Attachment_2_-_Drawings.pdf

PDF 14 MB Posted Jul 20, 2016

Attached to: Streambank Protection Federal contract opportunity
Solicitation number: W911WN-16-B-8004
Issued by: Department of the Army Corps of Engineers Engineering District Pittsburgh

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BidResults_W911WN-16-B-8004.pdf	PDF	Aug 19, 2016
W911WN-16-B-8004-0001.pdf	PDF	Aug 10, 2016
Attachment_1_-_Technical_Specifications_20_July_2016.pdf	PDF	Jul 20, 2016
W911WN-16-B-8004.pdf	PDF	Jul 20, 2016
Attachment_4_-_Price_Schedule.pdf	PDF	Jul 20, 2016
Attachment_3_-_Wage_Determination_WV56_7.1.16.pdf	PDF	Jul 20, 2016

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US ARMY CORPS

OF ENGINEERS

PITTSBURGH DISTRICT

WEST VIRGINIA

MARION COUNTY

WEST FORK RIVER

WORTHINGTON SEWER LINE

BANK STABILIZATION

WORTHINGTON, WV

SOLICITATION NO. W911WN-16-B-8004

CERTIFIED FINAL DOCUMENTS

JULY 2016

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G-0001

08 JULY 2016

/s/ STEPHEN R. STOLTZ, P.E.

/s/ JEFFREY E. FRITZ, P.E.

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/s/ JAMES T. SHIBATA, P.E.

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OF ENGINEERS

US ARMY CORPS

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PITTSBURGH DISTRICT

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CONSTRUCTION DIVISION

CHIEF, ENGINEERING AND DATE

APPROVED BY:

BRANCH CHIEF DATE

APPROVAL RECOMMENDED BY:

SECTION CHIEF DATE

SUBMITTED BY:

ANDAPPROVAL OF ALL DRAWINGS LISTED ON THE INDEX SHEET.

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION

THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF

DESIGNATIONS OF U.S. ARMY CORPS OF ENGINEERS INDIVIDUALS

THIS SHEET. THE INITIALS OR SIGNATURES AND REGISTRATION

U.S. ARMY CORPS OF ENGINEERS AND THE A/E FIRMS IDENTIFIED ON

THIS PROJECT WAS DESIGNED BY THE PITTSBURGH DISTRICT OF THE

NUMBER

IDENTIFICATION

SHEET

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LOCATION

PROJECT

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NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

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CERTIFIED FINAL DOCUMENTS

NO SCALE

PROJECT LOCATION

LOCATION MAP

AREA MAP

NO SCALE

INTERSTATE

PENNSYLVANIA

INTERSTATE

PENNSYLVANIA

INTERSTATE

PENNSYLVANIA

INTERSTATE

PENNSYLVANIA

250 220

INTERSTATE

PENNSYLVANIA

MARYLAND

WHEELING

WASHINGTON

PETERSBURG

CREEK

MILL

VIRGINIA

WEST

OHIO

MORGANTOWN

FAIRMONT

WORTHINGTON

NO SCALE

VICINITY MAP

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O37d_M_100_G-0001

O37d_M_203_G-0002

O37d_M_100_G-0003

SIGNATURE SHEET

037d_M_100_G-0004 G-0004100

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SURVEY

EROSION AND SEDIMENT CONTROL

CIVIL

CONTRACT DRAWINGS

GENERAL

FILENAME

CODE

DWG.

ID NO.

SHEET

TITLE

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O37d_M_318_V-1001 318 V-1001 SURVEY CONTROL SHEET

PROJECT LOCATION, AREA AND VICINITY MAPS

O37d_M_882_C-1001 882 C-1001

O37d_M_882_C-1002 882 C-1002 RIVERBANK STABILIZATION PLAN - STATION 27+40 TO STATION 34+89.14

O37d_M_882_C-1003 882 C-1003

O37d_M_882_C-3004 882 C-3004

O37d_M_882_C-3005 882 C-3005

O37d_M_882_C-3006 882 C-3006

O37d_M_882_C-3007 882 C-3007

O37d_M_882_C-3008 882 C-3008

O37d_M_882_C-3009 882 C-3009

O37d_M_882_C-3010 882 C-3010

O37d_M_882_C-3011 882 C-3011

O37d_M_882_C-3012 882 C-3012

O37d_M_882_C-3013 882 C-3013

O37d_M_882_C-3014 882 C-3014

O37d_M_882_C-3015 882 C-3015

O37d_M_882_C-3016 882 C-3016

O37d_M_882_C-3017 882 C-3017

O37d_M_882_C-3018 882 C-3018

O37d_M_882_C-3019 882 C-3019

O37d_M_882_C-5020 882 C-5020

O37d_M_882_X-1001 882 X-1001

O37d_M_882_X-1002 882 X-1002 EROSION AND SEDIMENT CONTROL PLAN - RIVERBANK STABILIZATION AREA - STATION 27+40 TO STATION 34+89.14

O37d_M_882_X-1003 882 X-1003

O37d_M_882_X-5004 882 X-5004 EROSION AND SEDIMENT CONTROL DETAILS - SHEET 1 OF 4

O37d_M_882_X-5005 882 X-5005

O37d_M_882_X-5006 882 X-5006 EROSION AND SEDIMENT CONTROL DETAILS - SHEET 3 OF 4

O37d_M_882_X-0008 882 X-0008

O37d_M_882_X-0009 882 X-0009

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O37d_M_318_V-1002 318 V-1002

G-1005O37d_M_204_G-1005

037d_M_204_G-1006 G-1006204

DRAWING INDEX, LEGEND AND ABBREVIATIONS SHEET

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GENERAL PROJECT NOTES SHEET

OVERALL SITE PLAN WITH CONTRACTOR WORK AREA

CROSS SECTIONS - STA 20+02, STA 20+40 AND STA 20+52

CROSS SECTIONS - STA 21+02 AND STA 21+52

CROSS SECTIONS - STA 22+02 AND STA 22+52

CROSS SECTIONS - STA 23+02 AND STA 23+52

CROSS SECTIONS - STA 24+02 AND STA 24+52

CROSS SECTIONS - STA 25+02 AND STA 25+52

CROSS SECTIONS - STA 26+02 AND STA 26+52

CROSS SECTIONS - STA 27+02 AND STA 27+52

CROSS SECTIONS - STA 28+02 AND STA 28+52

CROSS SECTIONS - STA 29+02 AND STA 29+52

CROSS SECTIONS - STA 30+02 AND STA 30+52

CROSS SECTIONS - STA 31+02 AND STA 31+52 AND NEW CONCRETE PARKING PAD PLAN AND DETAILS

CROSS SECTIONS - STA 32+02 AND STA 32+52

CROSS SECTIONS - STA 33+02 AND STA 33+52

CROSS SECTIONS - STA 34+02, STA 34+52 AND STA 34+89

RIVERBANK STABILIZATION - MISCELLANEOUS DETAILS

EROSION AND SEDIMENT CONTROL DETAILS - SHEET 2 OF 4

EROSION AND SEDIMENT CONTROL PLAN - BMP INSTALLATION AND MAINTENANCE NOTES

EROSION AND SEDIMENT CONTROL PLAN - CONSTRUCTION SEQUENCE - GENERAL PLAN AND NOTES

REFERENCE DRAWINGS

DRAWING NO. TITLE

- THRASHER ENGINEERING, INC. - TOWN OF WORTHINGTON, WV - SANITARY SEWER PROJECT CONTRACT NO. 1 - PROJECT COVER SHEET - AS-BUILT, DATED 11/08/1995

THRASHER ENGINEERING, INC. - TOWN OF WORTHINGTON, WV - SANITARY SEWER PROJECT CONTRACT NO. 1 - PROJECT SHEET INDEX - AS-BUILT, DATED 11/08/1995-

5-A THRASHER ENGINEERING, INC. - TOWN OF WORTHINGTON, WV - SANITARY SEWER PROJECT CONTRACT NO. 1 - PROFILE SHEET, LINES W-1, W-1A, W-1B, W-3 & W-4 - AS-BUILT, DATED 10/1995

THRASHER ENGINEERING, INC. - TOWN OF WORTHINGTON, WV - SANITARY SEWER PROJECT CONTRACT NO. 1 - PLAN SHEET, DOWNTOWN WORTHINGTON - AS-BUILT, DATED 10/1995

THRASHER ENGINEERING, INC. - TOWN OF WORTHINGTON, WV - SANITARY SEWER PROJECT CONTRACT NO. 1 - PLAN SHEET, DOWNTOWN WORTHINGTON & ALONG ROUTE 19 - AS-BUILT, DATED 10/1995

8-C THRASHER ENGINEERING, INC. - TOWN OF WORTHINGTON, WV - SANITARY SEWER PROJECT CONTRACT NO. 1 - PROFILE SHEET, LINES W-3 & W-8D - AS-BUILT, DATED 10/1995

ABBREVIATIONS

U.S. ARMY CORPS OF ENGINEERS

NOT TO SCALE

UPSTREAM

DOWNSTREAM

REFERENCE

REQUIRED

MAXIMUM

MINIMUM

TYPICAL

TOP OF

BASE OF

WITH

USACE

N.T.S.

U/S

D/S

SHT

REF

REQ’D

MAX

MIN

TYP

AASHTO

APPROX APPROXIMATE, APPROXIMATELY

OFFICIALS

HIGHWAY AND TRANSPORTATION

AMERICAN ASSOCIATION OF STATE

GENERAL NOTES

REPRESENT EXISTING FEATURES.

