S01_Attachment A - Conneautville Final Design Drawings.pdf

PDF 10 MB Posted

Attached to
Construction of Thatcher Run PA-112 Conneautville Dam Rehabilitation, Crawford County, PA.
Solicitation number
12FPC324B0001
Issued by

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This document appears to be Attachment A - Conneautville Final Design Drawings related to the federal contract opportunity for the Construction of Thatcher Run PA-112 Conneautville Dam Rehabilitation, Crawford County, PA.

The solicitation, issued by the USDA Farm Production and Conservation - Acquisition and Procurement Division on behalf of the NRCS, is for the rehabilitation of the Conneautville Dam to meet state and federal dam safety criteria and maintain the current level of flood protection. The project requires realignment of the auxiliary spillway channel, expansion of the training dike, installation of a sheetpile wall, lime treatment of soils, reconfiguration of drain pipes, construction of a filter diaphragm, and replacement of the trash rack. The contract is a 100% Small Business set-aside with a firm fixed price construction contract anticipated under Sealed Bidding procedures. The estimated project magnitude is between $1,000,000 and $5,000,000, with a 217 calendar day period of performance. A bid guarantee of 20% and performance and payment bonds of 100% are required. The NAICS code is 237990 with a $45M size standard.

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Other files

File Type Posted
S01_PA-112 Site Showing Statements Questions 2024.pdf PDF
S01_12FPC324B0001_0001.pdf PDF
S01_3 Conneautville Select Construction As-Builts 1984.pdf PDF
S01_Site Showing Sign In Sheet.pdf PDF
S01_2 Conneautville Final Geotechnical Report Rev 1.pdf PDF
S01_1 Conneautville Final Design Report.pdf PDF
S01_Attachment C - Wage Determination PA20240002 - 02232024.pdf PDF
S01_12FPC324B0001.pdf PDF
S01_Attachment B - Conneautville Final Design Technical Specs.pdf PDF

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PA-RC&D-112

VICINITY MAP

00 1000' 2000'

SCALE: 1"=1000'

CONNEAUTVILLE DAM

DAM REHABILITATION PROJECT

CRAWFORD COUNTY, PENNSYLVANIA

PA-RC&D-112

PADEP NO. 20-064

CONNEAUTVILLE BOROUGH

IN COOPERATION WITH THE

U.S. DEPARTMENT OF AGRICULTURE

NATURAL RESOURCES CONSERVATION SERVICE

JUNE 1, 2018

REFERENCE: USGS 7.5 MINUTE QUADRANGLE BEAVER CENTER, PA;

CONNEAUTVILLE, PA; LINESVILLE, PA; AND HARMONSBURG, PA.

N

N a t u r a l

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C o n s e r v a t i o n

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JOB CLASS VII

List of Drawings

Sheet Number Sheet Title Sheet Date

CS-1 COVER SHEET 4/20/20

G-1 GENERAL NOTES 11/20/20

G-2 EXISTING PLAN 11/20/20

G-3 TEST BORING LOCATION PLAN 11/20/20

G-4 GEOLOGIC SECTIONS 11/20/20

G-5 CONTRACT LIMITS AND STAGING AREA PLAN 4/20/20

G-6 PROJECT LAYOUT AND CONTROL 11/20/20

C-1 PROPOSED PLAN 11/20/20

C-2 LIME TREATMENT 11/20/20

C-3 ASW TYPICAL SECTIONS 11/20/20

C-4 ASW MULTIPLE SECTIONS 11/20/20

C-5 SHEETPILE WALL PROFILE 11/20/20

C-6 DRAINAGE PLAN AND SECTIONS 11/20/20

C-7 TRASH RACK DETAILS 11/20/20

ES-1 ESC PLAN - EXTENTS 11/20/20

ES-2 ESC PLAN - MAIN DAM 11/20/20

ES-3 ESC PLAN - STAGING AREAS 11/20/20

ES-4 ESC DETAILS 11/20/20

ES-5 ESC NOTES 11/20/20

CALL BEFORE YOU DIG!

PENNSYLVANIA LAW REQUIRES

3 WORKING DAYS NOTICE FOR

CONSTRUCTION PHASE AND 10 WORKING

DAYS IN DESIGN STAGE - STOP CALL

POCS SERIAL NUMBER

20180512738 I, Jeremy Young, do hereby certify pursuant to the penalties of 18 Pa.C.S.A. Sec.

4904 to the best of my knowledge, information and belief, that the information contained in the accompanying plans, specifications, and reports has been prepared in accordance with accepted engineering practice, is true and correct, and is in conformance with Chapter 105 of the rules and regulations of the

Department of Environmental Protection.

DATE:

DATE:

APPROVED BY

State Conservation Engineer

Natural Resources Conservation

Service Harrisburg, Pennsylvania

6/1/2018

6/9/2020

AutoCAD SHX Text Crawford County, PA

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M.DIRDAL

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M.DIRDAL

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J.YOUNG

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P.WELLE/G.ROBBLEE

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AutoCAD SHX Text 02/18

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AutoCAD SHX Text Checked

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AutoCAD SHX Text Chautauqua-Conneaut Watershed

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CONNEAUTVILLE DAM

AutoCAD SHX Text Drawing No.

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SHEET 1 OF 19

AutoCAD SHX Text Project No.

AutoCAD SHX Text 15715008

AutoCAD SHX Text 6/1/18

AutoCAD SHX Text 1380 Wilmington Pike, Suite 100 West Chester, PA 19382 Phone: 610-696-6066 Fax: 610-696-7771 schnabel-eng.com

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ENGINEER

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REGISTERED

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PE073291

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JEREMY R. YOUNG

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PERMITTING SUBMISSION

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REVISED PADEP SUBM.

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AutoCAD SHX Text 06/01/18

AutoCAD SHX Text 11/20/19

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REVISED E&S SUBM.

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AutoCAD SHX Text 04/20/20

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CS-1

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COVER SHEET

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JEREMY R. YOUNG, P.E.

avasko New Stamp 1

C

LOD

C&G

CFS

NPDES

CFS

NPDES

B-1

TP-1

B-1

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ABBREVIATIONS

APPROX. APPROXIMATE

ASW AUXILIARY SPILLWAY

BM BENCH MARK

D/S DOWNSTREAM

DWG DRAWING

EL ELEVATION

FT FOOT

HDPE HIGH DENSITY POLYETHYLENE

ID INSIDE DIAMETER

IN INCHES

LB POUND

MAX MAXIMUM

MIN MINIMUM

NOM NOMINAL

N.T.S. NOT TO SCALE

O.C. ON CENTER

PC POINT OF CURVATURE

PROJ PROJECT

PSI POUNDS PER SQUARE INCH

PSW PRINCIPAL SPILLWAY

PT POINT OF TANGENCY

PVC POLYVINYL CHLORIDE PIPE

RCP REINFORCED CONCRETE PIPE

REF REFERENCE

SPEC SPECIFICATION

SS STAINLESS STEEL

STA STATION

TYP TYPICAL

U/S UPSTREAM

VERT VERTICAL

W WIDTH

W/ WITH

W/O WITHOUT

℄ CENTERLINE

Ø DIAMETER

ADDITIONAL INFORMATION

PLAN / SECTION / DETAIL

DRAWING SYMBOLS LEGEND

SECTION INDICATOR

SECTION NUMBER*

DRAWING NUMBER ON

WHICH SECTION APPEARS

PLAN, SECTION OR DETAIL LABEL

DIRECTION WHICH

SECTION IS SHOWN

PLAN, SECTION OR

DETAIL NUMBER

SCALE INDICATOR

VERBAL SCALE**

* SECTION AND ELEVATION INDICATORS ARE SIMILAR. SECTION AND ELEVATION NUMBERS ARE

COMBINED AND SEQUENTIAL ON EACH DRAWING.

** VERBAL SCALE IS SHOWN FOR CONVENIENCE. ALL DRAWINGS SHOULD BE CHECKED TO ENSURE

THAT THE SCALE BAR ITSELF IS SHOWN AT ACTUAL SIZE. DRAWINGS NOT PLOTTED AT THEIR

INTENDED SIZE (ARCH D 24" x 36") WILL NOT SCALE PROPERLY.

