W911WN-17-B-8007-0002_Attachment_3_-_Revised_Plans_dated_31_August_2017.pdf

G-0010

ISSUE DATE:

of Engineers

US Army Corps

AND APPROVAL OF ALL DRAWINGS LISTED ON THE INDEX SHEET.

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION

SUBMITTED BY:

SECTION CHIEF

APPROVAL RECOMMENDED BY:

BRANCH CHIEF

APPROVED BY:

CONSTRUCTION DIVISION

CHIEF, ENGINEERING AND

DATE

DATE

DATE

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

Pittsburgh District

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/s/ JESSICA C. FARMER, P.E. 14 JULY 2017

/s/ BETH L. SCHNELLER, P.E. 14 JULY 2017

/s/ JEANINE M. HOEY, P.E. 14 JULY 2017

BLAIRSVILLE, INDIANA COUNTY PA

CULVERT REPAIR PROJECT

PERMANENT EMBANKMENT AND

CONEMAUGH RIVER LAKE

ALLEGHENY RIVER BASIN

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W

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-B -8 www.pa1call.org

PENNSYLVANIA ONE CALL SYSTEM, INC.

1-800-242-1776 or 8-1-1

CALL 3 BUSINESS DAYS BEFORE YOU DIG!

POCS Serial NO.:

Date:

LEGEND:

ZONE A - 100 YEAR FLOOD PLAIN BOUNDARY

(ABD)

EDGE OF WATER SURFACE

FENCE LINE

EXISTING OVERHEAD ELECTRIC LINE

EXISTING UNDERGROUND ELECTRIC LINE

EXISTING STORM SEWER LINE

EXISTING NATURAL GAS LINE

EXISTING WATER LINE

PIPING ABANDONED IN-PLACE

(FORCE)

EXISTING SANITARY SEWER FORCE MAIN

EXISTING SANITARY SEWER GRAVITY LINE

S

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SANITARY SEWER MANHOLE

STORM INLET

GAS METER

SANITARY SEWER CLEAN-OUT

UTILITY POLE

UTILITY POLE GUY WIRE

VALVE

BORING LOCATIONS/NUMBER

CONTRACTOR WORK LIMITS

LIMITS OF DISTURBANCE

PROPERTY LINE

LEGAL RIGHT-OF-WAY LINE

NEW STORM SEWER LINE

ST NEW 5' DIAMETER STORM SEWER MANHOLE

990 MAJOR CONTOUR (PROPOSED)

MAJOR CONTOUR (EXISTING)

GEOTEXTILEGT

UNLESS NOTEDUN

CENTRIFUGALLY CAST CONCRETE PIPECCCP

DIAMETERD

PUMPED WATER FILTER BAGPWFB

ROCK CONSTRUCTION ENTRANCERCE

BEST MANAGEMENT PRACTICEBMP

COMPOST FILTER SOCKCFS

WITHW/

HIGHWAY AND TRANSPORTATION OFFICIALS

AMERICAN ASSOCIATION OF STATE AASHTO

IDENTIFICATION ID

HIGH DENSITY POLYETHYLENEHDPE

POLYVINYL CHLORIDEPVC

CORRUGATED METAL PIPECMP

ROOMRM

GENERATORGEN

MANHOLEMH

INVERTINV

TOP GRATETG

APPROXIMATEAPPROX

ABANDONEDABD

HOUSEHSE

CONTROLCTR

CENTERLINEC

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CONTRACTOR WORK LIMITSCWL

CUBIC YARDCY

CONCRETECONC

CENTER TO CENTERC/C

TYPICALTYP

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MAXIMUMMAX

REQUIREDREQ'D

DRAWING(S)DWGS(S)

TOP OFT/

ELEVATIONEL

STATIONSTA

NOT TO SCALENTS

U.S. ARMY CORPS OF ENGINEERSUSACE

ABBREVIATIONS:

TB-2

TREE

AND NEW STORM SEWER RIPRAP APRON

SULPHUR RUN BANK STABILIZATION AREA

AREA OF RIPRAP EMBANKMENT PROTECTION

EMBANKMENT CREST FILL AREAEMBANKMENT CREST FILL AREA

EXISTING VEGETATION LINE

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A

DRAWINGSREFERENCE

NAMEFILE TITLEDRAWING

PLATE_01-B

PLATE_02-A CONDITIONS EMBANKMENT PROPOSED &EXISTING

PLATE_03-B

VIEW PLANBERM

STABILIZATION TEMPORARY OF FOOTPRINT AND PLAN CONTROL SEDIMENT ANDEROSION

PLATE_04-A

ABBREVIATIONS AND NOTESMAINTENANCE

AND INSTALLATION PRACTICE MANAGEMENT BEST PLAN CONTROL SEDIMENTATION &EROSION

1FIG 1952-1963 HYDROGRAPHS STAGEPOOL

2FIG 1964-1975 HYDROGRAPHS STAGEPOOL

3FIG 1976-1987 HYDROGRAPHS STAGEPOOL

4FIG 1988-1999 HYDROGRAPHS STAGEPOOL

5FIG 2000-2011 HYDROGRAPHS STAGEPOOL

6FIG 2012-2016 HYDROGRAPHS STAGEPOOL

7FIG CONSTRUCTION BERM STABILIZATION TEMPORARY - DETAILSMISCELLANEOUS

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DRAWINGSCONTRACT

NAMEFILE

NO.

ID

SHEET

TITLEDRAWING

GENERAL

AO38ab_100_G-0010 G-0010 SHEETCOVER

INDEX DRAWING REFERENCE ANDCONTRACT

VIEW PLAN CONDITIONSEXISTING

AO38ab_100_G-1013 G-0013 PLAN LIMITS WORKCONTRACTOR

SURVEY

AO38ab_204_V-1001 V-1001 PLAN CONTROLSURVEY

CIVIL

SEQUENCECONSTRUCTION

PLAN LAYOUTPROPOSED

SECTION AND PLAN LINING AND REPLACEMENTCULVERT

CONTROL SEDIMENTATION ANDEROSION

PLAN CONTROL SEDIMENT ANDEROSION

AO38ab_886_X-5002 X-5002 DETAILS PRACTICE MANAGEMENT BEST PLAN CONTROL SEDIMENT ANDEROSION

AO38ab_886_X-5003 X-5003 DETAILS PRACTICE MANAGEMENT BEST PLAN CONTROL SEDIMENT ANDEROSION

AO38ab_886_X-5004 X-5004 DETAILS PRACTICE MANAGEMENT BEST PLAN CONTROL SEDIMENT ANDEROSION

AO38ab_886_X-5005 X-5005 DETAILS PRACTICE MANAGEMENT BEST PLAN CONTROL SEDIMENT ANDEROSION

AO38ab_886_X-0006 X-0006 ABBREVIATIONS AND NOTES MAINTENANCE AND INSTALLATION PRACTICE MANAGEMENT BEST PLAN CONTROL SEDIMENT ANDEROSION