1. ITEMS CALLED OUT IN ITALICS AND/OR DISPLAYED IN GRAYSCALE

SHEET

TCP TERRA COTTA PIPE

CIP

CPP

PVC

CAST IRON PIPE or CAST-IN-PLACE

CORRUGATED PLASTIC PIPE

POLYVINYL CHLORIDE PIPE

TRM

DET

SECT

TURF REINFORCEMENT MAT

DETAIL

SECTION

EL or ELEV ELEVATION

IN INCH/INCHES

FT FOOT/FEET

AC ACRES

S.R. STATE ROUTE

CWL

OHW

CONTRACTOR WORK LIMITS

ORDINARY HIGH WATER

STA STATION

EXISTINGEXIST

SILT FENCE

STONE CONSTRUCTION ENTRANCE

SILT FENCE

STONE CONSTRUCTION ENTRANCE

SILT FENCE

STONE CONSTRUCTION ENTRANCE

SILT FENCE

STONE CONSTRUCTION ENTRANCE

PDEA

HPTRM

REINFORCEMENT MAT

HIGH-PERFORMANCE TURF

PERCUSSION DRIVEN EARTH ANCHOR

GEOTEXTILE SEPARATION LAYER

UNO UNLESS NOTED OTHERWISE

RIVER BANK STABILIZATION - TYPICAL CROSS SECTIONS AND NOTES

O37d_M_882_X-5007 882 X-5007 EROSION AND SEDIMENT CONTROL DETAILS - SHEET 4 OF 4

DRAWING REMOVED FROM CONTRACT

RIVERBANK STABILIZATION AREA - CONTRACTOR WORK LIMITS LAYOUT

ARVS

SYSTEM

ANCHOR-REINFORCED VEGETATION

RIVERBANK STABILIZATION PLAN - STATION 19+40 (APPROX) TO STATION 27+40

EROSION AND SEDIMENT CONTROL PLAN - RIVERBANK STABILIZATION AREA - STATION 19+40 (APPROX) TO STATION 27+40

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NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

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E N

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B E

S U

B M

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D B

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O T S

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CERTIFIED FINAL DOCUMENTS

EXISTING SANITARY SEWER LINE

EXISTING MAJOR CONTOUR (5’ INTERVALS)

EDGE OF RIVER (APPROXIMATE)

EXISTING DRAINAGE DITCH/CHANNEL

EXISTING TREELINE

LEGEND

1 PIPE NUMBER

CONTRACTOR WORK LIMITS

BL BASE LINE

CENTER LINE

ORDINARY HIGH WATER EL 867.0)

NEW EDGE OF RIVER (SHOWN AT OBSERVED

R-5 GRADED ROCK BERM

R-3 RIPRAP RIVERBANK PROTECTION

TRM OR HPTRM (EROSION CONTROL BLANKET)

GEOTEXTILE SEPARATION LAYER (GT)

A T

N N

E N

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D W

N B

C K

D B

D E

N E

D B

D E

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2 3

4 5

M A

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A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

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F E

N G

E E

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U S

A R

M Y E

N G

E E

R D

T R

M A

R K

D E

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N A

P P

D A

T E

C O

N T

R A

C T N

C O

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F E

N G

E E

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U S

A R

M Y E

N G

E E

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B U

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S T F

O R

K R

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W O

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O N S

E W

E R L

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DESCRIPTION

CONTRACTOR WILL TAKE IN THE EVENT OF ACCIDENTAL UTILITY DAMAGE.

AN EMERGENCY ACTION PLAN THAT DESCRIBES THE COURSE OF ACTION THAT THE

THE CONTRACTOR SHALL HAVE IN PLACE AND AVAILABLE ON THE PROJECT SITE

CONTRACTING OFFICER.

THE CONTRACTOR’S EXPENSE. REPAIR PLANS SHALL BE APPROVED BY THE

THE CONTRACTING OFFICER AND IMMEDIATELY REPAIR THE DAMAGED UTILITY AT

IF DAMAGE TO ANY EXISTING UTILITIES OCCURS, THE CONTRACTOR SHALL NOTIFY

INTERRUPTED.

EXCEPT AS INDICATED ON THE PLANS, ARE NOT DISTURBED, MODIFIED, DAMAGED, OR

THE CONTRACTOR SHALL TAKE PRECAUTIONS SO THAT ALL EXISTING UTILITIES,

CONTRACTOR’S WORK LIMITS.

WEST VIRGINIA DIAL 811 TO LOCATE UNDERGROUND UTILITIES WITHIN THE

PRIOR TO ALL EARTH DISTURBANCE ACTIVITIES, THE CONTRACTOR SHALL UTILIZE

CONTRACTING OFFICER.

SPECIFICATIONS SHALL OVERRULE, UNLESS OTHERWISE INDICATED BY THE

WHERE DISCREPANCIES EXIST BETWEEN THE DRAWINGS AND SPECIFICATIONS, THE

INDICATED ON THE CONTRACT DOCUMENTS.

TEMPORARY OR PERMANENT EROSION AND SEDIMENT CONTROL MEASURES AS

THIS WORK CONSISTS OF THE CONSTRUCTION, ERECTION AND MAINTENANCE OF

CONSTRUCTION REQUIREMENTS

PRESERVING EXISTING VEGETATION

AROUND EACH TREE TO BE PROTECTED.

THE TREE PROTECTION ZONE SHALL BE CLEARLY MARKED WITH TYPE "C" FENCING

OUT TO THE CRITICAL ROOT ZONE.

EDGE, BUT THE CONTRACTOR SHALL MAKE EVERY EFFORT TO EXTEND THIS ZONE

AT A MINIMUM THE TREE PROTECTION ZONE SHALL BE EQUAL TO THE TREE DRIP

PROTECTION ZONES.

DO NOT EXCAVATE, STORE MATERIALS, OR ALLOW MACHINERY WITHIN THE TREE

CONSTRUCTION EQUIPMENT AND EXCAVATIONS.

PROTECT TREES AND VEGETATION INDICATED TO BE PROTECTED FROM

R U

S N

A K

SAFETY FENCE

AREAS NOT TO BE DISTURBED.

INSTALL SAFETY FENCE AROUND ALL VEGETATION TO BE PROTECTED AND IN

CONTRACTING OFFICER.

AS INDICATED ON THE CONTRACT DOCUMENTS OR AS DIRECTED BY THE

INSTALL "HAZARDOUS AREA - KEEP OUT" SIGNS ON THE SAFETY FENCE, SPACED

PRIOR TO THE INSTALLATION OF SEDIMENT CONTROL MEASURES.

AND UNAUTHORIZED ACCESS TO THE CONSTRUCTION SITE. INSTALL SAFETY FENCE

INSTALL SAFETY FENCE AROUND THE ENTIRE PROJECT LIMITS TO PREVENT PUBLIC

WATER QUALITY STANDARD CONDITIONS RECYCLING AND DISPOSAL OF MATERIALS

GENERAL PROJECT NOTES SHEET

N E

R A

L P

R O J E

C T N

O T

E S S

H E

MUFFLERS ON INTAKE AND EXHAUST LINES.

ALL GAS OR OIL OPERATED EQUIPMENT SHALL BE EQUIPPED WITH SILENCERS OR

TO OPERATE WITH THE LEAST POSSIBLE NOISE.

THE CONTRACTOR SHALL PROVIDE WORKING MACHINERY AND EQUIPMENT DESIGNED

THE CONTRACTOR SHALL MINIMIZE NOISE CAUSED BY CONSTRUCTION OPERATIONS.

END OF EACH WORK DAY AND WHEN PRECIPITATION IS ANTICIPATED.

COVER ALL STOCKPILES WITH SUITABLE GEOTEXTILE OR TARP MATERIAL AT THE

INTO THE PROJECT AT THE EARLIEST PRACTICAL TIME.

INCORPORATE EROSION CONTROL FEATURES INDICATED ON THE APPROVED PLAN

OF PUBLIC ROADS.

KEEPING THE PUBLIC SAFE FROM CONSTRUCTION ACTIVITIES TO INCLUDE USE

THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING TRAFFIC CONTROL AND

THE CONTRACTOR SHALL LEAVE ALL PUBLIC RIGHTS-OF-WAY OPEN FOR USE.

STREET RIGHTS-OF-WAY AND WORK LIMITS AS INDICATED ON THE PLANS.

THE CONTRACTOR SHALL CONFINE CONSTRUCTION ACTIVITIES TO WITHIN THE

NO IN-RIVER WORK SHALL BE COMPLETED FROM APRIL 1 THROUGH JUNE 30.

A M

S H

A T

P .E

WASTE SECTION FOR DIRECTION OF THE APPROPRIATE COURSE OF ACTION.

OFFICER AND THE WVDEP DIVISION OF WATER AND WASTE MANAGEMENT, HAZARDOUS

CONTRACTING OFFICER. THE CONTRACTOR WILL COORDINATE WITH THE CONTRACTING

THAT HAZARDOUS MATERIALS ARE LOCATED, THE CONTRACTOR SHALL NOTIFY THE

NO HAZARDOUS MATERIALS ARE ANTICIPATED ON THIS PROJECT SITE. IN THE EVENT

THE IN-STREAM WORK.

ST SE, CHARLESTON, WV, 25304, 15 DAYS PRIOR TO

ENFORCEMENT, 601 57

WORK. THE CONTRACTING OFFICER WILL NOTIFY THE WVDEP ENVIRONMENTAL

NOTIFY THE CONTRACTING OFFICER 30 DAYS PRIOR TO THE START OF IN-STREAM

WATERCOURSES AT ANYTIME.

EQUIPMENT SHALL NOT DISCHARGE WASTE WASH WATER INTO WETLANDS OR

CONCRETE IS NOT PERMITTED TO ENTER THE STREAM. CONCRETE HANDLING

CONTROL EXCESS DUST FROM CONSTRUCTION ACTIVITIES.

RUNOFF, OR FLOODING.