1.00"0.75" 1.50"

PLAN, SECTION OR DETAIL TITLE

DETAIL INDICATOR

DETAIL NUMBER

DRAWING NUMBER ON

WHICH DETAIL APPEARS

OPTIONAL ADDITIONAL INFORMATION

00 1' 2'

SCALE: 3/4"=1'0"

00 2' 4'

SCALE: 1/2"=1'0"

00 1'

SCALE: 1-1/2"=1'0"

2'

BORING & TEST PITS SYMBOLS LEGEND

BORING LOCATION (TERRA, 2010)

BORING LOCATION (SCHNABEL, 2016)

TEST PIT LOCATION (SCHNABEL, 2016)

EXISTING FEATURES LEGEND

MAJOR CONTOUR

MINOR CONTOUR

TREE LINE

INDIVIDUAL TREE

WATER LINE

POST

TELEPHONE POLE

FENCE

IRON PIN

CONTROL POINT

WETLANDS

BORROW AREAS (FROM AS-BUILTS)

CONCRETE

PROPOSED FEATURES LEGEND

MAJOR CONTOUR

MINOR CONTOUR

TREE LINE

LIMIT OF TOPOGRAPHIC SURVEY

LIMIT OF DISTURBANCE

STAGING AREAS

LIMIT OF CLEARING

LIMIT OF CLEARING AND GRUBBING

LIMIT OF LIME TREATMENT

LIMIT OF EXCAVATION

SHEETPILE WALL

COMPOST FILTER SOCK

NPDES BOUNDARY

DRAIN FILL (COARSE)

DRAIN FILL (FINE)

RIPRAP

TOPSOIL

GENERAL NOTES

1. EXISTING SURVEY WAS PERFORMED IN APRIL 2016 BY T.W. ENGINEERING, INC. HORIZONTAL CONTROL IS

BASED ON PENNSYLVANIA STATE PLANE COORDINATE SYSTEM (SPCS 83), NORTH ZONE. VERTICAL CONTROL

IS BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).

2. RELOCATE SURVEY REFERENCE POINTS AS NECESSARY OUTSIDE LIMIT OF WORK PRIOR TO DISTURBANCE.

3. LIMIT OF DISTURBANCE: 13.2 ACRES

4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM WORK IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING AND

COORDINATING ALL WORK WITH THE AFFECTED UTILITY COMPANIES.

5. CALL BEFORE YOU DIG! CONTRACTOR SHALL CONTACT PENNSYLVANIA ONE CALL SYSTEM AT 1-800-242-1776

AT LEAST THREE DAYS PRIOR TO ANY EXCAVATION.

6. REFERENCES TO "LEFT" AND "RIGHT" WITHIN THESE PLANS ASSUME ONE IS LOOKING DOWNSTREAM.

7. AT NO TIME DURING CONSTRUCTION SHALL EQUIPMENT AND MATERIALS RESTRICT FLOW IN THE AUXILIARY

SPILLWAY BY MORE THAN 25% OF THE CROSS-SECTIONAL AREA.

8. ALL CONSTRUCTION SHALL CONFORM TO THESE PROJECT PLANS AND SPECIFICATIONS WHICH SHALL

GOVERN. ITEMS NOT ADDRESSED BY THE PROJECT PLANS AND SPECIFICATIONS SHALL CONFORM TO THE

CURRENT EDITION OF THE PENNSYLVANIA DEPARTMENT OF TRANSPORTATION (PENNDOT) STANDARDS AND

SPECIFICATIONS, AND SHALL CONFORM WITH THE CURRENT EDITION OF THE PENNSYLVANIA UNIFORM

STATEWIDE BUILDING CODE.

9. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND/OR OTHER EQUIPMENT OF

MUD PRIOR TO ENTERING THE PENNDOT AND LOCAL RIGHT-OF-WAY. IT IS THE CONTRACTOR'S

RESPONSIBILITY TO CLEAN ALL STREETS, ALLAY DUST AND TO TAKE WHATEVER MEASURES NECESSARY TO

ENSURE THE ROAD(S) ARE MAINTAINED IN A CLEAN, MUD AND DUST FREE CONDITION AT ALL TIMES.

10. WHERE EXISTING NATURAL DRAINAGE DITCHES OR STREAM BANKS ARE DISTURBED DURING CONSTRUCTION

THE CONTRACTOR SHALL RESTORE THESE AREAS TO ORIGINAL ALIGNMENT, GRADE AND INVERT.

11. THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS WITH SEED AND MULCH OR SOD.

AutoCAD SHX Text Crawford County, PA

AutoCAD SHX Text

M.DIRDAL

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M.DIRDAL

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J.YOUNG

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P.WELLE/G.ROBBLEE

AutoCAD SHX Text 07/17

AutoCAD SHX Text 02/18

AutoCAD SHX Text 02/18

AutoCAD SHX Text 06/18

AutoCAD SHX Text Designed

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AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text Chautauqua-Conneaut Watershed

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CONNEAUTVILLE DAM

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text

SHEET 2 OF 19

AutoCAD SHX Text Project No.

AutoCAD SHX Text 15715008

AutoCAD SHX Text 6/1/18

AutoCAD SHX Text 1380 Wilmington Pike, Suite 100 West Chester, PA 19382 Phone: 610-696-6066 Fax: 610-696-7771 schnabel-eng.com

AutoCAD SHX Text V

AutoCAD SHX Text L

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PROFESSIONAL

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ENGINEER

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REGISTERED

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PE073291

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JEREMY R. YOUNG

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DESCRIPTION

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DATE

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PERMITTING SUBMISSION

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REVISED PADEP SUBM.

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AutoCAD SHX Text 06/01/18

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GENERAL NOTES

BENCH MARK SET

SQ CUT IN SE CORNER

OF CONC PAD FOR MON

PROJECT BASELINE

PSW BASELINE

4+00 5+00 6+00 7+00

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00 40' 80'

SCALE: 1"=40'

EXISTING PLAN

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3/4 IP

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3/4 IP-RABELL

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3/4 IP

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SR 4020 (WASHINGTON STREET)

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SR 4020 (WASHINGTON STREET)

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CHAINLINK FENCE

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RIP RAP SWALE

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WINDSTREAM 3014/013 ---/013 ALLTEL

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WINDSTREAM 3013/512 3014/012

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WINDSTREAM 3014/014 ALLTEL 3014/014

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CONCRETE MONUMENT AND PLAQUE

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36" RCP

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CONCRETE OVERFLOW STRUCTURE

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CONCRETE GATE POST 6"X6" SQ X 2' H

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COPPERWELD FOUND OLD STA 10+00STA 10+00

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IP FOUND OLD 7+007+00

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NO SWIMMING

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RIP RAP SWALE

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CONC HEADWALL

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BM

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GUY

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BIT

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BIT

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GRAVEL PARKING AREA

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GRASS

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GRASS

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GRASS

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WOODS

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LIGHT BRUSH

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LIGHT BRUSH

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GRASS

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REF

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REF

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3" STEEL POST

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REF

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8" WHITE BIRCH

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REF

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12" WHITE BIRCH

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REF

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15" OAK

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REF

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12" OAK

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REF

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SIGN - NO MOTOR VEHICLES

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WOOD FENCE POST

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20" TRIPLE MAPLE

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6" CRABAPPLE

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6" CRABAPPLE

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8" WHITE BIRCH

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REF

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SEG MARKER SR 4020 20/10

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15" WHITE BIRCH

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REF

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REF

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ELMS

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GRASS

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12" TPP

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WOODS

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18" RCP

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COPPERWELD FOUND

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3/4 IP- RABELL

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36" RCP INV = 970.37'

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18" RCP INV = 972.55'

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FLOW

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M.DIRDAL

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M.DIRDAL

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J.YOUNG

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P.WELLE/G.ROBBLEE

AutoCAD SHX Text 07/17

AutoCAD SHX Text 02/18

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CONNEAUTVILLE DAM

AutoCAD SHX Text Drawing No.

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SHEET 3 OF 19

AutoCAD SHX Text Project No.

AutoCAD SHX Text 15715008

AutoCAD SHX Text 6/1/18

AutoCAD SHX Text 1380 Wilmington Pike, Suite 100 West Chester, PA 19382 Phone: 610-696-6066 Fax: 610-696-7771 schnabel-eng.com

AutoCAD SHX Text V

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PROFESSIONAL

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ENGINEER

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REGISTERED

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PE073291

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JEREMY R. YOUNG

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DESCRIPTION

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DATE

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PERMITTING SUBMISSION

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REVISED PADEP SUBM.