EMBANKMENT REPAIR SECTIONS

C-5021AO38ab_204_C-5021

SULPHUR RUN BANK STABILIZATION DETAILS

CHAIN LINK SECURITY FENCE TYPE FE-5 DETAILS

EXISTING CONDITIONS CULVERT SECTIONS

CULVERT REPAIR DETAILS - SHEET 1 OF 3

CULVERT REPAIR DETAILS - SHEET 2 OF 3

HEADWALL DETAILS - SHEET 1 OF 2

HEADWALL DETAILS - SHEET 2 OF 2

CULVERT REPAIR DETAILS - SHEET 3 OF 3

AO38ab_100_G-0011-B G-0011-B

AO38ab_204_C-0010-B C-0010-B

AO38ab_204_C-4012-B C-4012-B

AO38ab_204_C-5014-B C-5014-B

C-5016-BAO38ab_204_C-5016-B

AO38ab_204_C-3017-B C-3017-B

AO38ab_204_C-5018-B C-5018-B

AO38ab_204_C-1011-A C-1011-A

2 AO38ab_204_C-5013-A C-5013-A

AO38ab_204_C-5020-A

2 AO38ab_100_G-1012-A G-1012-A

C-5020-A

2 AO38ab_204_C-5019-A C-5019-A

AO38ab_886_X-1001-A X-1001-A

AO38ab_204_C-5015-B C-5015-B

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TEMPORARY

EXISTING

AASHTO NO. 1 STONE

S

S

S

S

S

10+0

S

SEE NOTE 11

SEE NOTE 10

SEE NOTE 12

TREE

DEAD

SEE NOTE 13

S

S

G

CO

ZONE A - 100 YEAR FLOOD PLAIN BOUNDARY

(ABD)

MAJOR CONTOUR (EXISTING) - SEE NOTE 2

EDGE OF WATER SURFACE

FENCE LINE

EXISTING OVERHEAD ELECTRIC LINE

EXISTING UNDERGROUND ELECTRIC LINE

EXISTING STORM SEWER LINE

EXISTING NATURAL GAS LINE

EXISTING WATER LINE

PIPING ABANDONED IN-PLACE

SANITARY SEWER MANHOLE

STORM INLET

GAS METER

SANITARY SEWER CLEAN-OUT

UTILITY POLE

UTILITY POLE GUY WIRE

VALVE

(FORCE)

EXISTING SANITARY SEWER FORCE MAIN

EXISTING SANITARY SEWER GRAVITY LINE

S

S

CO

S

S

ZONE A - 100 YEAR

FLOODPLAIN BOUNDARY

SEE NOTE 1

SCALE: 1" - 20'

PLAN - EXISTING CONDITIONS

SEE NOTE 5

SEE NOTE 2

(APPROX 20' x 40')

STEEL PLATE

S U L P

H U

R R

U N

F L O

W

(APPROX)

STREAM BANK

TOP OF EXISTING

ENTRANCE

CONSTRUCTION

EXISTING ROCK

CULVERT

BRICK ARCH

POST

FENCE

(APPROX 12" DIA)

PIPE IN HEADWALL

EXISTING STEEL

LAYDOWN AREA

CONTRACTOR

EXISTING

APRON

CONCRETE

SEE NOTE 8

SEE NOTE 9

SEE NOTE 6

HEADWALL

CONCRETE

EXISTING

TB-1

TB-2

TB-3

TO BE FIELD VERIFIED

OUTFALL APPROX LOCATION

TO REMAIN

BORING LOCATIONS/NUMBER

EXISTING VEGETATION LINE

TB-2

NOTES:

PLACING R4.

DEAD TREE TO BE REMOVED DURNING EXCAVATION OF SLOPES PRIOR TO 13.

EXISTING TREE SHALL BE REMOVED PRIOR TO ANY CONSTRUCTION.12.

INLETS, TIRES ETC.) THAT SHALL BE REMOVED AND DISPOSED OF.

DOWNSTREAM CHANNEL AND SIDE SLOPES CONTAIN LARGE DEBRIS (ROCK, SEWER11.

COVERED WITH SILTY SAND. SEE NOTE 8.

AREA HAS BEEN SUBJECT TO DEPOSITION OF FINES FROM HILLSIDE. AGGREGATE IS10.

AT THE CONCLUSION OF THE CONTRACT.

NORTH SPRING STREET. SANDBAGS SHALL BE REMOVED AND STORED FOR REUSE

DISPOSED. STORM WATER RUNOFF IS CONTROLLED BY SANDBAG DIKES ALONG

EXPOSED SLOPE COVERED BY GEOTEXTILE. GEOTEXTILE TO BE REMOVED AND 9.

LOCATED DOWNHILL AS SHOWN AND SHALL BE REMOVED PRIOR TO CONSTRUCTION.

CURB HAS BEEN REMOVED IN THIS AREA DUE TO UTILITY WORK. A DEAD TREE IS

SURFACE EROSION OBSERVED IN THIS AREA DUE TO CHANNELING OF RUNOFF.8.

SPECIFICATIONS.

VIDEO CONDUIT INSPECTIONS ARE PROVIDED IN THE ATTACHMENTS TO

PRECIPITATION, LAKE LEVELS AT CONEMAUGH DAM, EXISTING UTILITIES, AND

INFORMATION PERTAINING TO GEOTECHNICAL CONDITIONS, HISTORICAL 7.

INTO NEW ARCH CULVERT.

AND IS APPROXIMATELY 3'x4'x4'. CONTRACTOR SHALL INCORPORATE MANHOLE

SANITARY MANHOLE 101 IS LOCATED INSIDE THE EXISTING STRUCTURAL PLATE6.

ATTACHMENTS TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.

APPROXIMATELY 7 FEET DOWNSTREAM OF THE STONE/BRICK TRANSITION. SEE

A PLASTIC PIPE IS ENTERING THE CROWN OF THE STONE ARCH CULVERT5.

SECTION 01 18 00.

ALL UTILITIES SHALL BE CONFIRMED IN ACCORDANCE WITH SPECIFICATION

EXISTING UTILITIES LOCATIONS PROVIDED BY THE BOROUGH OF BLAIRSVILLE.4.