FROM WASHING INTO THE STREAM AS A RESULT OF CLEAN-UP ACTIVITIES, NATURAL

TAKE NECESSARY ACTION TO PREVENT MATERIALS SPILLED OR STORED ONSITE

SEWERS WITHOUT ACCEPTABLE REMOVAL OF SOLIDS, OILS, AND TOXIC COMPOUNDS.

PREVENT RUNOFF FROM STORAGE AREAS OR SPILLS FROM ENTERING THE STORM

DO NOT STOCKPILE EXCAVATED MATERIAL IN THE STREAM.

DISPOSED OF AT THE DISPOSAL SITE AS INDICATED.

ACTIVITIES INTO THE STREAM. ALL UNCONTAMINATED SPOIL MATERIAL SHALL BE

DO NOT DUMP SPOIL MATERIALS FROM THE STREAM OR ONSHORE CONSTRUCTION

OF 1 INCH FROM THE EDGE OF THE CONCRETE.

CUT ALL STEEL REINFORCEMENT BARS FROM DEMOLISHED CONCRETE TO A MAXIMUM

TOXIC CHEMICAL AND OIL SPILLS AT 1-800-642-3074.

CONNECTION WITH THE CONSTRUCTION TO THE STATE CENTER FOR POLLUTION,

REPORT ALL SPILLS FROM FUELS, LUBRICANTS, OR ANY OTHER MATERIALS USED IN

ON THE PLANS.

AND EXIT LOCATIONS, SHALL BE WITHIN THE CONTRACTOR WORK LIMITS AS SHOWN

LOCATIONS WHERE EQUIPMENT IS OPERATED IN THE STREAM, IN ADDITION TO ENTRY

EXTENT PRACTICAL.

OPERATE EQUIPMENT IN-STREAM DURING LOW FLOW PERIODS TO THE MAXIMUM

EXTENT PRACTICAL.

MINIMIZE THE USE AND OPERATION OF EQUIPMENT IN THE STREAM TO THE MAXIMUM

DISPOSAL UPON COMPLETION OF THE WORK.

AVAILABLE, LICENSED DISPOSAL FACILITY LOCATED IN THE STATE OF WEST VIRGINIA FOR

CONTROL PRODUCTS, WILL BE HAULED BY CONTRACTOR TRUCK TO A COMMERCIALLY-

ANY LEFTOVER CONSTRUCTION MATERIALS, INCLUDING SOIL, RIPRAP, AND ROLLED EROSION

FACILITY LOCATED IN THE STATE OF WEST VIRGINIA AT THE END OF EACH WEEK.

BE HAULED BY CONTRACTOR TRUCK TO A COMMERCIALLY-AVAILABLE, LICENSED DISPOSAL

SEPARATE GARBAGE CANS (PLASTIC AND GLASS BOTTLES FOR RECYCLING) AND WILL

CONTRACTOR PERSONNEL FOOD PAPER PRODUCTS AND BOTTLES WILL BE PLACED INTO

LICENSED DISPOSAL FACILITY LOCATED IN THE STATE OF WEST VIRGINIA.

BE COLLECTED AND HAULED BY CONTRACTOR TRUCK TO A COMMERCIALLY-AVAILABLE,

TREE STUMPS, LOOSE BRANCHES, VEGETATION AND EXCESS SOIL FILL AND RIPRAP WILL

DILIGENCE AND THE DETERMINATION OF CLEAN FILL FOR ALL IMPORTED FILL MATERIAL.

IT IS THE CONTRACTOR’S RESPONSIBILITY FOR PERFORMING ENVIRONMENTAL DUE

1 2 3 4 5

CERTIFIED FINAL DOCUMENTS

200’0 100’

SCALE: 1"=100’

S O

A T

N N

D W

N B

C K

D B

D E

N E

D B

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

PITTSBURGH DISTRICT

T S

B U

R G

S T F

O R

K R

E R

W O

R T

G T

O N

W V

B A

N K S

T A

A T

N W

W N

E N

A M

E N

U M

B E

S U

B M

T E

D B

C O

N T

R A

C T N

R T

G T

O N S

E W

E R L

D E

S C

N M

A R

K A

P P

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N A

P P

D A

MAPLE

30"

TREE

12"

APPLE

MAPLE

16"

CLUSTER

MAPLE

CLUSTER

MAPLE

TREE

14"

CHERRY

14"

FLOW

WEST FORK RIVER

WEST F

ORK R

IVE

R T

RAIL

H E L E

N S

R U N

WORTHINGTON, WV

TOWN OF

(S. R. 19)

MAIN STREET

(COUNTY ROAD 90)

HUTCHINSON ROAD(S. R. 19)

MAIN STREET

STREET

MAPLE

STREET

MAPLE

DRIVEWAY

PRIVATE

EXISTING SANITARY SEWER LINE

EXISTING MAJOR CONTOUR (5’ INTERVALS)

EDGE OF RIVER (APPROXIMATE)

CONTRACTOR WORK LIMITS

BL BASE LINE

CENTER LINE

R-5 GRADED ROCK BERM

R-3 RIPRAP RIVERBANK PROTECTION

TRM OR HPTRM (EROSION CONTROL BLANKET)

ORDINARY HIGH WATER EL 867.0)

NEW EDGE OF RIVER (SHOWN AT OBSERVED

SCALE: 1" = 100’

OVERALL SITE PLAN WITH CONTRACTOR WORK AREAS

NOTES:

1. TOTAL DISTURBED AREA FOR PROJECT: 2.35 ACRES.

AREA

STABILIZATION

RIVERBANK

P W

P :d m s

O d

G .d g n

T S

D B

A C

U L

O d

G .d g n

G-1005

O V

E R

A L L S

E P

L A

N W

C O

N T

R A

C T

O R W

O R

K A

R E

G O

L D

E N

C R

A T

T Y

R U

S N

A K

A N

S I D s

A M

S H

A T

P .E

MAPLE

30"

TREE

12"

APPLE

MAPLE

16"

CLUSTER

MAPLE

CLUSTER

MAPLE

TREE

14"

CHERRY

14"

FLOW

H E

L E

N S

R U

STREET

MAPLE

WORTHINGTON, WV

TOWN OF

STREET

MAPLE

WEST

FORK

VER

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

T S

B U

R G

S T F

O R

K R

E R

W O

R T

G T

O N S

E W

E R L

W O

R T

G T

O N

W V

B A

N K S

T A

A T

N W

W N

CERTIFIED FINAL DOCUMENTS

POINT NO. NORTHING EASTING

347383.15 1753358.20

347457.01 1753615.79

347485.54 1753711.65

347500.79 1753759.24

347549.32 1753901.17

347580.73 1753996.11

347602.58 1754056.88

347811.59 1754525.04

347828.63 1754557.21

347821.70 1754561.49

347822.85 1754623.19

347813.20 1754630.12

347810.23 1754715.67

347752.63 1754713.63

347718.62 1754547.20

347684.25 1754444.35

347670.27 1754395.87

347654.11 1754348.67

347633.74 1754302.80

347605.42 1754205.73

347587.75 1754159.07

347487.61 1753924.40

347454.69 1753829.97

347417.83 1753733.16

347405.98 1753684.61

347381.58 1753613.76

347355.24 1753543.42

347333.67 1753497.30

RIVERBANK STABILIZATION AREA

CONTRACTOR WORK LIMITS

347307.32 1753379.97

P W

P :d m s

O d

G .d g n

T S

D B

A C

U L

O d

G .d g n

G-1006

G O

L D

E N

C R

A T

T Y

A N

S I D s

A M

S H

A T

P .E

AREA

STABILIZATION

RIVERBANK

R U

S N

A K

SCALE: 1" = 60’

RIVERBANK STABILIZATION AREA CONTRACTOR WORK LIMITS

PLAN

120’0 60’

SCALE: 1"=60’

REFER TO SURVEY CONTROL SHEET V-1001.

WORK LIMITS COORDINATES CALLED OUT ON THIS SHEET,

1. FOR ADDITIONAL INFORMATION REGARDING THE CONTRACTOR

E R

B A

N K S

T A

B L

A T

N A

R E

C O

N T

R A

C T

O R W

O R

K L

S L

A Y

O U

9 11

STA 2

0+40

THRU S

TA 2

2+02

CONTRACT OPTIO

N 1

STA 2

2+02

THRU S

TA 2

3+02

CONTRACT OPTIO

N 2

WIRE

GUY

WIRE

GUY

WIRES

GUY

#1/37

POLE

#1/36

POLE

#1/33

POLE

#1/32

POLE

#P3-803

POLE

#1032785

POLE

EL. 884.2

T/SAN. M. H.

EL. 883.2

T/SAN. M. H.