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AutoCAD SHX Text 06/01/18

AutoCAD SHX Text 11/20/19

AutoCAD SHX Text G-2

EXISTING PLAN

BENCH MARK SET

SQ CUT IN SE CORNER

OF CONC PAD FOR MON

PROJECT BASELINE

PSW BASELINE

4+00 5+00 6+00 7+00

PROPOSED ASW BASELINE

TP-4

TP-5

TP-3

TP-2

TP-1

TP-19

TP-21

TP-20

TP-22

TP-18

TP-17

TP-23

TP-24

TP-9

TP-10

TP-11

TP-12

TP-14

TP-13

TP-15

TP-6

TP-8

TP-7

TP-16

B-1

B-3

B-2

B-4

B-3

B-1

B-2

G-4

G-4

G-4

LEGEND

BORING (TERRA 2010, APPROX

LOCATION)

BORING (SCHNABEL 2016)

TEST PIT (SCHNABEL 2016)

TP-1

B-1

B-1

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C o n s e r v a t i o n

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00 40' 80'

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TEST BORING LOCATION PLAN

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3/4 IP

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3/4 IP-RABELL

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3/4 IP

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SR 4020 (WASHINGTON STREET)

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SR 4020 (WASHINGTON STREET)

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CHAINLINK FENCE

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RIP RAP SWALE

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WINDSTREAM 3014/013 ---/013 ALLTEL

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WINDSTREAM 3013/512 3014/012

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WINDSTREAM 3014/014 ALLTEL 3014/014

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CONCRETE MONUMENT AND PLAQUE

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36" RCP

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CONCRETE OVERFLOW STRUCTURE

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CONCRETE GATE POST 6"X6" SQ X 2' H

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COPPERWELD FOUND OLD STA 10+00STA 10+00

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IP FOUND OLD 7+007+00

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NO SWIMMING

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RIP RAP SWALE

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CONC HEADWALL

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BM

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GUY

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BIT

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BIT

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GRAVEL PARKING AREA

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GRASS

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GRASS

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GRASS

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GRASS

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GRASS

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WOODS

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LIGHT BRUSH

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LIGHT BRUSH

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WOODS

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WOODS

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GRASS

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3" STEEL POST

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8" WHITE BIRCH

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12" WHITE BIRCH

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15" OAK

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AutoCAD SHX Text

12" OAK

AutoCAD SHX Text

REF

AutoCAD SHX Text

SIGN - NO MOTOR VEHICLES

AutoCAD SHX Text

WOOD FENCE POST

AutoCAD SHX Text

REF

AutoCAD SHX Text

REF

AutoCAD SHX Text

20" TRIPLE MAPLE

AutoCAD SHX Text

6" CRABAPPLE

AutoCAD SHX Text

REF

AutoCAD SHX Text

6" CRABAPPLE

AutoCAD SHX Text

REF

AutoCAD SHX Text

REF

AutoCAD SHX Text

REF

AutoCAD SHX Text

8" WHITE BIRCH

AutoCAD SHX Text

REF

AutoCAD SHX Text

SEG MARKER SR 4020 20/10

AutoCAD SHX Text

15" WHITE BIRCH

AutoCAD SHX Text

REF

AutoCAD SHX Text

REF

AutoCAD SHX Text

ELMS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

12" TPP

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

COPPERWELD FOUND

AutoCAD SHX Text

3/4 IP- RABELL

AutoCAD SHX Text

36" RCP INV = 970.37'

AutoCAD SHX Text

18" RCP INV = 972.55'

AutoCAD SHX Text

FLOW

AutoCAD SHX Text Crawford County, PA

AutoCAD SHX Text

M.DIRDAL

AutoCAD SHX Text

M.DIRDAL

AutoCAD SHX Text

J.YOUNG

AutoCAD SHX Text

P.WELLE/G.ROBBLEE

AutoCAD SHX Text 07/17

AutoCAD SHX Text 02/18

AutoCAD SHX Text 02/18

AutoCAD SHX Text 06/18

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text Chautauqua-Conneaut Watershed

AutoCAD SHX Text

CONNEAUTVILLE DAM

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text

SHEET 4 OF 19

AutoCAD SHX Text Project No.

AutoCAD SHX Text 15715008

AutoCAD SHX Text 6/1/18

AutoCAD SHX Text 1380 Wilmington Pike, Suite 100 West Chester, PA 19382 Phone: 610-696-6066 Fax: 610-696-7771 schnabel-eng.com

AutoCAD SHX Text V

AutoCAD SHX Text L

AutoCAD SHX Text S

AutoCAD SHX Text Y

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text N

AutoCAD SHX Text N

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text M

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text L

AutoCAD SHX Text

REGISTERED

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text N

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text T

AutoCAD SHX Text H

AutoCAD SHX Text

PE073291

AutoCAD SHX Text

JEREMY R. YOUNG

AutoCAD SHX Text

REV

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PERMITTING SUBMISSION

AutoCAD SHX Text

REVISED PADEP SUBM.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 06/01/18

AutoCAD SHX Text 11/20/19

AutoCAD SHX Text G-3

TEST BORING LOCATION PLAN

E L

E V

A T

I O

N

STATION

0+00 1+00 2+00 2+50

1+00 2+00 2+50

UDF-01

UDF-02

UDF-03

UDF-04

UDF-05

20+ROD

B-1

UD-01

UD-02

UD-03

UD-04

UD-05

UD-06

ESTIMATED FILTER AND

DRAINAGE MATERIALS LIMITS

EXISTING GRADE

B-2

EMBANKMENT FILL

FOUNDATION MATERIAL

CL

ML

ML

CL

CL

ML

CL

ML

CL-ML

ML

ML

ML

ML-CL

ML

ML

SM

ML

ML

ML

ML

ML-CL

ML

CL

ML

CL

SP

SP

SP

CL

SP

CL

ML-CL

CL-ML

ML-CL

ML-CL

E L E

V A

T I O

N

STATION

0+00 1+00 2+00 2+50

1+00 2+00 2+50

UDF-01

UD-01

UD-02

UD-03

UD-04

UD-05

ESTIMATED FILTER AND

DRAINAGE MATERIALS LIMITS

EMBANKMENT FILL

FOUNDATION MATERIAL

B-3

B-4

CL

ML

ML

CL

CL

CL

ML-CL

ML-CL

SM

ML

ML

ML

ML-CL

SP-SM

ML

ML

CL

SP

SW

CL

SP

CL-ML

ML

CL

E L E

V A

T I O

N

STATION

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00

1+00 2+00 3+00 4+00 5+00 6+00 7+00

N-VALUE (TYP.)

BORING LOCATION (TYP.)

EXISTING GRADE

B-2

B-1

B-3

ST

ST

ST

ST

ST

ST

CL-ML

ML

FINE SAND

ML

CL-ML

CL

CL-ML

CL-ML

CL-ML

ML

SM

CL-ML

CL-ML

CL-ML

ML

CL-ML

CL-ML

CL-ML

CL-ML

N a t u r a l

R e s o u r c e s

C o n s e r v a t i o n

S e r v i c e

U n i t e d

S t a t e s

D e p a r t m e n t o f

A g r i c u l t u r e

G

S F

W

A l l

R i g h t s

R e s e r v e d

PROFILE ALONG PROPOSED ASW BASELINE

00 40' 80'

SCALE: 1"=40'

HORIZONTAL

VERTICAL

00 10' 20'

SCALE: 1"=10'

DAM SECTION ALONG B-1 AND B-2

00 20' 40'

SCALE: 1"=20'

DAM SECTION ALONG B-3 AND B-4

00 20' 40'

SCALE: 1"=20'

NOTES:

1. N-VALUES ARE THE TOTAL NUMBER OF BLOWS REQUIRED TO DRIVE THE SAMPLER ONE FOOT FROM A

PENETRATION VALUE OF 6 INCHES TO 18 INCHES.

2. BORINGS ALONG PROPOSED ASW BASELINE WERE PERFORMED BY TERRA TESTING IN NOVEMBER 2010, AND WERE TRANSPOSED ONTO THE ASW PROFILE. USCS CLASSIFICATIONS ARE BASED ON SOIL

DESCRIPTIONS IN THE BORING LOGS. IN CASES WHERE SOIL CLASSIFICATION WAS UNCLEAR, SOIL

DESCRIPTION WAS USED.