INTERVALS.

AND LABELED WITH THE ELEVATION; MINOR CONTOURS ARE SHOWN AT 2-FOOT

MAJOR CONTOURS ARE SHOWN ON THIS DRAWING AT INTERVALS OF 10 FEET3.

ADDITIONAL INFORMATION.

BLOCKS TO BRIDGE THE CULVERT. SEE REFERENCE DRAWING (FIGURE 7) FOR

THE EXISTING CULVERT. A SERIES OF WELDED PLATES WERE ANCHORED TO THE

2'X2'6' JUMBO BLOCKS KEYED TOGETHER TO FORM SUPPORT OUTSIDE OF

SUPPORT BLOCKS FOR TEMPORARY STABILIZATION MEASURES CONSIST OF2.

REPAIR.

SEE REFERENCE DRAWING (PLATE 2A) FOR SCHEMATIC CROSS-SECTION OF

(PA DOT R-4) PLACED AS SHOWN AT THE TOE OF THE FAILURE SURFACE.

TEMPORARY STABILIZATION PERFORMED IN SPRING 2017 ROCK BUTTRESS 1.

INV OUT: 971.68

INV IN: 972.05

INV IN: 972.05

RIM: 981.70

MH-3

INV OUT: 972.48

INV IN: 972.63

INV IN: 974.19

RIM: 983.29

MH-4

INV OUT: 973.13

INV IN: 973.24

RIM: 982.88

MH-5

INV OUT: 968.33

INV IN: 968.42

RIM: 977.02

MH-2

BY-PASS

" P

LASTIC

" C

MP

12" (ABD)

(A B

D )(A

B D ) 3

" P

L A

S T

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INLET

INV OUT: 978.31

INV IN: 978.31

TG: 981.91

INLET

INV: 978.01

TG: 981.61

INLET

18" TILE

" C

M P

" P

L A

S T

IC

" P

V C

6" P

VC

3/4" WL AND 2" GL

(A B

D

ANTENNA TOWER

(F O

R C E

RIM: 947.81

MH-102

RIM: 947.8

MH-10121

" P

VC

INV: 947.18

INV OUT: 947.71

RIM: 957.37

MH

DWELLING

FRAME

DWELLING

FRAME

DWELLING

FRAME

DWELLING

FRAME

DWELLING

FRAME

GENERATOR

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PUMP

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SHED

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10987654

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ACCESS ROAD

TEMPORARY

EXISTING

STONE

AASHTO NO. 1

SANDBAGS

APPROXIMATE AREA OF EROSION

PROTECTION

AREA OF RIPRAP EMBANKMENT

EXISTING TREE (SINGLE)

RIM: 964.39

MH

CONTRACTOR WORK LIMITS

POINT NO. NORTHING EASTING

405135.89

405134.53

1546156.78405063.05

405020.65 1546133.31

1546143.49404935.70

404923.30 1546128.73

1546117.67404882.18

404861.26 1546125.18

404853.53 1546167.93

1546197.61404845.56

404844.58 1546214.52

1546237.98404852.73

404871.89 1546258.07

1546314.60404936.97

404942.61 1546318.64

404979.44 1546384.64

1546408.24404980.90

405041.46 1546404.51

1546423.96405051.89

405089.05 1546472.30

1546465.67405098.03

405077.79 1546438.39

1546403.55405057.0228

1 1546398.68

1546376.70

18 404945.29 1546364.36

404932.54 1546365.01

404933.67 1546386.98

404839.46 1546164.04

404831.27 1546193.66

C U

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10+0

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STONE ARCH

S U L P

H U

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CONTRACTOR WORK LIMITS

(APPROX)

STREAM BANK

TOP OF EXISTING

ZONE A - 100 YEAR FLOOD PLAIN BOUNDARY

ZONE A - 100 YEAR

FLOODPLAIN BOUNDERY

LIMITS OF DISTURBANCE

ENTRANCE

CONSTRUCTION

EXISTING ROCK

CULVERT

BRICK ARCH

SCALE: 1" - 20'

PLAN - CONTRACTOR WORK LIMITS

SEE NOTE 1

PROPERTY LINE

LEGAL RIGHT-OF-WAY LINE

21 22

REPRESENT EXISTING FEATURES.

ITEMS CALLED OUT IN ITALICS AND/OR DISPLAYED IN GRAYSCALE2.

WITHIN THE EXISTING CULVERT.

SPRING STREET SHALL BE CONSTRAINED TO UNDERGROUND

WORK UPSTREAM OF THE LEGAL RIGHT-OF-WAY LINE FOR NORTH1.

NOTES:DWELLING

FRAME

DWELLING

FRAME

DWELLING

FRAME

DWELLING

FRAME

DWELLING

FRAME

GENERATOR

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GEN

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CTRL

STATION

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N O

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L E

G A

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G A

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A Y

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Z=1000.00

X=1546196.75

Y=404832.08

SHEET ID

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948A-F

F-980-C

QUARRY

CREEK

GEOSPATIAL SECTION.

6. FILED DATA WAS COLLECTED IN JANUARY, MARCH, AND MAY OF 2017 BY USACE PITTSBURGH

5. THE AVERAGE COMBINED SCALE FACTOR (PA SOUTH ZONE) FOR THE PROJECT IS 0.99991766.

THE EXISTING BOROUGH OF BLAIRSVILLE MAPPING TO NAVD88.

4. THE EXISTING DROP MANHOLE NSP-100 WAS USED AS THE REFERENCE POINT TO LOWER

SINCE BEEN DESTROYED.

SURVEYORS AND USED TO MOVE MAPPING TO THE SPCS. STA 1+69.12 HAS

STA 0+81.80 AND 1+69.12, BOTH 5/8” REBAR, WERE RECOVERED AND OBSERVED BY USACE

HORIZONTAL COORDINATE SYSTEM AND AN ASSUMED VERTICAL DATUM. CONTROL POINTS

3. THE EXISTING MAPPING PROVIDED BY THE BOROUGH OF BLAIRSVILLE WAS ON AN ASSUMED

BASED ON GEOID12B.

2. THE VERTICAL DATUM IS NAVD88. THE ELEVATION UNITS ARE FEET. ALL GNSS ELEVATIONS ARE

CALCULATED BY NGS OPUS, AND CHECKED AGAINST NGS PID KX1056.