" T .C . P

INV. 868.8

INV. 868.9

INV. EL. 881.1

TOP EL. 883.56

CATCH BASIN

INV. EL. 880.9

TOP EL. 883.21

CATCH BASIN

INV. EL. 879.9

TOP EL. 883.61

CATCH BASIN

INV. EL. 879.5

TOP EL. 883.30

CATCH BASIN

INV. EL. 881.8

TOP EL. 883.4

CATCH BASIN

" C .I. P

INV. 870.2

INV. 870.9

INV. 868.3

INV. 873.0

" T .C . P

" C .P . P

" P

V C

" T .C . P

INV. EL. 880.6

TOP EL. 882.44

CATCH BASIN

" C .I. P

" T .C . P

" S

T E

E L

" S

T E

E L

" T .C . P

" P

L A S

E " S

T E

E L

INV. 868.0

INV. 870.4

INV. 869.0

INV. 867.7

INV. 868.1

INV. 871.4

INV. 870.5

MAPLE

66"

MAPLE

36"

MAPLE

42" MAPLE

42"

MAPLE

60"

MAPLE

50"

MAPLE

40"

MAPLE

30"

MAPLE

50"

MAPLE

48"

MAPLE

48"

MAPLE

54"

MAPLE

40"

MAPLE

36"

MAPLE

36"

MAPLE

36"

MAPLE

30"

MAPLE

40"

STUMP

30"

STUMP

30"

STUMP

30"

STUMP

30"

STUMP

48"

MAPLE

STREET

CLUSTER

MAPLE

+50

20+00

+50

21+

+50

22+00

+50

23+00

+50

+00

EXISTING SANITARY SEWER LINE

EXISTING MAJOR CONTOUR (5’ INTERVALS)

EDGE OF RIVER (APPROXIMATE)

CONTRACTOR WORK LIMITS

BL BASE LINE

CENTER LINE

R-5 GRADED ROCK BERM

R-3 RIPRAP RIVERBANK PROTECTION

TRM OR HPTRM (EROSION CONTROL BLANKET)

ORDINARY HIGH WATER EL 867.0)

NEW EDGE OF RIVER (SHOWN AT OBSERVED

GEOTEXTILE SEPARATION LAYER (GT)

M A

INV. 870.5

WEST

FORK

VER

FLOW

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

T S

B U

R G

S T F

O R

K R

E R

W O

R T

G T

O N S

E W

E R L

W O

R T

G T

O N

W V

B A

N K S

T A

A T

N W

W N

P W

P :d m s

O d

C .d g n

T S

D B

A C

U L

O d

C .d g n

G O

L D

E N

C R

A T

T Y

A N

S I D s

A M

S H

A T

P .E

60’0 30’

SCALE: 1"=30’

E R

B A

N K S

T A

A T

N P

L A

3 4

8" PLASTIC

10" STEEL

4" TCP

4" STEEL

6" TCP

6" CIP

18" TCP

18" CPP

6" PVC

6" TCP

871.4

870.5

868.1

867.7

869.0

870.4

868.0

870.2

868.3

873.0

870.9

868.9

868.8

870.5

NUMBER

ELEVATION

OUTFALL

MATERIAL

SIZE AND

PIPE SCHEDULE

(SEE NOTE 2)

WORK LIMITS

CONTRACTOR

R U

S N

A K

SEE NOTE 5

STABILIZATION

RIVERBANK

TOP OF NEW

BASE

CONTRACT

STA

THRU

STA

BERM

GRADED ROCK

TOE OF R-5

SCALE: 1" = 30’

STA 19+40 (APPROX) TO STA 27+40

RIVERBANK STABILIZATION PLAN

S T

A T

A P

P R

O X

T O S

T A

BANK TO RESIST UNDERMINING OF THE ROCK PROTECTION.

ROCK TO IN-SITU BANK SHALL BE KEYED INTO THE EXISTING

CONTOURS IN A MINIMUM WIDTH OF 10 FEET. TRANSITION FROM

11. PROPOSED ROCK PROTECTION TO BE TRANSITIONED TO EXISTING

THE PLANS WITH THE NOTE "REMOVE".

10. CUT, STUMP AND REMOVE ROOT BALL OF TREES MARKED ON

PERFORMED.

AREAS WHERE NEW RIVERBANK STABILIZATION IS TO BE

"REMOVE", IN ADDITION TO ALL WOODY VEGETATION IN THE

9. REMOVE TREES AS MARKED ON THE PLANS WITH THE NOTE

MANHOLES.

HYDRANTS, VALVE BOXES, METER BOXES, CATCH BASINS AND

8. MARK AND PROTECT ALL UTILITY POLES, GUY WIRES, FIRE

FEET OF ESTIMATED LOCATION OF UNDERGROUND UTILITIES.

7. HAND (SHOVEL) EXCAVATION REQUIRED WHEN DIGGING WITHIN 5

ELEVATION AND BY 18 INCHES ON EACH SIDE OF PIPE.

6. EXTEND STONE PROTECTION AT PIPE NO. 9 UPSLOPE TO INVERT

DETAILS ON SHEET C-5020.

EXTEND FAR ENOUGH TO MATCH FINAL GRADE. SEE TYPICAL

EXISTING PIPES THAT ARE DAMAGED OR CURRENTLY DO NOT

5. CUT EXISTING PIPES THAT EXTEND BEYOND FINAL GRADE. EXTEND

4. CONTRACTOR TO VERIFY EXISTING SEWER LINE LOCATION.

REGARDING STONE PROTECTION.

3. SEE TYPICAL SECTIONS ON SHEET C-3004 FOR INFORMATION

G-1006 FOR ADDITIONAL INFORMATION.

RIVER BY PLACEMENT OF CONSTRUCTION FENCE. SEE SHEET

ABOVE THE NORMAL HIGH WATER LINE OF THE WEST FORK

2. CONTRACTOR WORK LIMITS SHALL BE PHYSICALLY ESTABLISHED

WAS APPROXIMATELY ELEVATION 866.0’.

1. THE WATER ELEVATION ON THE SURVEY DATE OF 15 MAY 2001

C-1001

NOTES 9 AND 10

REMOVE - SEE

EXIS

TIN

DUMPED

ROCK

PROT

ECT

ION

STA 33+52 THRU STA 34+52

CONTRACT OPTION 3

WIRE

GUY

WIRE

GUY

WIRES

GUY

WIRES

GUY

#1/27

POLE

#P3-832

POLE

#P3-818

POLE

#P3-817

POLE

" P

V C

EL. 865.0

T/PIPE

EL. 864.9

T/PIPE

" T .C . P

INV. EL. 885.4

TOP EL. 887.18

CATCH BASIN INV. EL. 886.1

TOP EL. 887.14

CATCH BASIN

" T .C . P

MAPLE

40"

MAPLE

50"

MAPLE

48"

MAPLE

30"

MAPLE

30"

MAPLE

30"

MAPLE

30"

MAPLE

36"

MAPLE

32"

MAPLE

14"

MAPLE

16"

STUMP

40"

STUMP

26"

STUMP

36"

STUMP

30"

STUMP

30"

STUMP

30"

TREE

MAP

TREET

" T .C . P

MAPLE

30"

TREE

12"

APPLE

MAPLE

16"

CLUSTER

MAPLE

TREE

14"

CHERRY

14"

33+00 +50 34+00 +50

M A

BASE

CONTRACT

STA

THRU

STA

SEE

NOTES

AND

3, THIS

HEET

INV. 869.9

INV. 873.2

INV. 879.1

INV. 870.4

INV. 869.9

INV. 870.8

INV. 868.8

INV. 866.8

INV. 869.0

INV. 868.4

INV. 870.9

INV. UNKNOWN

WEST F

ORK RIV

FLOW

PADPARKIN

CONCRETE

EXISTING SANITARY SEWER LINE

EXISTING MAJOR CONTOUR (5’ INTERVALS)

EDGE OF RIVER (APPROXIMATE)

CONTRACTOR WORK LIMITS

BL BASE LINE

CENTER LINE

R-5 GRADED ROCK BERM

R-3 RIPRAP RIVERBANK PROTECTION

TRM OR HPTRM (EROSION CONTROL BLANKET)

ORDINARY HIGH WATER EL 867.0)

NEW EDGE OF RIVER (SHOWN AT OBSERVED

GEOTEXTILE SEPARATION LAYER (GT)

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

T S

B U

R G

S T F

O R

K R

E R

W O

R T

G T

O N S

E W

E R L

W O

R T

G T

O N

W V

B A

N K S

T A

A T

N W

W N

P W

P :d m s

O d

C .d g n

T S

D B

A C

U L

O d

C .d g n

S T

A T

O S

T A

G O

L D

E N

C R

A T

T Y

A N

S I D s

A M

S H

A T

P .E

60’0 30’

SCALE: 1"=30’

SCALE: 1" = 30’

STA 27+40 TO STA 34+89.14

RIVERBANK STABILIZATION PLAN R

E R

B A

N K S

T A

A T

N P

L A

DETAIL 1, SHEET C-3016

CONCRETE PAD - SEE

REMOVE AND REPLACE

6" TCP

873.2

879.1

870.4

869.9

870.8

868.8

866.8

870.9

868.4

869.0

NUMBER

ELEVATION

OUTFALL

MATERIAL

SIZE AND

6" TCP

10" TCP

6" TCP

6" CPP

SHT C-1001)

(SEE NOTE 2,

WORK LIMITS

CONTRACTOR

REMOVE

REMOVE (2)

18 18" TCP UNKNOWN

R U

S N

A K

PIPE SCHEDULE

SEE NOTE 5, SHEET C-1001

REMOVE

STABILIZATION

RIVERBANK

TOP OF NEW

15 12" TCP 869.9

BERM

GRADED ROCK

TOE OF R-5

4. FOR ADDITIONAL NOTES, SEE SHEET C-1001.

WITH THE EXISTING DUMPED STONE PROTECTION.

3. NEW R-5 GRADED ROCK BERM SHALL BE INSTALLED TO MESH

OVER THE GEOTEXTILE.

CREST OF THE SLOPE. A 2 FOOT LAYER OF R-3 WILL BE PLACED

ROCK AND AASHTO NO. 57 AND SECURED BY TRENCH AT THE

FILL EXISTING VOIDS. A GEOTEXTILE WILL COVER THE DUMPED

2. CONTRACTOR TO INFILL DUMPED ROCK WITH AASHTO NO. 57 TO

WAS APPROXIMATELY ELEVATION 866.0’.