3. GROUND WATER WAS NOT NOTED ON THE 2010 TERRA BORINGS.

4. BORINGS AT DAM SECTIONS WERE PERFORMED BY GSFW JV IN 2016.

AutoCAD SHX Text Crawford County, PA

AutoCAD SHX Text

M.DIRDAL

AutoCAD SHX Text

M.DIRDAL

AutoCAD SHX Text

J.YOUNG

AutoCAD SHX Text

P.WELLE/G.ROBBLEE

AutoCAD SHX Text 07/17

AutoCAD SHX Text 02/18

AutoCAD SHX Text 02/18

AutoCAD SHX Text 06/18

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text Chautauqua-Conneaut Watershed

AutoCAD SHX Text

CONNEAUTVILLE DAM

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text

SHEET 5 OF 19

AutoCAD SHX Text Project No.

AutoCAD SHX Text 15715008

AutoCAD SHX Text 6/1/18

AutoCAD SHX Text 1380 Wilmington Pike, Suite 100 West Chester, PA 19382 Phone: 610-696-6066 Fax: 610-696-7771 schnabel-eng.com

AutoCAD SHX Text V

AutoCAD SHX Text L

AutoCAD SHX Text S

AutoCAD SHX Text Y

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text N

AutoCAD SHX Text N

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text M

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text L

AutoCAD SHX Text

REGISTERED

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text N

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text T

AutoCAD SHX Text H

AutoCAD SHX Text

PE073291

AutoCAD SHX Text

JEREMY R. YOUNG

AutoCAD SHX Text

REV

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PERMITTING SUBMISSION

AutoCAD SHX Text

REVISED PADEP SUBM.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 06/01/18

AutoCAD SHX Text 11/20/19

AutoCAD SHX Text G-4

GEOLOGIC SECTIONS

BENCH MARK SET

SQ CUT IN SE CORNER

OF CONC PAD FOR MON

4+00 5+00 6+00 7+00

PSW BASELINE

C

C

C

C

C

G

C

G

C

G

C

G

C

G

C

G

C

C

C

C

CC

C

C

C

C

C

C

C

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

LOD

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

C

G

C

G

C

G

C

G

C

G

C

G

C

G

PROPOSED ASW BASELINE

PROJECT BASELINE

LIMIT OF 2016 TOPOGRAPHIC SURVEY.

LiDAR USED TO SUPPLEMENT OUTSIDE

THIS LIMIT.

EAST STAGING AREA

NORTH STAGING AREA

NOTE:

1. BALANCED EXCAVATION AND EARTHFILL

QUANTITIES ARE ANTICIPATED; HOWEVER,

BORROW FILL MAY BE OBTAINED IN THE

EAST BORROW AREA, IF NEEDED AFTER

ALL EXCAVATED MATERIAL FROM THE

EMBANKMENT AND ASW HAS BEEN

LIME-TREATED AND REPLACED, AND AS

APPROVED BY THE ENGINEER. BORROW

FILL MUST BE LIME-TREATED PER

CONSTRUCTION SPECIFICATION 28 -

LIME-TREATED EARTHFILL.

2. LIME TREATMENT MIXING AND

STOCKPILING ANTICIPATED TO OCCUR IN

EAST STAGING AREA.

3. STOCKPILES SHALL BE LOCATED WITHIN

THE STAGING AREAS.

LOD Point Table

Point #

Northing

590206.79

590477.62

590474.40

590502.36

590566.82

590513.10

590478.64

590459.93

590201.97

590184.18

590287.26

590347.84

590152.85

589883.11

590057.30

590055.05

589912.65

589618.77

589869.35

589927.45

Easting

1255556.00

1255707.16

1255907.46

1256041.68

1256275.18

1256318.89

1256296.78

1256266.35

1256158.11

1256171.49

1256481.47

1256559.29

1256864.51

1256556.20

1256396.82

1256344.71

1256313.28

1256325.67

1255892.04

1255801.40

N a t u r a l

R e s o u r c e s

C o n s e r v a t i o n

S e r v i c e

U n i t e d

S t a t e s

D e p a r t m e n t o f

A g r i c u l t u r e

G

S F

W

A l l

R i g h t s

R e s e r v e d

00 80' 160'

SCALE: 1"=80'

LIMITS PLAN

N

AutoCAD SHX Text

3/4 IP

AutoCAD SHX Text

3/4 IP-RABELL

AutoCAD SHX Text

3/4 IP

AutoCAD SHX Text

SR 4020 (WASHINGTON STREET)

AutoCAD SHX Text

SR 4020 (WASHINGTON STREET)

AutoCAD SHX Text

CHAINLINK FENCE

AutoCAD SHX Text

RIP RAP SWALE

AutoCAD SHX Text

WINDSTREAM 3014/013 ---/013 ALLTEL

AutoCAD SHX Text

WINDSTREAM 3013/512 3014/012

AutoCAD SHX Text

WINDSTREAM 3014/014 ALLTEL 3014/014

AutoCAD SHX Text

CONCRETE MONUMENT AND PLAQUE

AutoCAD SHX Text

36" RCP

AutoCAD SHX Text

CONCRETE OVERFLOW STRUCTURE

AutoCAD SHX Text

CONCRETE GATE POST 6"X6" SQ X 2' H

AutoCAD SHX Text

COPPERWELD FOUND OLD STA 10+00

AutoCAD SHX Text

IP FOUND OLD 7+00

AutoCAD SHX Text

NO SWIMMING

AutoCAD SHX Text

RIP RAP SWALE

AutoCAD SHX Text

CONC HEADWALL

AutoCAD SHX Text

BM

AutoCAD SHX Text

GUY

AutoCAD SHX Text

BIT

AutoCAD SHX Text

BIT

AutoCAD SHX Text

GRAVEL PARKING AREA

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

LIGHT BRUSH

AutoCAD SHX Text

LIGHT BRUSH

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

BRUSH

AutoCAD SHX Text

BRUSH

AutoCAD SHX Text

BRUSH

AutoCAD SHX Text

BRUSH

AutoCAD SHX Text

BRUSH

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

REF

AutoCAD SHX Text

REF

AutoCAD SHX Text

3" STEEL POST

AutoCAD SHX Text

REF

AutoCAD SHX Text

8" WHITE BIRCH

AutoCAD SHX Text

REF

AutoCAD SHX Text

12" WHITE BIRCH

AutoCAD SHX Text

REF

AutoCAD SHX Text

15" OAK

AutoCAD SHX Text

REF

AutoCAD SHX Text

12" OAK

AutoCAD SHX Text

REF

AutoCAD SHX Text

SIGN - NO MOTOR VEHICLES

AutoCAD SHX Text

WOOD FENCE POST

AutoCAD SHX Text

REF

AutoCAD SHX Text

REF

AutoCAD SHX Text

20" TRIPLE MAPLE

AutoCAD SHX Text

6" CRABAPPLE

AutoCAD SHX Text

REF

AutoCAD SHX Text

6" CRABAPPLE

AutoCAD SHX Text

REF

AutoCAD SHX Text

8" ELM

AutoCAD SHX Text

REF

AutoCAD SHX Text

REF

AutoCAD SHX Text

4" METAL BIRDHOUSE POLE

AutoCAD SHX Text

REF

AutoCAD SHX Text

REF

AutoCAD SHX Text

8" WHITE BIRCH

AutoCAD SHX Text

REF

AutoCAD SHX Text

SEG MARKER SR 4020 20/10

AutoCAD SHX Text

15" WHITE BIRCH

AutoCAD SHX Text

REF

AutoCAD SHX Text

REF

AutoCAD SHX Text

ELMS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

12" TPP

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

COPPERWELD FOUND

AutoCAD SHX Text

3/4 IP- RABELL

AutoCAD SHX Text

36" RCP INV = 970.37'

AutoCAD SHX Text

18" RCP INV = 972.55'

AutoCAD SHX Text Crawford County, PA

AutoCAD SHX Text

M.DIRDAL

AutoCAD SHX Text

M.DIRDAL

AutoCAD SHX Text

J.YOUNG

AutoCAD SHX Text

P.WELLE/G.ROBBLEE

AutoCAD SHX Text 07/17

AutoCAD SHX Text 02/18

AutoCAD SHX Text 02/18

AutoCAD SHX Text 06/18

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text Chautauqua-Conneaut Watershed

AutoCAD SHX Text

CONNEAUTVILLE DAM

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text

SHEET 6 OF 19

AutoCAD SHX Text Project No.