COORDINATES WERE DERIVED FROM A FIVE HOUR GNSS OCCUPATION OF 1001,

SPCS SOUTH ZONE (FIPS 3702). THE UNITS ARE US SURVEY FEET. THE NAD83(2011)

1. THE HORIZONTAL DATUM IS NAD83(2011). THE GRID COORDINATE SYSTEM IS PENNSYLVANIA

NOTES:

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CONTROLSURVEY

NAMESTATION NORTHINGGRID EASTINGGRID ELEVATION DESCRIPTION

QUARRY 405140.25 1546154.45 992.85

30" X 5/8" ON"QUARRY"

STAMPED DISKALUMINUM

CREEK 404656.11 1546073.89 940.09

"CREEK"

STAMPED DISKALUMINUM

1001 405130.83 1546345.15 983.67 NAIL

1002 405017.73 1546287.11 976.50 CONCRETE INSCRIBE

0+81.80STA 404897.78 1546126.61 945.43 REBAR5/8"

1+69.12STA 404939.43 1546203.33 --- DESTROYED

MH-NSP-100 --- --- 989.81 MANHOLE SEWERSANITARY

948A-F 405059.46 1546139.56 --- PIPE ON DISK BOUNDRYUSACE

F-980-C 404702.51 1546249.78 --- PIPE ON DISK BOUNDRYUSACE

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PROPERLY FOLLOWING THE BMP INSTALLATION NOTES.

SOCKS SHALL BE CUT OPEN AND THE WOODEN STAKES AND MESH SHALL BE REMOVED FROM THE SITE AND DISPOSED OF

ONCE THE SITE HAS BEEN STABILIZED AND REACHED A UNIFORM 70% PERENNIAL VEGETATIVE COVER, THE COMPOST FILTER 31.

DISPOSED OF OFF-SITE AT AN APPROVED FACILITY.

TREES, BRUSH, EXCESS SOIL AND CONSTRUCTION WASTE FROM THE CONSTRUCTION AND DEMOLITION ACTIVITIES SHALL BE 30.

USED TO CONSTRUCT CROSSING SHALL BE SPREAD ALONG TEMPORARY ACCESS ROAD.

TEMPORARY STREAM CROSSING SHALL BE REMOVED AND RESTORED TO PRE-CONSTRUCTION CONDITIONS AS SHOWN. STONE 29.

INSTALL TEMPORARY EROSION CONTROL BLANKETS ON ALL SLOPES GREATER THAN 3:1 AND ALONG THE STREAM BANKS.28.

SEED, FERTILIZE, LIME, AND MULCH AREAS THAT HAVE BEEN DISTURBED BY THE CONSTRUCTION ACTIVITY.27.

REMOVE TEMPORARY INLETS AND TEMPORARY SLOPE PIPES.26.

INSTALL NEW CHAIN LINK SECURITY FENCE.25.

(IF AWARDED) REMOVE FLOW DIVERSION STRUCTURES FOR EXTENDED BANK ARMORING.24.

(IF AWARDED) INSTALL EXTENDED BANK ARMORING.23.

(IF AWARDED) INSTALL APPROVED FLOW DIVERSION STRUCTURES FOR EXTENDED BANK ARMORING.22.

REMOVE DOWNSTREAM ROCK FILTER, PIPE FLUME AND TEMPORARY UPSTREAM SANDBAG DAM.21.

INSTALL REQUIRED BANK ARMORING (BASE AWARD).20.

MATERIAL FROM APPROVED SOURCES.

TEMPORARY STABILIZATION BUTTRESS AS APPROVED BY THE CONTRACTING OFFICER. COMPLETE CONSTRUCTION USING NEW R-4

SAND BEDDING LAYER, ANCHOR TRENCHES, AND EMBANKMENT CREST AND TRANSITION ZONES. RE-USE STORED R-4 FROM

INSTALL GEOTEXTILE FABRIC AND ROCK FILL EMBANKMENT TO THE LINES AND GRADES SHOWN ON CONTRACT DRAWINGS, INCLUDING 19.

OF THIS WORK.

STATIONS 2+71 AND 2+95 (SEE PLAN ON SHEET C-4012). ALTER POSITIONING OF PIPE FLUME AS REQUIRED FOR LATERAL PHASING

(IF AWARDED) INSTALL DOWNSTREAM OPTION CCCP LINER IN EXISTING STRUCTURAL PLATE AND CULVERT EXTENSION BETWEEN 18.

POSITIONING OF PIPE FLUME AS REQUIRED FOR LATERAL PHASING OF THIS WORK.

(IF AWARDED) INSTALL UPSTREAM OPTION CCCP LINER IN STONE ARCH CULVERT BETWEEN STATIONS 3+80 AND 4+20. ALTER 17.

LATERAL PHASING OF THIS WORK.

2+78 AND STATION 4+20. ALTER POSITIONING OF PIPE FLUME OR OTHER APPROVED DIVERSION TECHNIQUES AS REQUIRED FOR

AND STATION 3+80 (SEE PLAN ON SHEET C-4012). FLOWLINE SHALL BE LINED WITH INVERT REPAIR MORTAR BETWEEN STATION

(BASE AWARD) INSTALL CCCP LINER IN STONE ARCH CULVERT AND CULVERT REPLACEMENT SECTION BETWEEN STATION 2+95 16.

INSTALL UPSTREAM CUT-OFF-KEY (SEE PLAN ON SHEET C-4012).15.

INSTALL STRUCTURAL BACKFILL AND GEOTEXTILE SEPARATION LAYER AT CULVERT EXTENSION AND BEHIND HEADWALL/WINGWALLS.14.

FORM AND POUR CONCRETE HEADWALL END TREATMENT FOR ARCH CULVERT EXTENSION.13.

INSTALL STRUCTURAL BACKFILL AND GEOTEXTILE SEPARATION LAYER AT CULVERT REPLACEMENT.12.

GROUT CULVERT KEY.11.

INSTALL STRUCTURAL PLATE OVER FOOTERS FOR CULVERT REPLACEMENT AND EXTENSION SECTIONS10.

WINGWALL FOUNDATIONS.

INSTALL MICROPILES AND FOOTER FOR CULVERT REPLACEMENT AND EXTENSION SECTIONS AND CONCRETE HEADWALL AND 9.

AREA FOR RE-USE.

FROM TEMPORARY STABILIZATION BUTTRESS. STORE R-4 FROM TEMPORARY STABILIZATION BERM AT CONTRACTOR LAYDOWN

INSTALL SHORING, SHEETING, AND BRACING AS NEEDED. REMOVE AND DISPOSE OF STEEL PLATE AND CONCRETE BLOCKS

MATERIAL THAN NECESSARY IS REMOVED AT ANY TIME PRIOR TO BACKFILLING WITH THE PERMANENT EMBANKMENT MATERIAL.