1. THE WATER ELEVATION ON THE SURVEY DATE OF 15 MAY 2001

C-1002

(TYP)

9 AND 10, SHEET C-1001

REMOVE - SEE NOTES

(MIN)

4’-0"

V A

1’-0" 5’-0"–

1’-0"

(MIN)

4’-0"

PERMANENT VEGETATIVE COVER

APPLY SOIL AND SEED FOR

V A

1’-0"

(MIN)

4’-0"

V A

5’-0"–

1’-0"

GROUND

EXISTING

WATER LINE (EL 867. 0)

OBSERVED ORDINARY HIGH

OF SURVEY (EL 866. 0)

WATER ELEVATION AT TIME

R-5 GRADED ROCK

1�

TRM

FINISH GRADE

(EL VARIES)

PROTECTION

T/RIVERBANK

GREATER, SHALL BE USED AS THE MINIMUM.

SHOWN ON THIS DETAIL, WHICHEVER IS

RECOMMENDED DIMENSION OR THE DIMENSION

" " INDICATES EITHER THE MANUFACTURER’S

NOTE:

EL 868.0 (UNO)

PROTECTION

T/STONE TOE

LAYER (GT)

GEOTEXTILE SEPARATION

R-3 RIPRAP

ON SHEET X-5007

SPACING PER SCHEDULE

(TYP) - SIZE AND

GEOTEXTILE PINS/STAPLES

SHEET X-5006

PATTERN, DETAIL 11,

SUGGESTED PIN/STAPLE

TRM PINS (TYP) - SEE

1’-0"1’-0"

PERMANENT VEGETATIVE COVER

APPLY SOIL AND SEED FOR

TO DETAIL 4, THIS SHEET)

ANCHOR TRENCH (SIMILAR

DETAIL 4, THIS SHEET

AND GT - SEE

TRENCH FOR TRM

1�

GROUND

EXISTING

WATER LINE (EL 867. 0)

OBSERVED ORDINARY HIGH

OF SURVEY (EL 866. 0)

WATER ELEVATION AT TIME

TRENCH

ANCHOR

EL 868.0 (UNO)

PROTECTION

T/STONE TOE

(EL VARIES)

PROTECTION

T/RIVERBANK

GREATER, SHALL BE USED AS THE MINIMUM.

SHOWN ON THIS DETAIL, WHICHEVER IS

RECOMMENDED DIMENSION OR THE DIMENSION

" " INDICATES EITHER THE MANUFACTURER’S

NOTE:

SIZE AND LAYOUT DETAILS

SEE SHEET X-5007 FOR

EARTH ANCHORS (TYP.)

PERCUSSION DRIVEN

R-5 GRADED ROCK

DETAIL 4, THIS SHEET

HPTRM AND GT - SEE

ANCHOR TRENCH FOR

1�

MAT (HPTRM)

TURF REINFORCEMENT

HIGH-PERFORMANCE

SHOWN FOR THE PURPOSE OF CLARITY.

HPTRM SECURING PINS/STAPLES NOT

NOTE:

ON SHEET X-5007

SIZE AND SPACING PER SCHEDULE

GEOTEXTILE PINS/STAPLES (TYP)

OR GRADED SLOPE

EXISTING GROUND

R-5 GRADED ROCK

HPTRM

TRM OR

BACKFILL

COMPACTED

PDEA FOR ARVS)

TRM PIN/STAPLE (OR

1�

EL 868.0 (UNO)

PROTECTION

T/STONE TOE

WATER LINE (EL 867. 0)

OBSERVED ORDINARY HIGH

OF SURVEY (EL 866. 0)

WATER ELEVATION AT TIME

GROUND

EXISTING

(SLOPE VARIES)

RIVERBANK

EXISTING ERODED

R-5 GRADED ROCK BERM

PROTECTION

RIVERBANK

R-3 RIPRAP(EL VARIES)

PROTECTION

T/RIVERBANK

VEGETATIVE COVER

MULCH FOR PERMANENT

APPLY TOPSOIL, SEED AND

GREATER, SHALL BE USED AS THE MINIMUM.

SHOWN ON THIS DETAIL, WHICHEVER IS

RECOMMENDED DIMENSION OR THE DIMENSION

" " INDICATES EITHER THE MANUFACTURER’S

NOTE:

LENGTH VARIES

TRENCH

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

T S

B U

R G

S T F

O R

K R

E R

W O

R T

G T

O N S

E W

E R L

W O

R T

G T

O N

W V

B A

N K S

T A

A T

N W

W N

P W

P :d m s

O d

C .d g n .D

G N

T S

D B

A C

U L

O d

C .d g n .D

G N

C R

A T

T Y

A N

S I D

G O

L D

E N

R U

S N

A K

U s

A M

S H

A T

P .E

E R B

A N

K S

T A

A T

T Y

A L C

R O

S S S

E C

N S A

N D N

O T

DETAIL

N.T.S.

DETAIL 4

-SCALE: 1" = 1’-0"

0 1’ 2’

SCALE: 1"=1’

GRADE SLOPE RANGE 2H:1V OR LESS

TYPICAL FOR BANKS WITH FINISH

TYPE 1 BANK STABILIZATION

DETAIL

N.T.S.

SLOPE RANGE FROM 1.25H:1V TO VERTICAL

TYPICAL FOR BANKS WITH EXISTING GRADE

TYPE 3 BANK STABILIZATION

SLOPE RANGE FROM 2H:1V UP TO 1.25H:1V

TYPICAL FOR BANKS WITH EXISTING GRADE

ANCHOR-REINFORCED VEGETATION SYSTEM (ARVS)

TYPE 2 BANK STABILIZATION

DETAIL

N.T.S.

31 32 00 AND 31 32 11.00 08).

THIS DETAIL (SEE SPECIFICATIONS SECTIONS

BANK STABILIZATION PLAN CAN INCLUDE

WITHIN THE RANGE IDENTIFIED HERE, THE

THE PLANS. IF SLOPES OF THE BANK ARE

DETAIL 2 IS NOT CURRENTLY IDENTIFIED IN

NOTE:

GROUND COVERING INSTALLATION.

SEE DETAIL 12, SHEET X-5007 FOR INFORMATION REGARDING ARVS10.

GROUND COVERING INSTALLATION.

SEE DETAIL 11, SHEET X-5006 FOR INFORMATION REGARDING TRM9.

UNO - UNLESS NOTED OTHERWISE8.

HPTRM AND PDEA)

ARVS - ANCHOR-REINFORCED VEGETATION SYSTEM (COMBINATION OF7.

PDEA - PERCUSSION DRIVEN EARTH ANCHOR6.

GT - GEOTEXTILE SEPARATION LAYER5.

HPTRM - HIGH-PERFORMANCE TURF REINFORCEMENT MAT4.

TRM - TURF REINFORCEMENT MAT3.

END STONE TOE PROTECTION (DETAIL 3, THIS SHEET) AT STA 34+52.2.

BEGIN STONE TOE PROTECTION (DETAIL 1, THIS SHEET) AT STA 20+40.1.

C-3004

TRM

SEE NOTE 2

2’-0"

TRM

0-10 25 50 75 100

E L

E V

A T

E L

E V

A T

DISTANCE FROM BASELINE (IN FEET)

GROUND

EXISTING

SEWER FORCE MAIN

EXISTING 8" SANITARY

0-10 25 50 75 100

E L

E V

A T

E L

E V

A T

DISTANCE FROM BASELINE (IN FEET)

BL GROUND

EXISTING

SEWER FORCE MAIN

EXISTING 8" SANITARY

EL 871. 4

OUTFALL AT

#1 - 8" PLASTIC

EL 870. 5

OUTFALL AT

#2 - 10" STEEL

73.6

868.4

76.6

866.4

R-3 RIPRAP ~

R-5 GRADED ROCK

LAYER (GT)

SEPARATION

GEOTEXTILE

1�

TO FINISHED SLOPE

CUT AT OR EXTEND

TO FINISHED SLOPE

CUT AT OR EXTEND

1�

38.5

875.2

0-10 25 50 75 100

E L

E V

A T

E L

E V

A T

DISTANCE FROM BASELINE (IN FEET)

GROUND

EXISTING

SEWER FORCE MAIN

EXISTING 8" SANITARY

74.8

868.2

77.8

866.2

R-3 RIPRAP

R-5 GRADED ROCK

1�

39.6

874.2

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

T S

B U

R G

S T F

O R

K R

E R

W O

R T

G T

O N S

E W

E R L

W O

R T

G T

O N

W V

B A

N K S

T A

A T

N W

W N

P W

P :d m s

O d

C .d g n

T S

D B

A C

U L

O d

C .d g n

G O

L D

E N

A N

S I D s

A M

S H

A T

P .E

C-3005

C R

O S

S S

E C

N S

STA 20+02

STA 20+52

0 20’10’

SCALE: 1"=10’

SCALE: 1" = 10’-0"

BANK STABILIZATION CROSS-SECTIONS

STA 20+40

S T

T A

N D S

T A

C R

A T

T Y

R U

S N

A K

ESTABLISHED IN THE FIELD.

AND VERTICAL LOCATION HAS BEEN

DEFINED ONCE THE ACTUAL HORIZONTAL

SANITARY SEWER FORCE MAIN SHALL BE

ALL DIRECTIONS AROUND THE EXISTING 8"

A "DO NOT DISTURB" ZONE OF 2’-0" IN2.

EARTHWORK ACTIVITIES.

VERIFY DEPTH PRIOR TO CONDUCTING ANY

OCTOBER 2015). CONTRACTOR SHALL

LOCATION WAS ESTABLISHED BY SURVEY

CROSS-SECTIONS, IS UNKNOWN (HORIZONTAL

SEWER FORCE MAIN, AS SHOWN ON THE

THE DEPTH OF THE EXISTING 8" SANITARY1.