AutoCAD SHX Text 15715008

AutoCAD SHX Text 6/1/18

AutoCAD SHX Text 1380 Wilmington Pike, Suite 100 West Chester, PA 19382 Phone: 610-696-6066 Fax: 610-696-7771 schnabel-eng.com

AutoCAD SHX Text V

AutoCAD SHX Text L

AutoCAD SHX Text S

AutoCAD SHX Text Y

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text N

AutoCAD SHX Text N

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text M

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text L

AutoCAD SHX Text

REGISTERED

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text N

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text T

AutoCAD SHX Text H

AutoCAD SHX Text

PE073291

AutoCAD SHX Text

JEREMY R. YOUNG

AutoCAD SHX Text

REV

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PERMITTING SUBMISSION

AutoCAD SHX Text

REVISED PADEP SUBM.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 06/01/18

AutoCAD SHX Text 11/20/19

AutoCAD SHX Text

REVISED E&S SUBM.

AutoCAD SHX Text

AutoCAD SHX Text 04/20/20

AutoCAD SHX Text G-5

CONTRACT LIMITS AND STAGING AREA PLAN

BENCH MARK SET

SQ CUT IN SE CORNER

OF CONC PAD FOR MON

PROJECT BASELINE

PSW BASELINE

4+00 5+00 6+00 7+00

BM

PROJECT BASELINE

STATION=0+00.00

NORTHING=589732.62

EASTING=1255957.14

PROJECT BASELINE

STATION=3+25.00

NORTHING=590054.64

EASTING=1255913.25

PROJECT BASELINE

STATION=7+00.00

NORTHING=590418.91

EASTING=1256002.32

PROJECT BASELINE

STATION=10+50.00

NORTHING=590503.71

EASTING=1256341.89

PROPOSED ASW BASELINE

STATION=0+00.00

NORTHING=590020.76

EASTING=1256154.58

PC

PROPOSED ASW BASELINE

STATION=1+50.00

NORTHING=589949.98

EASTING=1256022.33

PT

PROPOSED ASW BASELINE

STATION=3+17.69

NORTHING=589973.88

EASTING=1255867.86

PROPOSED ASW BASELINE

STATION=7+00.00

NORTHING=590247.72

EASTING=1255601.09

PSW BASELINE

STATION=53+50.00

NORTHING=590271.58

EASTING=1256120.71

PSW BASELINE

STATION=56+50.00

NORTHING=590342.83

EASTING=1255829.29

PROJECT BASELINE

STATION=3+46.00

OFFSET=44.00R

NORTHING=590064.59

EASTING=1255960.98

PROPOSED ASW BASELINE

PROJECT BASELINE

STATION=5+85.00

PSW BASELINE

STATION=55+00.00

158.5°

117.8°

R130'

SHEETPILE ALIGNMENT

STATION=0+00.00

NORTHING=589886.92

EASTING=1255882.77

SHEETPILE ALIGNMENT

STATION=4+53.00

NORTHING=590211.40

EASTING=1255566.67

Benchmark Table

Point #

BM

Northing

590493.06

590456.24

590420.31

589755.86

590026.44

590067.84

590381.33

Easting

1256078.64

1256240.66

1255998.86

1256215.32

1256035.65

1255824.73

1255715.34

Elevation

993.14

1000.40

1001.53

1008.71

1000.95

999.48

979.74

Description

CONCRETE PAD

IRON PIN W/ CAP

IRON PIN W/ CAP

IRON PIN W/ CAP

IRON PIN W/ CAP

IRON PIN W/ CAP

IRON PIN W/ CAP

N a t u r a l

R e s o u r c e s

C o n s e r v a t i o n

S e r v i c e

U n i t e d

S t a t e s

D e p a r t m e n t o f

A g r i c u l t u r e

G

S F

W

A l l

R i g h t s

R e s e r v e d

00 40' 80'

SCALE: 1"=40'

PROJECT LAYOUT AND CONTROL

N

AutoCAD SHX Text

3/4 IP

AutoCAD SHX Text

3/4 IP-RABELL

AutoCAD SHX Text

3/4 IP

AutoCAD SHX Text

SR 4020 (WASHINGTON STREET)

AutoCAD SHX Text

SR 4020 (WASHINGTON STREET)

AutoCAD SHX Text

CHAINLINK FENCE

AutoCAD SHX Text

RIP RAP SWALE

AutoCAD SHX Text

WINDSTREAM 3014/013 ---/013 ALLTEL

AutoCAD SHX Text

WINDSTREAM 3013/512 3014/012

AutoCAD SHX Text

WINDSTREAM 3014/014 ALLTEL 3014/014

AutoCAD SHX Text

CONCRETE MONUMENT AND PLAQUE

AutoCAD SHX Text

36" RCP

AutoCAD SHX Text

CONCRETE OVERFLOW STRUCTURE

AutoCAD SHX Text

CONCRETE GATE POST 6"X6" SQ X 2' H

AutoCAD SHX Text

COPPERWELD FOUND OLD STA 10+00STA 10+00

AutoCAD SHX Text

IP FOUND OLD 7+007+00

AutoCAD SHX Text

NO SWIMMING

AutoCAD SHX Text

RIP RAP SWALE

AutoCAD SHX Text

CONC HEADWALL

AutoCAD SHX Text

BM

AutoCAD SHX Text

GUY

AutoCAD SHX Text

BIT

AutoCAD SHX Text

BIT

AutoCAD SHX Text

GRAVEL PARKING AREA

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

LIGHT BRUSH

AutoCAD SHX Text

LIGHT BRUSH

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

BRUSH

AutoCAD SHX Text

BRUSH

AutoCAD SHX Text

BRUSH

AutoCAD SHX Text

BRUSH

AutoCAD SHX Text

BRUSH

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

REF

AutoCAD SHX Text

REF

AutoCAD SHX Text

3" STEEL POST

AutoCAD SHX Text

REF

AutoCAD SHX Text

8" WHITE BIRCH

AutoCAD SHX Text

REF

AutoCAD SHX Text

12" WHITE BIRCH

AutoCAD SHX Text

REF

AutoCAD SHX Text

15" OAK

AutoCAD SHX Text

REF

AutoCAD SHX Text

12" OAK

AutoCAD SHX Text

REF

AutoCAD SHX Text

SIGN - NO MOTOR VEHICLES

AutoCAD SHX Text

WOOD FENCE POST

AutoCAD SHX Text

REF

AutoCAD SHX Text

REF

AutoCAD SHX Text

20" TRIPLE MAPLE

AutoCAD SHX Text

6" CRABAPPLE

AutoCAD SHX Text

REF

AutoCAD SHX Text

6" CRABAPPLE

AutoCAD SHX Text

REF

AutoCAD SHX Text

REF

AutoCAD SHX Text

REF

AutoCAD SHX Text

8" WHITE BIRCH

AutoCAD SHX Text

REF

AutoCAD SHX Text

SEG MARKER SR 4020 20/10

AutoCAD SHX Text

15" WHITE BIRCH

AutoCAD SHX Text

REF

AutoCAD SHX Text

REF

AutoCAD SHX Text

ELMS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

12" TPP

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

COPPERWELD FOUND

AutoCAD SHX Text

3/4 IP- RABELL

AutoCAD SHX Text

36" RCP INV = 970.37'

AutoCAD SHX Text

18" RCP INV = 972.55'

AutoCAD SHX Text

FLOW

AutoCAD SHX Text Crawford County, PA

AutoCAD SHX Text

M.DIRDAL

AutoCAD SHX Text

M.DIRDAL

AutoCAD SHX Text

J.YOUNG

AutoCAD SHX Text

P.WELLE/G.ROBBLEE

AutoCAD SHX Text 07/17

AutoCAD SHX Text 02/18

AutoCAD SHX Text 02/18

AutoCAD SHX Text 06/18

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text Chautauqua-Conneaut Watershed

AutoCAD SHX Text

CONNEAUTVILLE DAM

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text

SHEET 7 OF 19

AutoCAD SHX Text Project No.

