OF RAIL ELEV 880.68±

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TOP OF WALL ELEV 873.75

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TOP OF WALL ELEV 874.25

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TOP OF WALL ELEV 874.75

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EXISTING TOP OF RAIL

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TOP OF WALL ELEV 875.75

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EXISTING TOP OF RAIL ELEV 881.91±

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EXISTING N. HOWARD ST BRIDGE ABUTMENT

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ELEV 866.75

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EXISTING GROUND LINE= PROPOSED GROUND LINE AT FRONT FACE OF WALL

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3" WEEP HOLE (TYP)

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36" CONC DRILLED SHAFT (TYP)

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ELEV 867.75

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ELEV 866.75

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ELEV 866.25

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ELEV 865.75

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ELEV 867.75

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ELEV 867.25

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ELEV 866.75

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ELEV 866.25

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ELEV 865.75

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ELEV 865.25

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ELEV 865.25

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AutoCAD SHX Text T2.5

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AutoCAD SHX Text B3.5-A

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15 SPA @ 9'-6" = 142'-6"

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BOTTOM OF STEEL PILE

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PRECAST CONC PLANK STENCIL (BACK FACE OF WALL, TYP)

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SOLDIER PILE SPACING

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NOTE: WP = WORKING POINT SET AT PILE.

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PILE WALL STA 1+46.50

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PILE WALL STA 0+04.00

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BACK FACE OF EXIST ABUTMENT BACKWALL WALL STA 0+00

AutoCAD SHX Text 3/4/2025 3:36:18 PM Cohn, Kimberly c:\pwworking\central01\d4770688\S2 WALL P&E.dwg

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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WALL PLAN AND ELEVATION

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AutoCAD SHX Text 80078

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A. MCCUNE

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K. COHN

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B. WINKELBAUER

AutoCAD SHX Text 03/03/2025

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REPLACE RETAINING WALL AT CUVA SCENIC RR MP 40.3

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CUYAHOGA VALLEY NATIONAL PARK, SUMMIT COUNTY, OH

AutoCAD SHX Text 246020

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PLAN

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ELEVATION

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SCALE OF FEET

AutoCAD SHX Text 3/16" = 1'-0"

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SCALE

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SCALE

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SCALE

EXIST TRACK

AutoCAD SHX Text 21'-6"±

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VARIES 11'-0"± MIN TO 13'-6"± MAX

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3" WEEP HOLE

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TOP OF SHAFT

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BOTTOM OF PILE

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EXIST GROUND LINE

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36" CONCDRILLED SHAFT

AutoCAD SHX Text PLACE GEOTEXTILE FABRIC BETWEEN POROUS BACKFILL AND FILL, INCLUDING TOP AND BOTTOM

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PRECAST CONC PLANK (TYP)

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RETAINING WALL= PILES AND SHAFTS

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PROPOSED GROUND LINE

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BOTTOM OF SHAFT

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TOP OF WALL

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APPROVED SUPPORT SPACER

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PLAN

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SECTION

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SHAFT= PILE

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DOWELS

AutoCAD SHX Text #6 BAR x 1'-6"

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36" CONCDRILLED SHAFT

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PRECAST CONC WALL PLANK (ABOVE, TYP)

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CIP CONC STEP

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6" OR

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6" OR

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36" CONCDRILLED SHAFT

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CONST JNT (SEE NOTES)

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#6 DOWEL (TYP)

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CIP CONC STEP

AutoCAD SHX Text 4"±

AutoCAD SHX Text STEP CONSTRUCTION JOINT NOTES: 1. APPLY A CONSTRUCTION BONDING AGENT AGAINST THE DRILLED APPLY A CONSTRUCTION BONDING AGENT AGAINST THE DRILLED SHAFT CONCRETE PRIOR TO PLACING STEP CONCRETE. 2. UTILIZE THE SAME BONDING AGENT AS APPROVED BY THE COR UTILIZE THE SAME BONDING AGENT AS APPROVED BY THE COR FOR USE AT THE EXISTING ABUTMENT INTERFACE WITH THE CIP CONCRETE END CLOSURE WALL. 3. FOLLOW BONDING AGENT MANUFACTURER RECOMMENDATIONS FOLLOW BONDING AGENT MANUFACTURER RECOMMENDATIONS FOR SURFACE CLEANING AND PREPARATION.