INFORMATION

BANK STABILIZATION

FOR ADDITIONAL

SHEET C-3004,

SEE DETAIL 1,

INFORMATION

BANK STABILIZATION

FOR ADDITIONAL

SHEET C-3004,

SEE DETAIL 1,

2’-0"

TRM

SEE NOTE 2

2’-0"

TRM

0-10 25 50 75 100

E L

E V

A T

E L

E V

A T

DISTANCE FROM BASELINE (IN FEET)

GROUND

EXISTING

SEWER FORCE MAIN

EXISTING 8" SANITARY

75.8

868.0

79.9

865.3

LAYER (GT)

SEPARATION

GEOTEXTILE

R-3 RIPRAP

R-5 GRADED ROCK

~ 1

1�

36.2

875.5

0-10 25 50 75 100

E L

E V

A T

E L

E V

A T

DISTANCE FROM BASELINE (IN FEET)

GROUND

EXISTING

77.6

868.0

84.8

863.7

SEWER FORCE MAIN

EXISTING 8" SANITARY

1�

R-3 RIPRAP

R-5 GRADED ROCK

42.5

874.4

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

T S

B U

R G

S T F

O R

K R

E R

W O

R T

G T

O N S

E W

E R L

W O

R T

G T

O N

W V

B A

N K S

T A

A T

N W

W N

P W

P :d m s

O d

C .d g n

T S

D B

A C

U L

O d

C .d g n

G O

L D

E N

A N

S I D s

A M

S H

A T

P .E

C-3006

C R

O S

S S

E C

N S

STA 21+02

STA 21+52

0 20’10’

SCALE: 1"=10’

SCALE: 1" = 10’-0"

BANK STABILIZATION CROSS-SECTIONS

C R

A T

T Y

R U

S N

A K

S T

N D S

T A

AND VERTICAL LOCATION HAS BEEN

DEFINED ONCE THE ACTUAL HORIZONTAL

SANITARY SEWER FORCE MAIN SHALL BE

ALL DIRECTIONS AROUND THE EXISTING 8"

A "DO NOT DISTURB" ZONE OF 2’-0" IN2.

EARTHWORK ACTIVITIES.

VERIFY DEPTH PRIOR TO CONDUCTING ANY

OCTOBER 2015). CONTRACTOR SHALL

LOCATION WAS ESTABLISHED BY SURVEY

CROSS-SECTIONS, IS UNKNOWN (HORIZONTAL

SEWER FORCE MAIN, AS SHOWN ON THE

THE DEPTH OF THE EXISTING 8" SANITARY1.

INFORMATION

BANK STABILIZATION

FOR ADDITIONAL

SHEET C-3004,

SEE DETAIL 1,

INFORMATION

BANK STABILIZATION

FOR ADDITIONAL

SEE DETAIL 1,

SEE NOTE 2

2’-0"

0-10 25 50 75 100

E L

E V

A T

E L

E V

A T

DISTANCE FROM BASELINE (IN FEET)

69.0

868.0

75.3

863.8

GROUND

EXISTING

SEWER FORCE MAIN

EXISTING 8" SANITARY

1�

42.0

875.1

0-10 25 50 75 100

E L

E V

A T

E L

E V

A T

DISTANCE FROM BASELINE (IN FEET)

GROUND

EXISTING

65.4

868.0

71.2

864.1

SEWER FORCE MAIN

EXISTING 8" SANITARY

AT INLET (APPROX STA 22+44)

STA 22+51; U/S INV EL 879.9

D/S INV EL 868.0 AT APPROX

BASIN ALONG WATER STREET

#7 - 6" C.I. PIPE FROM CATCH

DEPTH UNKNOWN

SHINNSTON, WV)

MAIN (CITY OF

EXIST 10" WATER 49.2

869.6

37.1

876.4

1�

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

T S

B U

R G

S T F

O R

K R

E R

W O

R T

G T

O N S

E W

E R L

W O

R T

G T

O N

W V

B A

N K S

T A

A T

N W

W N

P W

P :d m s

O d

C .d g n

T S

D B

A C

U L

O d

C .d g n

G O

L D

E N

A N

S I D s

A M

S H

A T

P .E

C-3007

C R

O S

S S

E C

N S

STA 22+02

STA 22+52

0 20’10’

SCALE: 1"=10’

SCALE: 1" = 10’-0"

BANK STABILIZATION CROSS-SECTIONS

C R

A T

T Y

R U

S N

A K

S T

N D S

T A

AND VERTICAL LOCATION HAS BEEN

DEFINED ONCE THE ACTUAL HORIZONTAL

SANITARY SEWER FORCE MAIN SHALL BE

ALL DIRECTIONS AROUND THE EXISTING 8"

A "DO NOT DISTURB" ZONE OF 2’-0" IN2.

EARTHWORK ACTIVITIES.

VERIFY DEPTH PRIOR TO CONDUCTING ANY

OCTOBER 2015). CONTRACTOR SHALL

LOCATION WAS ESTABLISHED BY SURVEY

CROSS-SECTIONS, IS UNKNOWN (HORIZONTAL

SEWER FORCE MAIN, AS SHOWN ON THE

THE DEPTH OF THE EXISTING 8" SANITARY1.

INFORMATION

BANK STABILIZATION

FOR ADDITIONAL

SHEET C-3004,

SEE DETAIL 3,

INFORMATION (SIM)

BANK STABILIZATION

FOR ADDITIONAL

SEE DETAIL 3,

SEE NOTE 2

2’-0"

0-10 25 50 75 100

E L

E V

A T

E L

E V

A T

DISTANCE FROM BASELINE (IN FEET)

62.7

868.0

67.9

864.6

GROUND

EXISTING

SEWER FORCE MAIN

EXISTING 8" SANITARY

DEPTH UNKNOWN

SHINNSTON, WV)

MAIN (CITY OF

EXIST 10" WATER

38.1

875.2

1�

0-10 25 50 75 100

E L

E V

A T

E L

E V

A T

DISTANCE FROM BASELINE (IN FEET)

GROUND

EXISTING

60.5

868.0

65.5

864.6

SEWER FORCE MAIN

EXISTING 8" SANITARY

DEPTH UNKNOWN

SHINNSTON, WV)

MAIN (CITY OF

EXIST 10" WATER

32.5

876.5

1�

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

T S

B U

R G

S T F

O R

K R

E R

W O

R T

G T

O N S

E W

E R L

W O

R T

G T

O N

W V

B A

N K S

T A

A T

N W

W N

P W

P :d m s

O d

C .d g n

T S

D B

A C

U L

O d

C .d g n

G O

L D

E N

A N

S I D s

A M

S H

A T

P .E

C-3008

C R

O S

S S

E C

N S

STA 23+02

STA 23+52

0 20’10’

SCALE: 1"=10’

SCALE: 1" = 10’-0"

BANK STABILIZATION CROSS-SECTIONS

C R

A T

T Y

R U

S N

A K

S T

N D S

T A

AND VERTICAL LOCATION HAS BEEN

DEFINED ONCE THE ACTUAL HORIZONTAL

SANITARY SEWER FORCE MAIN SHALL BE

ALL DIRECTIONS AROUND THE EXISTING 8"

A "DO NOT DISTURB" ZONE OF 2’-0" IN2.

EARTHWORK ACTIVITIES.

VERIFY DEPTH PRIOR TO CONDUCTING ANY

OCTOBER 2015). CONTRACTOR SHALL

LOCATION WAS ESTABLISHED BY SURVEY

CROSS-SECTIONS, IS UNKNOWN (HORIZONTAL

SEWER FORCE MAIN, AS SHOWN ON THE

THE DEPTH OF THE EXISTING 8" SANITARY1.

INFORMATION

BANK STABILIZATION

FOR ADDITIONAL

SHEET C-3004,

SEE DETAIL 3,

INFORMATION

BANK STABILIZATION

FOR ADDITIONAL

SEE NOTE 2

2’-0"

0-10 25 50 75 100

E L

E V

A T

E L

E V

A T

DISTANCE FROM BASELINE (IN FEET)

62.6

868.0

67.5

864.7

GROUND

EXISTING

SEWER FORCE MAIN

EXISTING 8" SANITARY

DEPTH UNKNOWN

SHINNSTON, WV)

MAIN (CITY OF

EXIST 10" WATER

38.0

873.1

1�

0-10 25 50 75 100

E L

E V

A T

E L

E V

A T

DISTANCE FROM BASELINE (IN FEET)

GROUND

EXISTING

59.8

868.0

65.7

864.1

SEWER FORCE MAIN

EXISTING 8" SANITARY

DEPTH UNKNOWN

SHINNSTON, WV)

MAIN (CITY OF

EXIST 10" WATER

35.2

879.6

1�

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

T S

B U

R G

S T F

O R

K R

E R

W O

R T

G T

O N S

E W

E R L

W O

R T

G T

O N

W V

B A

N K S

T A

A T

N W

W N

P W

P :d m s

O d

C .d g n

T S

D B

A C

U L

O d

C .d g n

G O

L D

E N

A N

S I D s

A M

S H

A T

P .E

C-3009

C R

O S

S S

E C

N S

STA 24+02

STA 24+52

0 20’10’

SCALE: 1"=10’

SCALE: 1" = 10’-0"

BANK STABILIZATION CROSS-SECTIONS

C R

A T

T Y

R U

S N

A K

S T

N D S

T A

AND VERTICAL LOCATION HAS BEEN

DEFINED ONCE THE ACTUAL HORIZONTAL

SANITARY SEWER FORCE MAIN SHALL BE

ALL DIRECTIONS AROUND THE EXISTING 8"

A "DO NOT DISTURB" ZONE OF 2’-0" IN2.

EARTHWORK ACTIVITIES.

VERIFY DEPTH PRIOR TO CONDUCTING ANY

OCTOBER 2015). CONTRACTOR SHALL

LOCATION WAS ESTABLISHED BY SURVEY

CROSS-SECTIONS, IS UNKNOWN (HORIZONTAL

SEWER FORCE MAIN, AS SHOWN ON THE

THE DEPTH OF THE EXISTING 8" SANITARY1.