AutoCAD SHX Text 15715008

AutoCAD SHX Text 6/1/18

AutoCAD SHX Text 1380 Wilmington Pike, Suite 100 West Chester, PA 19382 Phone: 610-696-6066 Fax: 610-696-7771 schnabel-eng.com

AutoCAD SHX Text V

AutoCAD SHX Text L

AutoCAD SHX Text S

AutoCAD SHX Text Y

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text N

AutoCAD SHX Text N

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text M

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text L

AutoCAD SHX Text

REGISTERED

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text N

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text T

AutoCAD SHX Text H

AutoCAD SHX Text

PE073291

AutoCAD SHX Text

JEREMY R. YOUNG

AutoCAD SHX Text

REV

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PERMITTING SUBMISSION

AutoCAD SHX Text

REVISED PADEP SUBM.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 06/01/18

AutoCAD SHX Text 11/20/19

AutoCAD SHX Text G-6

PROJECT LAYOUT AND CONTROL

BENCH MARK SET

SQ CUT IN SE CORNER

OF CONC PAD FOR MON

4+00 5+00 6+00 7+00

APPROX. LIMIT OF

LIME TREATMENT

REMOVE EXISTING TRASH

RACK AND REPLACE WITH

NEW TRASH RACK

RECONFIGURE EXISTING

DRAIN PIPES AND OUTLET

THROUGH HEADWALL

APPROX. LIMIT OF EXCAVATION

ASW CREST

EL 996.5

TOP OF DIKE

EL 1001.1

GRADE APPROACH AT

1% ADVERSE SLOPE

INSTALL FILTER

DIAPHRAGM

.0

:1

SHEETPILE WALL

C-2

C-2

RIPRAP

C-6

C-6

C-2

C-3

C-3

C-3

CLEAR AND GRUB TREE

C-5

C-2

N

N a t u r a l

R e s o u r c e s

C o n s e r v a t i o n

S e r v i c e

U n i t e d

S t a t e s

D e p a r t m e n t o f

A g r i c u l t u r e

G

S F

W

A l l

R i g h t s

R e s e r v e d

00 40' 80'

SCALE: 1"=40'

PROPOSED PLAN

AutoCAD SHX Text

3/4 IP

AutoCAD SHX Text

3/4 IP-RABELL

AutoCAD SHX Text

3/4 IP

AutoCAD SHX Text

SR 4020 (WASHINGTON STREET)

AutoCAD SHX Text

SR 4020 (WASHINGTON STREET)

AutoCAD SHX Text

CHAINLINK FENCE

AutoCAD SHX Text

RIP RAP SWALE

AutoCAD SHX Text

WINDSTREAM 3014/013 ---/013 ALLTEL

AutoCAD SHX Text

WINDSTREAM 3013/512 3014/012

AutoCAD SHX Text

WINDSTREAM 3014/014 ALLTEL 3014/014

AutoCAD SHX Text

CONCRETE MONUMENT AND PLAQUE

AutoCAD SHX Text

36" RCP

AutoCAD SHX Text

CONCRETE OVERFLOW STRUCTURE

AutoCAD SHX Text

CONCRETE GATE POST 6"X6" SQ X 2' H

AutoCAD SHX Text

COPPERWELD FOUND OLD STA 10+00STA 10+00

AutoCAD SHX Text

IP FOUND OLD 7+007+00

AutoCAD SHX Text

NO SWIMMING

AutoCAD SHX Text

RIP RAP SWALE

AutoCAD SHX Text

CONC HEADWALL

AutoCAD SHX Text

BM

AutoCAD SHX Text

GUY

AutoCAD SHX Text

BIT

AutoCAD SHX Text

BIT

AutoCAD SHX Text

GRAVEL PARKING AREA

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

LIGHT BRUSH

AutoCAD SHX Text

LIGHT BRUSH

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

BRUSH

AutoCAD SHX Text

BRUSH

AutoCAD SHX Text

BRUSH

AutoCAD SHX Text

BRUSH

AutoCAD SHX Text

BRUSH

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

REF

AutoCAD SHX Text

REF

AutoCAD SHX Text

3" STEEL POST

AutoCAD SHX Text

REF

AutoCAD SHX Text

8" WHITE BIRCH

AutoCAD SHX Text

REF

AutoCAD SHX Text

12" WHITE BIRCH

AutoCAD SHX Text

REF

AutoCAD SHX Text

15" OAK

AutoCAD SHX Text

REF

AutoCAD SHX Text

12" OAK

AutoCAD SHX Text

REF

AutoCAD SHX Text

SIGN - NO MOTOR VEHICLES

AutoCAD SHX Text

WOOD FENCE POST

AutoCAD SHX Text

REF

AutoCAD SHX Text

REF

AutoCAD SHX Text

20" TRIPLE MAPLE

AutoCAD SHX Text

6" CRABAPPLE

AutoCAD SHX Text

REF

AutoCAD SHX Text

6" CRABAPPLE

AutoCAD SHX Text

REF

AutoCAD SHX Text

REF

AutoCAD SHX Text

REF

AutoCAD SHX Text

8" WHITE BIRCH

AutoCAD SHX Text

REF

AutoCAD SHX Text

SEG MARKER SR 4020 20/10

AutoCAD SHX Text

15" WHITE BIRCH

AutoCAD SHX Text

REF

AutoCAD SHX Text

REF

AutoCAD SHX Text

ELMS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

12" TPP

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

COPPERWELD FOUND

AutoCAD SHX Text

3/4 IP- RABELL

AutoCAD SHX Text

36" RCP INV = 970.37'

AutoCAD SHX Text

18" RCP INV = 972.55'

AutoCAD SHX Text Crawford County, PA

AutoCAD SHX Text

M.DIRDAL

AutoCAD SHX Text

M.DIRDAL

AutoCAD SHX Text

J.YOUNG

AutoCAD SHX Text

P.WELLE/G.ROBBLEE

AutoCAD SHX Text 07/17

AutoCAD SHX Text 02/18

AutoCAD SHX Text 02/18

AutoCAD SHX Text 06/18

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text Chautauqua-Conneaut Watershed

AutoCAD SHX Text

CONNEAUTVILLE DAM

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text

SHEET 8 OF 19

AutoCAD SHX Text Project No.

AutoCAD SHX Text 15715008

AutoCAD SHX Text 6/1/18

AutoCAD SHX Text 1380 Wilmington Pike, Suite 100 West Chester, PA 19382 Phone: 610-696-6066 Fax: 610-696-7771 schnabel-eng.com

AutoCAD SHX Text V

AutoCAD SHX Text L

AutoCAD SHX Text S

AutoCAD SHX Text Y

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text N

AutoCAD SHX Text N

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text M

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text L

AutoCAD SHX Text

REGISTERED

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text N

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text T

AutoCAD SHX Text H

AutoCAD SHX Text

PE073291

AutoCAD SHX Text

JEREMY R. YOUNG

AutoCAD SHX Text

REV

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PERMITTING SUBMISSION

AutoCAD SHX Text

REVISED PADEP SUBM.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 06/01/18

AutoCAD SHX Text 11/20/19

AutoCAD SHX Text C-1

PROPOSED PLAN

FINISH GRADE

P R

O J E

C T

B

A S

E L I N

E

10' 10'

EL 1001.1

EXISTING

ROCK GUTTER

U P

S T

R E

A M

T

O E

5'

EXISTING GRADE

EXISTING FINE DRAINFILL

EXCAVATION LIMITS

(BENCHED AS SHOWN)

EXISTING COARSE DRAINFILL

EXCAVATION FOR LIME TREATMENT

SHALL NOT PENETRATE DRAIN FILL.

PROTECT DRAIN FILL FROM

DISTURBANCE AND CONTAMINATION

DURING CONSTRUCTION.

EXCAVATE AND LIME TREAT EXISTING

EMBANKMENT FILL. RECONSTRUCT

EMBANKMENT WITH LIME-TREATED EARTHFILL.

6' (TYP.)

COMPACTED LIME-TREATED

EARTHFILL PLACED IN

HORIZONTAL 8" LIFTS

2' (TYP.)

STRIP, LIME-TREAT,

AND REPLACE 6"

TOPSOIL

2' (TYP.)