AutoCAD SHX Text W24x104 STEEL PILE (TYP)

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TOP OF WALL

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PROPOSED GROUND LINE

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PRECAST CONC PLANK (TYP)

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EXISTING GROUND LINE

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3" WEEP HOLE

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36" CONCDRILLED SHAFT

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SEE NOTE 2

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SEE NOTE 3

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GEOTEXTILE FABRIC (TYP)

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BACK FACE OF CONC PLANKS

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AutoCAD SHX Text NOTES: 1. DETAILS SHOWN AT SOLDIER PILE WALL. DETAILS SIMILAR DETAILS SHOWN AT SOLDIER PILE WALL. DETAILS SIMILAR AT END CLOSURE WALL. 2. 5" (OR LARGER) SQUARE ALUMINUM OR GALVANIZED STEEL 5" (OR LARGER) SQUARE ALUMINUM OR GALVANIZED STEEL WIRE " MESH HARDWARD CLOTH, MIN. WIRE DIA 0.025", 14" MESH HARDWARD CLOTH, MIN. WIRE DIA 0.025", CENTER OVER EACH 3" DIA WEEP HOLE AND ANCHOR FIRMLY TO BACK FACE OF PLANK OR END CLOSURE WALL. 3. ONE CUBIC FOOT POROUS BACKFILL MATERIAL IN A ONE CUBIC FOOT POROUS BACKFILL MATERIAL IN A BURLAP SACK SECURELY TIED AND ATTACHED TO PLANK OR END CLOSURE WALL AT EACH WEEP HOLE. 4. POROUS BACKFILL MATERIAL SHALL BE CONTINUOUS POROUS BACKFILL MATERIAL SHALL BE CONTINUOUS BEHIND RETAINING WALL AND END CLOSURE WALL.

AutoCAD SHX Text 3/4/2025 3:36:38 PM Cohn, Kimberly c:\pwworking\central01\d4770688\S3 WALL TYP DTLS.dwg

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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WALL TYPICAL

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SECTION AND DETAILS

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A. MCCUNE

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K. COHN

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B. WINKELBAUER

AutoCAD SHX Text 03/03/2025

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REPLACE RETAINING WALL AT CUVA SCENIC RR MP 40.3

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CUYAHOGA VALLEY NATIONAL PARK, SUMMIT COUNTY, OH

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TYPICAL WALL SECTION

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SCALE

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SCALE OF FEET

AutoCAD SHX Text 3/8" = 1'-0"

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SCALE

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SCALE OF FEET

AutoCAD SHX Text 1"=1'-0"

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WALL STEP DETAIL

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SCALE

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WEEP HOLE & GEOTEXTILE FABRIC DETAIL

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6" x 6" HAUNCH

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SEE DETAIL C, THIS SHEET

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PRECAST CONC WALL PLANK

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EXISTING TIMBER WALL (PROTECT IN PLACE)

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36" CONCDRILLED SHAFT

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EDGE OF EXIST SIDEWALK

AutoCAD SHX Text FRONT FACE OF EXIST ABUTMENT BACKWALL= FRONT FACE OF CAST-IN-PLACE CONC CLOSURE WALL

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CAST-IN-PLACE CONCRETE END CLOSURE WALL

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EXISTING FIBER OPTIC LINE (PROTECT IN PLACE)

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PILE

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2:1 SLOPE

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EXISTING ABUTMENT SEAT

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EXISTING SIDEWALK

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EXISTING ABUTMENT BACKWALL

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STEEL PILE

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PROPOSED GROUND LINE BEHIND END WALL