FOR PLACEMENT OF GEOTEXTILE AND BEDDING MATERIAL. PERFORM THIS EXCAVATION IN A SEQUENCE SUCH THAT NO MORE

GRADES SHOWN IN THE CONTRACT DOCUMENTS. PREPARE EXPOSED SOIL SLOPES TO EFFECT A SMOOTH, UNIFORM SURFACE

EXCAVATE TEMPORARY STABILIZATION FEATURES AND MATERIAL FROM THE FAILED STONE ARCH CULVERT TO THE LINES AND8.

DIVERSION TECHNIQUES.

INSTALL PIPE FLUME, TEMPORARY UPSTREAM SANDBAG DAM, AND DOWNSTREAM ROCK FILTER OR OTHER APPROVED 7.

INSTALL STONE ARCH CULVERT SUPPORT SYSTEM FROM STATION 3+53 TO 3+63.6.

BAGS AND R-5 RIPRAP AT TEMPORARY SLOPE PIPE DISCHARGES.

INSTALL SANDBAG DIVERSION ALONG NORTH SPRING STREET, TEMPORARY INLETS, TEMPORARY SLOPE PIPES, INLET FILTER

INSTALL TEMPORARY STREAM CROSSING, COMPOST FILTER SOCKS, PERFORM CLEARING AND GRUBBING AND TREE REMOVAL;5.

PERFORM A VIDEO SURVEY OF THE EXISTING CULVERT.4.

TO ENSURE WORKER SAFETY WITHIN EXISTING CULVERT IN ACCORDANCE WITH APPROVED CONFINED SPACE ENTRY PLAN.

PROVIDE CONFINED SPACE ENTRY PERMIT PRIOR TO ANY WORK WITH THE EXISTING CULVERT STRUCTURE. INITIATE MONITORING 3.

THE SITE.

REMOVE EXISTING FENCING AND INSTALL ANY TEMPORARY FENCES AND GATES AS REQUIRED TO RESTRICT ACCESS TO

FACILITIES TO BOROUGH PERSONNEL. COORDINATE WITH CONTRACTING OFFICER AND BOROUGH OF BLAIRSVILLE TO

COORDINATE WITH CONTRACTING OFFICER AND BOROUGH OF BLAIRSVILLE TO PROVIDE ACCESS TO PUMP STATION 2.

VERIFY AND CLEARLY MARK ALL EXISTING UTILITIES WITHIN THE CONTRACTOR’S WORK LIMITS.1.

MODIFICATIONS SHALL BE APPROVED BY THE CONTRACTING OFFICER.

TO ALL DEFINED CONSTRUCTION RESTRICTIONS. IF THE CONTRACTOR ELECTS TO MODIFY THIS SEQUENCE, ANY

CONTRACTOR HAS THE ABILITY TO MODIFY THE SEQUENCE TO SUIT THEIR MEANS AND METHODS WHILE ADHERING

THE PROPOSED CONSTRUCTION SEQUENCE PRESENTS ONE POSSIBLE METHOD OF PERFORMING THE WORK. THE

PROPOSED SEQUENCE OF WORK – BLAIRSVILLE PERMANENT EMBANKMENT REPAIRS:

5'

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SEE NOTE 8

SANDBAGS TO DIVERT FLOW (SEE NOTE 12)

(SEE NOTE 12)

SANDBAGS TO DIVERT FLOW

10+0

S

S

S

S

S

S

S

ZONE A - 100 YEAR FLOOD PLAIN BOUNDARY

990 MAJOR CONTOUR (EXISTING) - SEE NOTE 3

EDGE OF WATER SURFACE

MAJOR CONTOUR (PROPOSED) - SEE NOTE 3990

CONTRACTOR WORK LIMITS

AREA OF R-4 RIPRAP EMBANKMENT PROTECTION

SULPHUR RUN BANK STABILIZATION AREA

NEW CHAIN-LINK SECURITY FENCE

EMBANKMENT CREST FILL AREA

APPROXIMATE AREA OF EROSION GULLY

S

S

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ZONE A - 100 YEAR

FLOODPLAIN BOUNDARY

SEE DETAIL 1, SHEET C-5018

NEW CONCRETE HEADWALL

SCALE: 1" - 20'

PLAN - PROPOSED LAYOUT

AND NOTES

SHEET C-5021 FOR DETAILS

FENCE (APPROX 135 LF) - SEE

NEW CHAIN-LINK SECURITY

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ARCH CULVERT

EXISTING BRICK

CONCRETE

END OF INLET WITH

PLUG DOWNSTREAM

DRIVEWAY APRON

EXISTING CONCRETE

EXISTING ASPHALT DRIVEWAY

DETAILS AND NOTES

SEE SHEET C-5020 FOR

ARMORING (R-5 STONE)

SULPHUR RUN BANK

INV EL 947.18

EXIST 21" PVC

SECTIONS, DETAILS AND NOTES

C-4012 THRU C-5015 FOR PLANS,

CULVERT REPAIRS - SEE SHEETS

SEE NOTE 13

OUTFALL.

EXISTING SANITARY SEWERS, AND MANHOLES AND THE EMERGENCY SANITARY

BANK TO PREVENT DAMAGES TO EXISTING STRUCTURES SUCH AS THE PUMP STATION,

THE CONTRACTOR SHALL TAKE SPECIAL CARE DURING EXCAVATION ALONG THE RIGHT 13.

FLOW DEPTH OF UP TO 6 INCHES.

RUNNING BETWEEN ADJACENT BAGS. SANDBAGS SHALL BE ABLE TO DIVERT A

PLACED SUCH THAT ROWS ARE OFFSET TO PREVENT SURFACE FLOW FROM

ARE RE-USED, THEY SHALL BE FREE OF RIPS AND TEARS. SANDBAGS SHALL BE

STORED SANDBAGS AS APPROVED BY THE CONTRACTING OFFICER. IF SANDBAGS

CONTRACTOR TO INSTALL SANDBAGS AS SHOWN. CONTRACTOR MAY RE-USE12.

BEYOND EXTENTS OF WINGWALLS TO EFFECT DRAINAGE.

THE EMBANKMENT - SSP INTERFACE SHALL EXTEND A MINIMUM OF 2 FEET

EMBANKMENT ROCK FILL SHALL DIRECTLY CONTACT SSP FOR BANK ARMORING.11.

FLATTEN OR SHORE TEMPORARY SLOPES TO ENSURE ACCEPTABLE STABILITY.