INFORMATION

BANK STABILIZATION

FOR ADDITIONAL

SHEET C-3004,

SEE DETAIL 3,

INFORMATION

BANK STABILIZATION

FOR ADDITIONAL

SEE NOTE 2

2’-0"

0-10 25 50 75 100

E L

E V

A T

E L

E V

A T

DISTANCE FROM BASELINE (IN FEET)

57.2

868.0

63.0

864.2

GROUND

EXISTINGBL

SEWER FORCE MAIN

EXISTING 8" SANITARY

DEPTH UNKNOWN

SHINNSTON, WV)

MAIN (CITY OF

EXIST 10" WATER

34.9

876.3

1�

0-10 25 50 75 100

E L

E V

A T

E L

E V

A T

DISTANCE FROM BASELINE (IN FEET)

GROUND

EXISTING

57.0

868.0

62.3

864.5

SEWER FORCE MAIN

EXISTING 8" SANITARY

DEPTH UNKNOWN

SHINNSTON, WV)

MAIN (CITY OF

EXIST 10" WATER

31.8

876.5

1�

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

T S

B U

R G

S T F

O R

K R

E R

W O

R T

G T

O N S

E W

E R L

W O

R T

G T

O N

W V

B A

N K S

T A

A T

N W

W N

P W

P :d m s

O d

C .d g n

T S

D B

A C

U L

O d

C .d g n

G O

L D

E N

A N

S I D s

A M

S H

A T

P .E

C-3010

C R

O S

S S

E C

N S

STA 25+02

STA 25+52

0 20’10’

SCALE: 1"=10’

SCALE: 1" = 10’-0"

BANK STABILIZATION CROSS-SECTIONS

C R

A T

T Y

R U

S N

A K

S T

N D S

T A

AND VERTICAL LOCATION HAS BEEN

DEFINED ONCE THE ACTUAL HORIZONTAL

SANITARY SEWER FORCE MAIN SHALL BE

ALL DIRECTIONS AROUND THE EXISTING 8"

A "DO NOT DISTURB" ZONE OF 2’-0" IN2.

EARTHWORK ACTIVITIES.

VERIFY DEPTH PRIOR TO CONDUCTING ANY

OCTOBER 2015). CONTRACTOR SHALL

LOCATION WAS ESTABLISHED BY SURVEY

CROSS-SECTIONS, IS UNKNOWN (HORIZONTAL

SEWER FORCE MAIN, AS SHOWN ON THE

THE DEPTH OF THE EXISTING 8" SANITARY1.

INFORMATION

BANK STABILIZATION

FOR ADDITIONAL

SHEET C-3004,

SEE DETAIL 3,

INFORMATION

BANK STABILIZATION

FOR ADDITIONAL

SEE NOTE 2

2’-0"

0-10 25 50 75 100

E L

E V

A T

E L

E V

A T

DISTANCE FROM BASELINE (IN FEET)

57.6

868.0

GROUND

EXISTINGBL

62.4

864.8

SEWER FORCE MAIN

EXISTING 8" SANITARY

DEPTH UNKNOWN

SHINNSTON, WV)

MAIN (CITY OF

EXIST 10" WATER

32.5

876.4

1�

0-10 25 50 75 100

E L

E V

A T

E L

E V

A T

DISTANCE FROM BASELINE (IN FEET)

GROUND

EXISTING

55.0

868.0

59.0

865.3

SEWER FORCE MAIN

EXISTING 8" SANITARY

DEPTH UNKNOWN

SHINNSTON, WV)

MAIN (CITY OF

EXIST 10" WATER

1�

28.5

876.5

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

T S

B U

R G

S T F

O R

K R

E R

W O

R T

G T

O N S

E W

E R L

W O

R T

G T

O N

W V

B A

N K S

T A

A T

N W

W N

CERTIFIED FINAL DOCUMENTS

STA 26+02

STA 26+52

0 20’10’

SCALE: 1"=10’

SCALE: 1" = 10’-0"

BANK STABILIZATION CROSS-SECTIONS

P W

P :d m s

O d

C .d g n

T S

D B

A C

U L

O d

C .d g n

C-3011

C R

O S

S S

E C

N S

G O

L D

E N

C R

A T

T Y

A N

S I

R U

S N

A K

S T

N D S

T A

U s

A M

S H

A T

P .E

ESTABLISHED IN THE FIELD.

AND VERTICAL LOCATION HAS BEEN

DEFINED ONCE THE ACTUAL HORIZONTAL

SANITARY SEWER FORCE MAIN SHALL BE

ALL DIRECTIONS AROUND THE EXISTING 8"

A "DO NOT DISTURB" ZONE OF 2’-0" IN2.

EARTHWORK ACTIVITIES.

VERIFY DEPTH PRIOR TO CONDUCTING ANY

OCTOBER 2015). CONTRACTOR SHALL

LOCATION WAS ESTABLISHED BY SURVEY

CROSS-SECTIONS, IS UNKNOWN (HORIZONTAL

SEWER FORCE MAIN, AS SHOWN ON THE

THE DEPTH OF THE EXISTING 8" SANITARY1.

INFORMATION

BANK STABILIZATION

FOR ADDITIONAL

SHEET C-3004,

SEE DETAIL 3,

INFORMATION

BANK STABILIZATION

FOR ADDITIONAL

0-10 25 50 75 100

E L

E V

A T

E L

E V

A T

DISTANCE FROM BASELINE (IN FEET)

50.7

868.0

GROUND

EXISTING

55.5

864.8

SEWER FORCE MAIN

EXISTING 8" SANITARY

DEPTH UNKNOWN

SHINNSTON, WV)

MAIN (CITY OF

EXIST 10" WATER

27.2

876.5

1�

0-10 25 50 75 100

E L

E V

A T

E L

E V

A T

DISTANCE FROM BASELINE (IN FEET)

GROUND

EXISTING

47.8

868.0

52.7

864.7

SEWER FORCE MAIN

EXISTING 8" SANITARY

DEPTH UNKNOWN

SHINNSTON, WV)

MAIN (CITY OF

EXIST 10" WATER

AREA

DUMPED ROCK PROTECTION

APPROX START OF EXISTING

(SEE NOTE 3)

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

T S

B U

R G

S T F

O R

K R

E R

W O

R T

G T

O N S

E W

E R L

W O

R T

G T

O N

W V

B A

N K S

T A

A T

N W

W N

CERTIFIED FINAL DOCUMENTS

STA 27+02

STA 27+52

0 20’10’

SCALE: 1"=10’

P W

P :d m s

O d

C .d g n

T S

D B

A C

U L

O d

C .d g n

C-3012

C R

O S

S S

E C

N S

G O

L D

E N

C R

A T

T Y

A N

S I D

R U

S N

A K

S T

N D S

T A

U s

A M

S H

A T

INFORMATION

BANK STABILIZATION

FOR ADDITIONAL

SHEET C-3004,

SEE DETAIL 3,

SHEET C-3004 (SIM)

SEE DETAIL 3,

OF R-3 OVER DUMPED ROCK.

VOIDS. PLACE GEOTEXTILE AND 2 FOOT LAYER

ROCK WITH AASHTO NO. 57 TO FILL EXISTING

CLARITY). CONTRACTOR TO INFILL DUMPED

IS NOT SHOWN ON THE CROSS-SECTIONS (FOR

27+52 (APPROX) AND STATION 29+02 (APPROX)

DUMPED ROCK PROTECTION BETWEEN STATION3.

LOCATION HAS BEEN ESTABLISHED IN THE FIELD.

THE ACTUAL HORIZONTAL AND VERTICAL

SEWER FORCE MAIN SHALL BE DEFINED ONCE

DIRECTIONS AROUND THE EXISTING 8" SANITARY

A "DO NOT DISTURB" ZONE OF 2’-0" IN ALL2.

CONDUCTING ANY EARTHWORK ACTIVITIES.

CONTRACTOR SHALL VERIFY DEPTH PRIOR TO

WAS ESTABLISHED BY SURVEY OCTOBER 2015).

SECTIONS, IS UNKNOWN (HORIZONTAL LOCATION

SEWER FORCE MAIN, AS SHOWN ON THE CROSS-

THE DEPTH OF THE EXISTING 8" SANITARY1.

SEE NOTE 3

L E

V A

E L

E V

A T

DISTANCE FROM BASELINE (IN FEET)

47.0

868.0

GROUND

EXISTINGBL

52.3

864.5

SEWER FORCE MAIN

EXISTING 8" SANITARY

AREA

ROCK PROTECTION

EXISTING DUMPED

(SEE NOTE 1)

0-10 25 50 75 100

E L

E V

A T

E L

E V

A T

DISTANCE FROM BASELINE (IN FEET)

GROUND

EXISTING

46.2

868.0

52.2

864.0

SEWER FORCE MAIN

EXISTING 8" SANITARY

AREA

ROCK PROTECTION

EXISTING DUMPED

(SEE NOTE 1)

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

T S

B U

R G

S T F

O R

K R

E R

W O

R T

G T

O N S

E W

E R L

W O

R T

G T

O N

W V

B A

N K S

T A

A T

N W

W N

CERTIFIED FINAL DOCUMENTS

STA 28+02

STA 28+52

0 20’10’

SCALE: 1"=10’

P W

P :d m s

O d

.d g n

T S

D B

A C

U L

O d

.d g n

C-3013

C R

O S

S S

E C

N S

G O

L D

E N

C R

A T

T Y

A N

S I D

R U

S N

A K

S T

N D S

T A

U s

A M

S H

A T

SHEET C-3004 (SIM)

SEE DETAIL 3,

SHEET C-3004 (SIM)

SEE DETAIL 3,

FIELD.