E L E

V A

T I O

N

STATION

-1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+007+00

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+007+00

ASW

LEVEL

SECTION

EXCAVATION LIMITS

(BENCHED AS SHOWN)

EXISTING GRADE

FINISH GRADE

2.5'

48'

EL 996.5

10'

ASW APPROACH CHANNEL ASW OUTLET CHANNEL

EL 990.0

RIGHT DIKE FINISH GRADE

(SUPERIMPOSED WITH ADJUSTED

LENGTH ALONG THE CURVE)

S T

A

S T

A

S T

A

S T

A

43.7'

0.5'

EL 1001.1

EL 994.5

EL 990.2

48'48'30'200'50'

2'

S T

A

S T

A

S T

A

S T

A

2'

1'

EL 995.5

COMPACTED LIME-TREATED

EARTHFILL PLACED IN

HORIZONTAL 8" LIFTS

BEFORE COMPACTION

2'

2'

STRIP, LIME-TREAT,

AND REPLACE 6"

TOPSOIL

N a t u r a l

R e s o u r c e s

C o n s e r v a t i o n

S e r v i c e

U n i t e d

S t a t e s

D e p a r t m e n t o f

A g r i c u l t u r e

G

S F

W

A l l

R i g h t s

R e s e r v

TYPICAL EMBANKMENT SECTION

PROFILE ALONG PROPOSED ASW BASELINE

00 40' 80'

SCALE: 1"=40'

HORIZONTAL

VERTICAL

00 10' 20'

SCALE: 1"=10'

NOTES:

1. EARTHFILL SHALL BE PLACED IN ACCORDANCE WITH CONSTRUCTION SPECIFICATIONS 23,

EARTHFILL.

2. THE SURFACE OF EACH LAYER SHALL BE SCARIFIED PARALLEL TO THE AXIS OF THE FILL TO A

DEPTH OF NOT LESS THAN 2 INCHES BEFORE THE NEXT LAYER IS PLACED.

3. IF THE TOP SURFACE OF THE PRECEDING LAYER OF COMPACTED EARTHFILL OR A FOUNDATION

OR ABUTMENT SURFACE IN THE ZONE OF CONTACT WITH THE EARTHFILL BECOMES DRIER

THAN -2% OF THE OPTIMUM MOISTURE CONTENT, IT SHALL EITHER BE REMOVED OR SCARIFIED

AND MOISTENED BY SPRINKLING TO AN ACCEPTABLE MOISTURE CONTENT DETERMINED BY

THE ENGINEER BEFORE PLACEMENT OF THE NEXT LAYER OF EARTHFILL.

AutoCAD SHX Text Crawford County, PA

AutoCAD SHX Text

M.DIRDAL

AutoCAD SHX Text

M.DIRDAL

AutoCAD SHX Text

J.YOUNG

AutoCAD SHX Text

P.WELLE/G.ROBBLEE

AutoCAD SHX Text 07/17

AutoCAD SHX Text 02/18

AutoCAD SHX Text 02/18

AutoCAD SHX Text 06/18

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text Chautauqua-Conneaut Watershed

AutoCAD SHX Text

CONNEAUTVILLE DAM

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text

SHEET 9 OF 19

AutoCAD SHX Text Project No.

AutoCAD SHX Text 15715008

AutoCAD SHX Text 6/1/18

AutoCAD SHX Text 1380 Wilmington Pike, Suite 100 West Chester, PA 19382 Phone: 610-696-6066 Fax: 610-696-7771 schnabel-eng.com

AutoCAD SHX Text V

AutoCAD SHX Text L

AutoCAD SHX Text S

AutoCAD SHX Text Y

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text N

AutoCAD SHX Text N

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text M

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text L

AutoCAD SHX Text

REGISTERED

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text N

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text T

AutoCAD SHX Text H

AutoCAD SHX Text

PE073291

AutoCAD SHX Text

JEREMY R. YOUNG

AutoCAD SHX Text

REV

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PERMITTING SUBMISSION

AutoCAD SHX Text

REVISED PADEP SUBM.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 06/01/18

AutoCAD SHX Text 11/20/19

AutoCAD SHX Text C-2

LIME TREATMENT

EL 1001.1 EL 1001.1

EXCAVATION LIMITS

FOR LIME-TREATED

SOIL

EXISTING GRADE

FINISH GRADE

RIPRAP

12'

P R

O P

O S

E D

A S

W

B

A S

E L I N

E

C-3

50' 50'

EL 1001.1 EL 1001.1

PZ27

SHEETPILE

FINISH GRADE

EXCAVATION LIMITS

FOR LIME-TREATED

SOIL

EXISTING GRADE

RIPRAP

EL 986.1

P R

O P

O S

E D

A S

W

B

A S

E L

I N

E

50' 50'

C-3

3±

EL 996.5

EXISTING GRADE

FINISH GRADE

EXCAVATION LIMITS

FOR LIME-TREATED

SOIL

PZ27

SHEETPILE

RIPRAP

12'

EL 999.1

EL 984.1

4.5'

P R

O P

O S

E D

A S

W

B

A S

E L I N

E

50' 50'

C-3

R-6 RIPRAP

AASHTO #1 STONE

TYPE A GEOTEXTILE

36"

8"

N a t u r a l

R e s o u r c e s

C o n s e r v a t i o n

S e r v i c e

U n i t e d

S t a t e s

D e p a r t m e n t o f

A g r i c u l t u r e

G

S F

W

A l l

R i g h t s

R e s e r v

ASW SECTION - APPROACH CHANNEL (STA 0+75 TO 3+17.68)

ASW SECTION - LEVEL SECTION (STA 3+17.68 TO 3+47.68)

ASW SECTION - OUTLET CHANNEL (STA 3+47.68 TO 5+05.94)

00 10' 20'

SCALE: 1"=10'

N.T.S.

RIPRAP

AutoCAD SHX Text Crawford County, PA

AutoCAD SHX Text

M.DIRDAL

AutoCAD SHX Text

M.DIRDAL

AutoCAD SHX Text

J.YOUNG

AutoCAD SHX Text

P.WELLE/G.ROBBLEE

AutoCAD SHX Text 07/17

AutoCAD SHX Text 02/18

AutoCAD SHX Text 02/18

AutoCAD SHX Text 06/18

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text Chautauqua-Conneaut Watershed

AutoCAD SHX Text

CONNEAUTVILLE DAM

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text

SHEET 10 OF 19

AutoCAD SHX Text Project No.

AutoCAD SHX Text 15715008

AutoCAD SHX Text 6/1/18

AutoCAD SHX Text 1380 Wilmington Pike, Suite 100 West Chester, PA 19382 Phone: 610-696-6066 Fax: 610-696-7771 schnabel-eng.com

AutoCAD SHX Text V

AutoCAD SHX Text L

AutoCAD SHX Text S

AutoCAD SHX Text Y

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text N

AutoCAD SHX Text N

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text M

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text L

AutoCAD SHX Text

REGISTERED

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text N

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text T

AutoCAD SHX Text H

AutoCAD SHX Text

PE073291

AutoCAD SHX Text

JEREMY R. YOUNG

AutoCAD SHX Text

REV

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PERMITTING SUBMISSION

AutoCAD SHX Text

REVISED PADEP SUBM.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 06/01/18

AutoCAD SHX Text 11/20/19

AutoCAD SHX Text C-3

ASW TYPICAL SECTIONS

STATION:1+00

0 10 20 30 40 50 60 70 80 90 100 110 120 1300-10-20-30-40-50-60-70-80-90-100

STATION:1+50

0 10 20 30 40 50 60 70 80 90 100 110 1200-10-20-30-40-50-60-70-80-90-100

STATION:2+00

0 10 20 30 40 50 60 70 80 90 100 110 1200-10-20-30-40-50-60-70-80-90-100

STATION:2+50

0 10 20 30 40 50 60 70 80 90 100 110 1200-10-20-30-40-50-60-70-80-90-100

STATION:3+00

0 10 20 30 40 50 60 70 80 90 100 110 1200-10-20-30-40-50-60-70-80-90-100

STATION:3+50

0 10 20 30 40 50 60 70 80 90 1000-10-20-30-40-50-60-70-80-90-100

STATION:4+50

0 10 20 30 40 50 60 70 80 90 1000-10-20-30-40-50-60-70-80-90-100

STATION:5+00

0 10 20 30 40 50 60 70 80 90 1000-10-20-30-40-50-60-70-80-90-100

STATION:5+50

0 10 20 30 40 50 60 70 80 90 1000-10-20-30-40-50-60-70-80-90-100

STATION:6+00

0 10 20 30 40 50 60 70 80 90 1000-10-20-30-40-50-60-70-80-90-100

STATION:0+50

0 10 20 30 40 50 60 70 80 90 100 110 1200-10-20-30-40-50-60-70-80-90-100

STATION:4+00

0 10 20 30 40 50 60 70 80 90 1000-10-20-30-40-50-60-70-80-90-100

SHEETPILE

WALL (TYP.)