IN THE CASE OF AN IMPENDING HIGH WATER EVENT, THE CONTRACTOR SHALL

FILLED. SHORING, SHEETING, AND BRACING SHALL BE INSTALLED AS NEEDED.

PORTION OF THE SLOPE SHALL BE OPENED WHICH CANNOT BE QUICKLY BACK-

ARE OBSERVED FOLLOWING REMOVAL OF THE TEMPORARY STABILITY BERM, NO

FILLING WITH THE PERMANENT EMBANKMENT MATERIAL. IF SLOPE INSTABILITIES

MORE MATERIAL THAN NECESSARY IS REMOVED AT ANY TIME PRIOR TO BACK-

THE CONTRACTOR SHALL PERFORM EXCAVATIONS IN A SEQUENCE SUCH THAT NO10.

FOR ADDITIONAL REQUIREMENTS.

TO PROTECT WORKERS FROM HIGH FLOWS. SEE SPECIFICATION SECTION 01 35 00

THE EXISTING CULVERT. CONTRACTOR SHALL ENSURE THAT A SYSTEM IS IN PLACE

THE CONTRACTOR SHALL TAKE SPECIAL PRECAUTIONS WHEN WORKING WITHIN 9.

ANY CONSTRUCTION.

EXISTING TREE ADJACENT TO HEADWALL TO BE REMOVED PRIOR TO 8.

FOR ADDITIONAL LEGEND SYMBOLS, SEE SHEET G-1012. 7.

SECTION 01 18 00.

ALL UTILITIES SHALL BE CONFIRMED IN ACCORDANCE WITH SPECIFICATION

EXISTING UTILITIES LOCATIONS PROVIDED BY THE BOROUGH OF BLAIRSVILLE. 6.

DETAILS AND NOTES. ADDITIONAL ARMORING INSTALLATION TO STATION 2+03.

MINIMUM BANK ARMORING TO BE PERFORMED TO STATION 1+30. SEE SHEET C-5020 FOR 5.

ALONG CENTER OF CULVERT. SEE SHEET C-3017 FOR ADDITIONAL DETAILS.

SEE SHEET C-4012 FOR TYPICAL CROSS SECTION FOR BUTTRESS CONSTRUCTION 4.

INTERVALS.

AND LABELED WITH THE ELEVATION; MINOR CONTOURS ARE SHOWN AT 2-FOOT

MAJOR CONTOURS ARE SHOWN ON THIS DRAWING AT INTERVALS OF 10 FEET 3.

SLOPING, BENCHING, OR SHORING.

WHERE ADDITIONAL EXCAVATION IS NECESSARY FOR INSTALLING APPROVED

UNIFORM SURFACE FOR PLACEMENT OF GEOTEXTILE AND BEDDING LAYER, EXCEPT

EXCAVATE NO MORE OF THE SOIL SLOPES THAN NECESSARY TO EFFECT A SMOOTH,

ONCE TEMPORARY STABILIZATION BERM HAS BEEN REMOVED, CONTRACTOR SHALL 2.

CONDITIONS AND PERFORM SURVEY AS NECESSARY PRIOR TO BEGINNING WORK.

DRAWINGS FOR DESIGN SECTIONS. THE CONTRACTOR SHALL VERIFY EXISTING

HAS BEEN REMOVED ALONG NORTH SPRING STREET IN THIS AREA. SEE REFERENCE

INSTALLATION OF TEMPORARY STABILIZATION MEASURES. EXISTING PAVEMENT

CONTOURS IN THE AREA OF FAILURE REPRESENT THE CONDITIONS AFTER 1.

DWELLING

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30' (APPROX) CULVERT

STA 3+80 TO STA 4+20

UPSTREAM CCCP LINING

STA 2+95 TO STA 3+80

CCCP LINING (BASE AWARD)

2' (MIN)

20'

EX. STONE ARCH CULVERT- SEE DETAIL 1, SHEET C-5014

67' (APPROX)

EXISTING STONE ARCH CULVERT LINING- SEE DETAIL 1, SHEET C-5014

67' (APPROX)

30' (APPROX) EXISTING

STA 2+71 TO STA 2+95

DOWNSTREAM CCCP LINING

EL 947.72

TOP FOOTER

EL 946.00

TOP FOOTER

DETAIL 4, SHEET C-5015

EXTENSION - SEE

SS

SEE DETAIL 1, SHEET C-5018

NEW CONCRETE HEADWALL

SCALE: 1" - 10'

PLAN - CULVERT LINING AND REPLACEMENT

AASHTO #1

AASHTO #57

STONE

R-4

C-4012 NTS

DETAIL - EMBANKMENT CREST

SELECT GRANULAR FILL (2RC)

(SEE DETAIL 2, SHEET C-3017)

GEOTEXTILE WITH BEDDING

(SEE DETAIL 1, SHEET C-3017)

ANCHOR TRENCH

GEOTEXTILE

DETAIL 2, SHEET C-5014

REPLACEMENT - SEE

23' (APPROX) CULVERT

SEE DETAIL 3, SHEET C-5014

STRUCTURAL PLATE ARCH

(AWARDABLE OPTION)(AWARDABLE OPTION)

EL. 980.5

1 1 1

C

C

NOTES:

BENCHING, OR SHORING.

EXCAVATION IS NECESSARY FOR INSTALLING APPROVED SLOPING,

OF GEOTEXTILE AND BEDDING LAYER, EXCEPT WHERE ADDITIONAL

NECESSARY TO EFFECT A SMOOTH, UNIFORM SURFACE FOR PLACEMENT

CONTRACTOR SHALL EXCAVATE NO MORE OF THE SOIL SLOPES THAN

ONCE TEMPORARY STABILIZATION BERM HAS BEEN REMOVED,5.

ENTERING THE SYSTEM SHALL BE COVERED TO PREVENT LINING.

OF SPEC SECTION 33 01 30.72. EXISTING SANITARY MANHOLES AND PIPES

4. CCCP LINER AND FLOWABLE MORTAR SHALL MEET THE REQUIREMENTS

STATION 2+71 AND STATION 2+95, IF OPTIONS ARE AWARDED.

STATION 4+20, AND IN THE DOWNSTREAM CULVERT EXTENSION BETWEEN

UPSTREAM IN THE STONE ARCH CULVERT BETWEEN STATION 3+80 AND

CCCP LINER, OR OTHER APPROVED MATERIAL, SHALL BE INSTALLED3.

AND STATION 2+71.