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ELEV 875.75

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36" CONCDRILLED SHAFT

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ELEV 879.25

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CAST-IN-PLACE CONCRETE END CLOSURE WALL

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#6 BARS AT 9" MAX, EACH DIRECTION, EACH FACE

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3" WEEPHOLE (TYP)

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PROPOSED GROUND LINE = EXISTING GROUND LINE AT FRONT FACE OF END WALL

AutoCAD SHX Text #6 DOWELS, 3 IN SIDE AND 1 IN TOP OF DRILLED SHAFT (SEE DOWEL INSTALLATION DETAIL & NOTES, TYP)

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BOTTOM OF CIP CONCRETE = TOP OF EXISTING ABUTMENT WINGWALL STEP ELEV 864.40±

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#5 BARS AT 9" MAX (MATCH VERTICAL BARS, TYP)

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3" WEEP HOLE (TYP)

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EXISTING SIDEWALK

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ELEV 875.75

AutoCAD SHX Text 6"±

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PROPOSED GROUND LINE = EXISTING GROUND LINE AT FRONT FACE OF END WALL

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EXISTING GROUND LINE BEHIND ABUTMENT

AutoCAD SHX Text #6 DOWEL, INSTALL AT 9" MAX SPACING ON HORIZ & VERT FACES OF EXIST ABUTMENT (SEE DOWEL INSTALLATION DETAIL & NOTES, TYP)

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EXISTING TIMBER WALL (BEYOND ABUTMENT)

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EXISTING ABUTMENT SEAT

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EXISTING GROUND LINE BEHIND BACKWALL

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EXISTING ABUTMENT BACKWALL

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ELEV 879.25

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RETAINING WALL= STEEL PILE

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FRONT FACE OF CONCRETE= FRONT FACE OF STEEL PILE

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#6 BAR EA FACE, FIELD BEND TO MATCH TOP OF END WALL GEOMETRY

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PROPOSED GROUND LINE BEHIND END WALL

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#6 BARS AT 9" MAX, EACH DIRECTION, EACH FACE

AutoCAD SHX Text W24x104 STEEL PILE (BEYOND)

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GROUND LINE OR TOP OF EXISTING ABUTMENT AT WEEP HOLE (TYP)

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EXISTING GROUND LINE

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BOTTOM OF CIP CONCRETE= TOP OF EXISTING ABUTMENT WINGWALL STEP ELEV 864.40±

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36" CONC DRILLED SHAFT (BEYOND)

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#5 BARS AT 9" MAX (MATCH VERTICAL BARS, TYP)

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EXISTING FIBER OPTIC LINE (PROTECT IN PLACE)

AutoCAD SHX Text PLACE 1" THICK EXPANSION JOINT FILLER BETWEEN PILE AND CONCRETE, FULL HEIGHT OF CONCRETE

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CAST-IN-PLACE CONCRETE END CLOSURE WALL

AutoCAD SHX Text W24x104 STEEL PILE

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PRECAST CONC PLANK

AutoCAD SHX Text 3/4/2025 3:37:14 PM Cohn, Kimberly c:\pwworking\central01\d4770688\S4 EC WALL DETAILS.dwg

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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END CLOSURE WALL DETAILS

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(1 OF 2)

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AutoCAD SHX Text A. McCUNE

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K. COHN

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B. WINKELBAUER

AutoCAD SHX Text 03/03/2025

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REPLACE RETAINING WALL AT CUVA SCENIC RR MP 40.3

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CUYAHOGA VALLEY NATIONAL PARK, SUMMIT COUNTY, OH

AutoCAD SHX Text 246020

AutoCAD SHX Text S4

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SCALE OF INCHES

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AutoCAD SHX Text 1-1/2" = 1'-0"

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SCALE OF FEET

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AutoCAD SHX Text 1/2" = 1'-0"

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SCALE

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END CLOSURE WALL FRAMING PLAN