LOCATION HAS BEEN ESTABLISHED IN THE

THE ACTUAL HORIZONTAL AND VERTICAL

SEWER FORCE MAIN SHALL BE DEFINED ONCE

DIRECTIONS AROUND THE EXISTING 8" SANITARY

A "DO NOT DISTURB" ZONE OF 2’-0" IN ALL3.

WORK ACTIVITIES.

DEPTH PRIOR TO CONDUCTING ANY EARTH-

OCTOBER 2015). CONTRACTOR SHALL VERIFY

LOCATION WAS ESTABLISHED BY SURVEY

CROSS-SECTIONS, IS UNKNOWN (HORIZONTAL

SEWER FORCE MAIN, AS SHOWN ON THE

THE DEPTH OF THE EXISTING 8" SANITARY2.

OF R-3 OVER DUMPED ROCK.

VOIDS. PLACE GEOTEXTILE AND 2 FOOT LAYER

ROCK WITH AASHTO NO. 57 TO FILL EXISTING

CLARITY). CONTRACTOR TO INFILL DUMPED

IS NOT SHOWN ON THE CROSS SECTIONS (FOR

27+52 (APPROX) AND STATION 29+02 (APPROX)

DUMPED ROCK PROTECTION BETWEEN STATION1.

SEE NOTE 4

0-10 25 50 75 100

L E

V A

E L

E V

A T

DISTANCE FROM BASELINE (IN FEET)

49.1

868.0

55.1

864.0

SEWER FORCE MAIN

EXISTING 8" SANITARY

GROUND

EXISTING

AREA

DUMPED ROCK PROTECTION

APPROX END OF EXISTING

(SEE NOTE 1)

0-10 25 50 75 100

E L

E V

A T

E L

E V

A T

DISTANCE FROM BASELINE (IN FEET)

GROUND

EXISTING

55.8

868.0

61.9

863.9

SEWER FORCE MAIN

EXISTING 8" SANITARY

ORIGIN, INV EL UNKNOWN

#18 - 18" T.C. PIPE

TO FINISHED SLOPE

CUT AT OR EXTEND

1�

40.2

873.5

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

T S

B U

R G

S T F

O R

K R

E R

W O

R T

G T

O N S

E W

E R L

W O

R T

G T

O N

W V

B A

N K S

T A

A T

N W

W N

CERTIFIED FINAL DOCUMENTS

STA 29+02

STA 29+52

0 20’10’

SCALE: 1"=10’

P W

P :d m s

O d

C .d g n

T S

D B

A C

U L

O d

C .d g n

C-3014

C R

O S

S S

E C

N S

G O

L D

E N

C R

A T

T Y

A N

S I D

R U

S N

A K

S T

N D S

T A

U s

A M

S H

A T

INFORMATION

BANK STABILIZATION

FOR ADDITIONAL

SHEET C-3004,

SEE DETAIL 3,

SHEET C-3004 (SIM)

SEE DETAIL 3,

FIELD.

LOCATION HAS BEEN ESTABLISHED IN THE

THE ACTUAL HORIZONTAL AND VERTICAL

SEWER FORCE MAIN SHALL BE DEFINED ONCE

DIRECTIONS AROUND THE EXISTING 8" SANITARY

A "DO NOT DISTURB" ZONE OF 2’-0" IN ALL4.

WORK ACTIVITIES.

DEPTH PRIOR TO CONDUCTING ANY EARTH-

OCTOBER 2015). CONTRACTOR SHALL VERIFY

LOCATION WAS ESTABLISHED BY SURVEY

CROSS-SECTIONS, IS UNKNOWN (HORIZONTAL

SEWER FORCE MAIN, AS SHOWN ON THE

THE DEPTH OF THE EXISTING 8" SANITARY3.

29+52 IS NOT IDENTIFIED IN SURVEY DATA.

18" TERRA COTTA PIPE LOCATED NEAR STATION2.

DUMPED ROCK.

GEOTEXTILE AND 2 FOOT LAYER OF R-3 OVER

AASHTO NO. 57 TO FILL EXISTING VOIDS. PLACE

CONTRACTOR TO INFILL DUMPED ROCK WITH

THE CROSS SECTIONS (FOR CLARITY).

27+65 AND STATION 29+05 IS NOT SHOWN ON

DUMPED ROCK PROTECTION BETWEEN STATION1.

SEE NOTE 2

2’-0"

0-10 25 50 75 100

L E

V A

E L

E V

A T

DISTANCE FROM BASELINE (IN FEET)

61.5

868.0

GROUND

EXISTING

68.8

863.1

SEWER FORCE MAIN

EXISTING 8" SANITARY

1�

44.5

874.5

0-10 25 50 75 100

E L

E V

A T

E L

E V

A T

DISTANCE FROM BASELINE (IN FEET)

GROUND

EXISTING

61.4

868.0

69.0

862.9

SEWER FORCE MAIN

EXISTING 8" SANITARY

1�

46.3

873.2

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

T S

B U

R G

S T F

O R

K R

E R

W O

R T

G T

O N S

E W

E R L

W O

R T

G T

O N

W V

B A

N K S

T A

A T

N W

W N

CERTIFIED FINAL DOCUMENTS

STA 30+02

STA 30+52

0 20’10’

SCALE: 1"=10’

P W

P :d m s

O d

C .d g n

T S

D B

A C

U L

O d

C .d g n

C-3015

C R

O S

S S

E C

N S

G O

L D

E N

C R

A T

T Y

A N

S I D

R U

S N

A K

S T

N D S

T A

U s

A M

S H

A T

AND VERTICAL LOCATION HAS BEEN

DEFINED ONCE THE ACTUAL HORIZONTAL

SANITARY SEWER FORCE MAIN SHALL BE

ALL DIRECTIONS AROUND THE EXISTING 8"

A "DO NOT DISTURB" ZONE OF 2’-0" IN2.

EARTHWORK ACTIVITIES.

VERIFY DEPTH PRIOR TO CONDUCTING ANY

OCTOBER 2015). CONTRACTOR SHALL

LOCATION WAS ESTABLISHED BY SURVEY

CROSS-SECTIONS, IS UNKNOWN (HORIZONTAL

SEWER FORCE MAIN, AS SHOWN ON THE

THE DEPTH OF THE EXISTING 8" SANITARY1.

INFORMATION

BANK STABILIZATION

FOR ADDITIONAL

SHEET C-3004,

SEE DETAIL 3,

INFORMATION

BANK STABILIZATION

FOR ADDITIONAL

SEE NOTE 2

2’-0" t

(MAX)

10’-0"

A X

SEE NOTE 3

58’-0" (APPROX)

T E

P P

R O

STREET

MAPLE

GRADE

EXISTING

ROADWAY

ASPHALT

EXISTING

0-10 25 50 75 100

E L

E V

A T

E L

E V

A T

DISTANCE FROM BASELINE (IN FEET)

66.6

868.0

GROUND

EXISTING

73.4

863.5

SEWER FORCE MAIN

EXISTING 8" SANITARY

48.9

874.7

1�

0-10 25 50 75 100

E L

E V

A T

E L

E V

A T

DISTANCE FROM BASELINE (IN FEET)

GROUND

EXISTING

73.7

868.0

80.4

863.6

THIS SHEET

PARKING PAD - SEE DET. 1,

WITH NEW CONCRETE

PARKING PAD AND REPLACE

REMOVE EXISTING CONCRETE

SEWER FORCE MAIN

EXISTING 8" SANITARY

55.2

875.2

1�

MATCH EXISTING DIMENSIONS

CLASS "A" CONCRETE

4" AGGREGATE BASE

TYPE 1 GEOGRID

SUBGRADE

PROPERLY-PREPARED

ADDITIONAL INFORMATION

THIS SHEET FOR

BLOCK - SEE DET 1,

EXISTING FOUNDATION

REMOVE AND REPLACE

COURSE FOR FOUNDATION BLOCKS (TYP)

REQUIRED TO PROVIDE LEVEL BASE

EXTEND AGGREGATE BASE COURSE AS

THIS SHEET

DETAIL 2,

JOINT - SEE

EXPANSION

(APPROX 58’ x 22’) - SEE NOTE 3

PARKING PAD

NEW CONCRETE

MATERIAL

EXPANSION JOINT

BACKER ROD JOINT SEALANT

RECOMMENDATION)

(OR MANUFACTURER’S

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

T S

B U

R G

S T F

O R

K R

E R

W O

R T

G T

O N S

E W

E R L

W O

R T

G T

O N

W V

B A

N K S

T A

A T

N W

W N

CERTIFIED FINAL DOCUMENTS

STA 31+02

STA 31+52

0 20’10’

SCALE: 1"=10’

P W

P :d m s

O d

C .d g n

T S

D B

A C

U L

O d

C .d g n

C-3016

G O

L D

E N

DETAIL 2

1’ 2’0 6"

SCALE: 1�"=1’

C R

A T

T Y

A N

S I D

REQUEST

OBTAINED NEARBY THROUGH

ADDITIONAL BLOCKS CAN BE

FINISHED CONCRETE PAD.

FOUNDATION BLOCKS AROUND

BLOCKS (TYP) - REPLACE

REMOVE EXISTING FOUNDATION

LARGE MAPLE TREE

PROTECT EXISTING

MAPLE STREET

ETC. (TYP)

RAILROAD TIES,

FARM EQUIPMENT,

REMOVE EXISTING

RAILROAD TIES

BRICK PILE AND

REMOVE EXISTING

ROADWAY

EXISTING

EDGE OF

MAPLE STREET

CONCRETE PAD AND

JOINT BETWEEN NEW

PROVIDE �" EXPANSION

#1/27

POLE

S L

O P

DETAIL 1

SCALE: 1" = 10’-0"…

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File details come from the government source that posted it. Updated Nov 14, 2017.