BE LINED WITH OF INVERT REPAIR MORTAR BETWEEN STATION 4+26

MATERIAL, BETWEEN STATION 3+80 AND STATION 2+95. FLOWLINE SHALL

BASE AWARD SHALL BE LINED WITH CCCP LINER, OR OTHER APPROVED2.

(STA 0+81.80) AND NO MONUMENT (DESTROYED) (STA 1+69.12).

SHOWN ON SURVEY CONTROL SHEET V-1001, SPECIFICALLY 5/8" REBAR1.

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SCALE: 1"=10'

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SCALE: 1" = 10'

PROFILE - CULVERT LINING AND REPLACEMENT AND EMBANKMENT REPAIR ALONG C OF CULVERTL

1.75

(WINGWALL)

NEW HEADWALL

C NORTH SPRING STREET (APPROX)L

SHEET C-3017

GT - SEE DETAIL 1,

ANCHOR TRENCH FOR

GROUND

EXISTING

BACKFILL

STRUCTURE

ROCK FILL (R-4)

EMBANKMENT

SEE DETAIL 1, SHEET C-5018

NEW CULVERT HEADWALL

STA 2+71.09

CULVERT HEADWALL

FACE OF NEW

INFORMATION

SHEET, FOR ADDITIONAL

EL 980.5 - SEE DETAIL 1, THIS

NEW EMBANKMENT CREST AT

GT

(SEE DETAIL 2, SHEET C-3017)

LAYER (GT) WITH BEDDING

GEOTEXTILE SEPARATION

CONCRETE ENCASEMENT

SANITARY SEWER WITH

EXISTING 21" DIAMETER

EL 945.63

EL 947.14

947.81

EL T/EL

MH-102

EL 947.72

TOP FOOTER

EL. 947.72

TOP FOOTER

SHEET C-5015

STA 4+26 UPSTREAM CUT-OFF KEY - SEE DETAIL 6,

EL 960.00

SEE DETAIL 3, SHEET C-5018-B

PILE CAP / HEADWALL INTERFACE -

SHEET C-5015 (TYP.)

SEE DETAIL C,

CULVERT TRANSITION

EL 980.50

5.5

BERM SEE NOTE 5

TEMPORARY STABILIZATION

EXISTING SOIL SLOPE BEHIND

3+00 4+00

N

LC

C

U L

V E

R T S

E E N

O T

E

FLOW

SULPHUR RUN

BOROUGH OF BLAIRSVILLE.

FINISHED PAVEMENT GRADE TO BE DETERMINED BY 2.

PAVEMENT LINE TO EDGE OF CREST.

5-FT SHOULDER ALLOWANCE FROM EDGE OF ORIGINAL 1.

GROUND

EXISTING

TO REMAIN IN PLACE

EXISTING STRUCTURAL PLATE ARCH

FAILURE AREA

BEYOND EXISTING EMBANKMENT

EXISTING STONE ARCH CULVERT

LOCATION APPROXIMATE

SEE DETAIL 2 C-5014

NEW CONCRETE FOOTERS

LOCATION APPROXIMATE

SEE DETAIL 4 & 5 C-5015

NEW CONCRETE FOOTERS

CONCRETE

SEWER ENCASED IN

EXISTING 21" SANITARY

ARCH CULVERT

EXISTING STONE

2+40 2+304+30 4+20 4+10 4+00 3+90 3+80 3+70 3+403+60 3+50 3+30 3+20 3+10 3+00 2+90 2+80 2+70 2+60 2+50

EXTENTS

SHEET C-1011 FOR

STABILIZATION - SEE

R-5 STREAMBANK

T/EL 947.74

MH-101

EL 943.50

T/ HEADWALL FOOTER

EL 955.50

T/ HEADWALL

SEE DETAIL 2, SHEET C-5014

CULVERT REPLACEMENT -

23' (APPROX)

SEE DETAIL 4, SHEET C-5015

CULVERT EXTENSION -

30' (APPROX)

SEE DETAIL 3, SHEET C-5014

EX. STRUCTURAL PLATE -

30' (APPROX)

EL 947.72

T/FOOTER

EL 947.72

T/FOOTER

EL 947.72

T/FOOTER

EL 947.72

T/FOOTER EL 946.00

T/FOOTER

EL 946.00

T/FOOTER

EL 943.50

FOOTER

T/ HEADWALL

EL 943.50

FOOTER

T/ HEADWALL

EL 947.72

T/FOOTER

EL 947.72

T/FOOTER

A R

C H T

R A

N S

IT

IO

N

B R

IC

K A

R C

H T

O S

T O

C H T

R A

N S

IT

IO

N

B R

IC

K A

R C

H T

O S

T O

3'-8" ±

2" 5"

1'-0" 1'-0"

10'-0"

9'-8"

1'-0"

2" 3"

D E

P T

H U

N K

N O

W N

D E

P T

H U

N K

N O

W N

1'-0"

10'-4"

10'-0"

9'-4"

10'-7"

9'-9"

11'-1"

EL. 947.72 EL. 947.72

EL. 952.99

EL. 944.93

EL. 944.13

EL. 945.33

TOP EL. 947.74

FLOOR

CULVERT

EXISTING

SEWER MANHOLE

EXISTING SANITARY

C CULVERTL

PLATE

STRUCTURAL

EXISTING

EXISTING STRUCTURAL PLATE, CONCRETE, AND FLOWLINE SHALL BE LINED AS INDICATED ON DETAIL 3 ON SHEET C-5014.2.

EXISTING MANHOLE SHALL BE PROTECTED TO AVOID LINING.1.

NOTES:

EL. 947.72

EL. 952.54

EL. 947.72

EL. 945.78

PLATE

STRUCTURAL

EXISTING

ENCASEMENT

WITH CONCRETE

SANITARY SEWER

EXISTING 21"

EL. 945.77

EL. 946.20

FLOOR

CULVERT

EXISTING

C CULVERTL

EL. 952.58

C CULVERTL

EL. 949.88

R = 5.38'

EL. 946.29

R = 8.78R = 9.81

EL. 947.38 EL. 947.38

ENCASEMENT

WITH CONCRETE

SANITARY SEWER

EXISTING 21"

EL. 946.27

EL. 947.88 EL. 947.88

EL. 949.88

CULVERT

STONE ARCH

EXISTING

FLOOR

CULVERT

EXISTING

C-5013 NTS

EXISTING STRUCTURAL PLATE LOOKING UPSTREAM STA 3+03.44 2

C-5013 NTS

EXISTING STRUCTURAL PLATE LOOKING UPSTREAM STA 3+31.44

C-5013 NTS

EXISTING STONE ARCH CULVERT LOOKING UPSTREAM STA 3+53.44

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US Army Corps

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-2

± 3'-8"

MIN.