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SCALE

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END CLOSURE WALL FRAMING ELEVATION

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SCALE

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END CLOSURE WALL FRAMING SIDE VIEW

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PILE INTERFACE DETAIL

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NOTE: WHEN PLACING CONCRETE AGAINST AN EXISTING SURFACE, APPLY A STRUCTURAL BONDING AGENT AGAINST THE EXISTING CONCRETE OR STONE PRIOR TO PLACING NEW CONCRETE. FOLLOW BONDING MANUFACTURER RECOMMENDATIONS FOR SURFACE CLEANING AND PREPARATION. SEE PROJECT SPECIFICATIONS FOR BONDING AGENT REQUIREMENTS.

EJ FILLER

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FRONT FACE (TYP)

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BACK FACE (TYP)

AutoCAD SHX Text INSTALL HORIZONTAL ABUTMENT DOWELS IN LINE WITH FRONT FACE HORIZONTAL REINFORCING AND SPLICE WITH REINFORCING

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#6 BAR @ 10" MAX (MATCH HORIZ BARS)

AutoCAD SHX Text 1" ALLOWABLE THICKNESS AT FRONT FACE OF WALL FOR INTRUSION FROM CONCRETE PATTERN/FORMLINER (TYP)

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#6 BAR AT 10" MAX (MATCH HORIZ BARS)

AutoCAD SHX Text 2'-0"

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#6 BAR AT 9" MAX EACH FACE (TYP)

AutoCAD SHX Text 1'-3"

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1" THICK FIBER EJ FILLER PER ASTM D1751

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#5 BAR AT 9" MAX AT TOP FACE OF WALL (MATCH VERTICAL BARS, TYP)

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text FIELD DRILL HOLE AND INSTALL #6 DOWEL WITH EPOXY ADHESIVE (HOLE DIA PER EPOXY MANUFACTURER RECOMMENDATIONS FOR #6 BAR, SEE SHEET S1 FOR EXPOXY ADHESIVE REQUIREMENTS)

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EMBED

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PROJECTION

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FACE OF EXISTING ABUTMENT OR CONC SHAFT

AutoCAD SHX Text DOWEL INSTALLATION NOTES: 1. PLACE DOWELS NO CLOSER THAN 6" PLACE DOWELS NO CLOSER THAN 6" TO THE EDGE OF CONCRETE SHAFT OR EXISTING ABUTMENT. 2. DOWELS IN CONC DRILLED SHAFT DOWELS IN CONC DRILLED SHAFT MAY BE CAST-IN OR FIELD DRILLED AND EPOXIED. 3. PROJECTION LENGTH AT CIP CONC PROJECTION LENGTH AT CIP CONC STEPS IS LIMITED BY STEP HEIGHT AND REQUIRED CONCRETE COVER.

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#6 DOWEL BAR

AutoCAD SHX Text CLOSURE WALL #6 BAR, LAP WITH DOWEL BAR (EXCEPT AT HORIZONTAL DOWELS IN CONC SHAFT)

AutoCAD SHX Text 3/4/2025 3:37:27 PM Cohn, Kimberly c:\pwworking\central01\d4770688\S5 EC WALL DETAILS.dwg

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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END CLOSURE WALL DETAILS

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(2 OF 2)

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AutoCAD SHX Text 80078

AutoCAD SHX Text

AutoCAD SHX Text A. McCUNE

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K. COHN

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B. WINKELBAUER

AutoCAD SHX Text 03/03/2025

AutoCAD SHX Text

REPLACE RETAINING WALL AT CUVA SCENIC RR MP 40.3

AutoCAD SHX Text

CUYAHOGA VALLEY NATIONAL PARK, SUMMIT COUNTY, OH

AutoCAD SHX Text 246020

AutoCAD SHX Text S5

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SCALE OF INCHES

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AutoCAD SHX Text 1-1/2" = 1'-0"

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SCALE

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AutoCAD SHX…

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