P R

O P

O S

E D

A S

W

B

A S

E L I N

E

EXISTING GRADE

(TYP.)

FINISH GRADE (TYP.)

RIPRAP

(TYP.)

EXCAVATION

(TYP.)

APPLY A COATING OF ZINC-RICH

PRIMER AND COAL TAR EPOXY

ON THE TOP 15 FT OF EACH

SHEET PILE.

ASW SECTIONS

00 40' 80'

SCALE: 1"=40'

N a t u r a l

R e s o u r c e s

C o n s e r v a t i o n

S e r v i c e

U n i t e d

S t a t e s

D e p a r t m e n t o f

A g r i c u l t u r e

G

S F

W

A l l

R i g h t s

R e s e r v e d

00 20' 40'

SCALE: 1"=20'

HORIZONTAL

VERTICAL

AutoCAD SHX Text Crawford County, PA

AutoCAD SHX Text

M.DIRDAL

AutoCAD SHX Text

M.DIRDAL

AutoCAD SHX Text

J.YOUNG

AutoCAD SHX Text

P.WELLE/G.ROBBLEE

AutoCAD SHX Text 07/17

AutoCAD SHX Text 02/18

AutoCAD SHX Text 02/18

AutoCAD SHX Text 06/18

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text Chautauqua-Conneaut Watershed

AutoCAD SHX Text

CONNEAUTVILLE DAM

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text

SHEET 11 OF 19

AutoCAD SHX Text Project No.

AutoCAD SHX Text 15715008

AutoCAD SHX Text 6/1/18

AutoCAD SHX Text 1380 Wilmington Pike, Suite 100 West Chester, PA 19382 Phone: 610-696-6066 Fax: 610-696-7771 schnabel-eng.com

AutoCAD SHX Text V

AutoCAD SHX Text L

AutoCAD SHX Text S

AutoCAD SHX Text Y

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text N

AutoCAD SHX Text N

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text M

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text L

AutoCAD SHX Text

REGISTERED

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text N

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text T

AutoCAD SHX Text H

AutoCAD SHX Text

PE073291

AutoCAD SHX Text

JEREMY R. YOUNG

AutoCAD SHX Text

REV

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PERMITTING SUBMISSION

AutoCAD SHX Text

REVISED PADEP SUBM.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 06/01/18

AutoCAD SHX Text 11/20/19

AutoCAD SHX Text C-4

ASW MULTIPLE SECTIONS

E L E

V A

T I O

N

STATION

-0+25 0+00 1+00 2+00 3+00 4+00 4+75

0+00 1+00 2+00 3+00 4+00 4+75

TOP OF SHEETPILE

FINISH GRADE

EXISTING GRADE

453.0'

4.5' (MIN)

15' LONG SHEETPILE 31' LONG SHEETPILE 46' LONG SHEETPILE

TYPICAL CHANGE IN ELEVATION IS 1.0'.

S T

A

S T

A

S T

A

S T

A

S T

A

S T

A

S T

A

S T

A

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EL 1001.1

EL 994.1

EL 985.1

EL 981.1

S T

A

APPLY A COATING OF ZINC-RICH

PRIMER AND COAL TAR EPOXY

ON THE TOP 15 FT OF EACH

SHEET PILE.

PROFILE ALONG SHEETPILE WALL

00 20' 40'

SCALE: 1"=20'

N a t u r a l

R e s o u r c e s

C o n s e r v a t i o n

S e r v i c e

U n i t e d

S t a t e s

D e p a r t m e n t o f

A g r i c u l t u r e

G

S F

W

A l l

R i g h t s

R e s e r v e d

AutoCAD SHX Text Crawford County, PA

AutoCAD SHX Text

M.DIRDAL

AutoCAD SHX Text

M.DIRDAL

AutoCAD SHX Text

J.YOUNG

AutoCAD SHX Text

P.WELLE/G.ROBBLEE

AutoCAD SHX Text 07/17

AutoCAD SHX Text 02/18

AutoCAD SHX Text 02/18

AutoCAD SHX Text 06/18

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text Chautauqua-Conneaut Watershed

AutoCAD SHX Text

CONNEAUTVILLE DAM

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text

SHEET 12 OF 19

AutoCAD SHX Text Project No.

AutoCAD SHX Text 15715008

AutoCAD SHX Text 6/1/18

AutoCAD SHX Text 1380 Wilmington Pike, Suite 100 West Chester, PA 19382 Phone: 610-696-6066 Fax: 610-696-7771 schnabel-eng.com

AutoCAD SHX Text V

AutoCAD SHX Text L

AutoCAD SHX Text S

AutoCAD SHX Text Y

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text N

AutoCAD SHX Text N

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text M

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text L

AutoCAD SHX Text

REGISTERED

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text N

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text T

AutoCAD SHX Text H

AutoCAD SHX Text

PE073291

AutoCAD SHX Text

JEREMY R. YOUNG

AutoCAD SHX Text

REV

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PERMITTING SUBMISSION

AutoCAD SHX Text

REVISED PADEP SUBM.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 06/01/18

AutoCAD SHX Text 11/20/19

AutoCAD SHX Text C-5

SHEETPILE WALL PROFILE

1.5

APPROX. EXCAVATION

(LIMIT BENCHED AS SHOWN)

4'-0"

3'-0"

FILTER DIAPHRAGM

(FINE DRAINFILL)

FINISH GRADE

EXISTING GRADE

EXISTING FINE DRAINFILL

EXISTING COARSE DRAINFILL

OUTLET THROUGH HEADWALL

WITH 1% ADVERSE GRADE

(NEGATIVE DRAINAGE). ATTACH

THREADED ADAPTER AND CAP.

GROUT ANNULUS.

PROTECT EXISTING 6"

Ø PVC DRAIN PIPES

EXCAVATE TO BOTTOM

OF EXISTING CONCRETE

CRADLE

EL 965.4

EL 969.4

3'-0"

5'-0"

FILTER

DIAPHRAGM

(FINE DRAINFILL)

EL 981.0

12" FINE DRAINFILL

6" COARSE

DRAINFILL

DRILLED FILTERED 2-FT DIAMETER

SUMP FOR DEWATERING, EXTEND

6 FT BELOW EXCAVATION

SUBGRADE (MINIMUM REQUIRED)

4'-0" 4'-0"

2'-0"

13'-6"

1.5

4'-0"

EXISTING GRADE

FINISH GRADE

EXCAVATION

12" FINE DRAINFILL

COARSE DRAINFILL

FINE DRAINFILL

EXISTING 8" Ø PVC DRAIN PIPE

EXISTING 36" I.D.

CONCRETE PSW

CONDUIT

FILTER DIAPHRAGM

(FINE DRAINFILL)

EL 965.4

EL 969.4

6" COARSE

DRAINFILL

1.5

DRILLED FILTERED 2-FT DIAMETER

SUMP FOR DEWATERING, EXTEND

6 FT BELOW EXCAVATION

SUBGRADE (MINIMUM REQUIRED)

1.5

EXISTING GRADE

FINISH GRADE

INSTALL TEE AND

OUTLET THROUGH

HEADWALL

PROTECT EXISTING

6" DRAIN PIPE

REMOVE AND REPLACE

EXISTING PIPE AND 90° BEND

14'-8"

6'-9"

EXCAVATE TO

BOTTOM OF

CONCRETE CRADLE

EL 969.4

EXCAVATION

EXCAVATION AT

FILTER DIAPHRAGM

EL 965.4

3'-0"

DRILLED FILTERED 2-FT DIA SUMP

FOR DEWATERING, EXTEND 6 FT

BELOW EXCAVATION SUBGRADE

(MINIMUM REQUIRED)

56+00

55+50

OUTLET THROUGH HEADWALL

WITH 3% ADVERSE GRADE.

ATTACH THREADED ADAPTER

AND CAP. GROUT ANNULUS.

C-6

SAWCUT

EXISTING 8" Ø

PVC PIPE

C-6

APPROX. BOTTOM OF

EXCAVATION (EL 969.4)

EXCAVATION SLOPE

1.5H:1V

PROTECT EXISTING

PIPE (TYP.) AND

PSW CONDUIT

FLEXIBLE TEE

FILTER DIAPHRAGM

APPROX. BOTTOM OF

EXCAVATION (EL 965.4)

REMOVE AND REPLACE

EXISTING 8" Ø PVC PIPE

AND…

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