2'-0"

2' -0

± 3'-8"

L (PADOT CLASS 4 TYPE A)

GEOTEXTILE SEPARATION LAYER

C CULVERT

EL. VARIES

ENCASEMENT

WITH CONCRETE

SANITARY SEWER

EXISTING 21"

RISE = 6'-3"

SPAN = 12'-0"

R = 6'-0"

PLATE ARCH

NEW STRUCTURAL

AS NEEDED

REMOVE DEBRIS

BACKFILL

STRUCTURE

MIN. 2' THICK

(BASE AWARD)

CCCP LINER

SHEET C-5015

SIDE) - SEE DETAIL 5,

FOOTER (TYP EACH

NEW CONCRETE

(TYP.)

MICROPILE CASING

7" DIA. API-N80 BATTER

947.72

T/FOOTER

944.72

B/FOOTER

CULVERT FLOOR

EXISTING

(BASE AWARD)

MORTAR

INVERT REPAIR

SEE DETAIL 12, C-5016-B SEE DETAIL 11, C-5016-B

C-5016-B

SEE DETAIL 10,

C CULVERTL

ENCASEMENT

WITH CONCRETE

SANITARY SEWER

EXISTING 21"

FLOOR

CULVERT

EXISTING

AS NEEDED

REMOVE DEBRIS

CULVERT

STONE ARCH

EXISTING

(SEE NOTE 5)

CCCP LINER

(BASE AWARD)

MORTAR

INVERT REPAIR

FLOOR

CULVERT

EXISTING

C CULVERTL

MANHOLES WITH CCCP LINER

DO NOT LINE EXISTING

(SEE NOTE 1)

CCCP LINER

PLATE

EXISTING STRUCTURAL

(BASE AWARD)

MORTAR

INVERT REPAIR

C-5016-B

SEE DETAIL 10,

NEW STRUCTURAL PLATE SHALL BE LINED WITH A CCCP OR OTHER APPROVED ALTERNATIVE.3.

PLATE FOR APPROVAL.

MANUFACTURER'S RECOMMENDATIONS UNLESS OTHERWISE NOTED. CONTRACTOR MAY SUBMIT ALTERNATIVES TO THE STRUCTURAL

2. MINIMUM THICKNESS FOR STRUCTURAL PLATE SHALL BE 8 GAUGE. THE STRUCTURAL PLATE SHALL BE INSTALLED PER THE

SHALL MEET THE REQUIREMENTS OF SECTION 31 05 19 GEOTEXTILE.

FABRIC SHALL BE PLACED CONTINUOUSLY BETWEEN THE STRUCTURE BACKFILL AND THE EMBANKMENT ROCK FILL. GEOTEXTILE FABRIC

AND COMPACTION SHALL MEET THE REQUIREMENTS OF 31 00 00 FOR EARTHWORK, SECTION 3.11.1.2 STRUCTURE BACKFILL. GEOTEXTILE

1. STRUCTURE BACKFILL SHALL BE PLACED AND COMPACTED AS SHOWN AROUND ALL STRUCTURAL ARCH CULVERT. STRUCTURE BACKFILL

NOTES:

NOTES:

OPTION.

TO STATION 2+95 TO BE INSTALLED AS AN AWARDABLE

AN AWARDABLE OPTION. CCCP LINING FROM STATION 2+71

FROM STATION 3+80 TO STATION 4+20 TO BE INSTALLED AS

BETWEEN STATION 2+95 AND STATION 3+80; CCCP LINING

5. BASE AWARD FOR CCCP LINING OF EXISTING STONE ARCH

MEETING THE REQUIREMENTS OF SECTION 33 01 30.72.

BOTTOMLESS ARCH CULVERT WITH INVERT REPAIR MORTAR

4. CONTRACTOR SHALL LINE THE FLOWLINE/INVERT OF THE

LOCATIONS OF KNOWN PIPES.

FOR REFERENCE. SEE SHEET G-1012 FOR APPROXIMATE

SEE CONDUIT INSPECTION MEMORANDUM ATTACHMENT

WITH THE APPROPRIATE AUTHORITY/OWNER OF THE PIPE.

PIPES SHALL BE APPROVED BY USACE AND COORDINATED

ABANDON AS APPLICABLE. ANY EFFORTS TO ABANDON

A PLAN TO INCORPORATE THE PIPES INTO THE SYSTEM OR

CONTRACTOR SHALL FIELD LOCATE ALL PIPES AND SUBMIT

WORK AREA INSIDE THE CULVERT AND HEADWALL. THE

3. MULTIPLE PIPES CAN BE FOUND IN THE VICINITY OF THE

SHEET G-1012 FOR APPROXIMATE LOCATION.

CONTRACTOR SHALL FIELD-VERIFY THE LOCATION. SEE

ARCH CULVERT. EXACT DIMENSIONS ARE UNKNOWN. THE

LOCATED ALONG THE RIGHT DESCENDING BASE OF THE

2. AN EXISTING, CONCRETE-ENCASED 21" SANITARY SEWER IS

MEET THE REQUIREMENTS OF 33 01 30.72 08.

OTHERWISE NOTED. THICKNESS OF LINER MATERIAL SHALL

MANUFACTURER'S RECOMMENDATIONS UNLESS

THE LINER MATERIAL SHALL BE INSTALLED PER THE

SHALL MEET THE REQUIREMENTS OF SECTION 33 01 30.72.

OR OTHER APPROVED ALTERNATIVE. LINER MATERIAL

SHALL BE A CENTRIFUGALLY CAST CONCRETE PIPE (CCCP)

1. LINER MATERIAL FOR EXISTING STONE ARCH CULVERT

C-4012 NTS

CCCP LINER FOR EXISTING STONE ARCH CULVERT LINING

1 1

C-4012 NTS

(STA 3+30 TO 3+53)

STRUCTURAL PLATE ARCH FOR CULVERT REPLACEMENT

C-4012 NTS

(STA 3+00 TO 3+30)

CCCP LINER FOR EX. STRUCTURAL PLATE ARCH

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US Army Corps

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2' -0

MIN.

2'-0"

(MIN)

8"

CLR

3"

(M

IN

(MIN)

12"

SEE NOTE 1

1'-6"

SEE NOTE 1

1'-6"

L

(PADOT CLASS 4 TYPE A)

GEOTEXTILE SEPARATION LAYER

DESCRIBED IN SPECIFICATIONS

PREPARE SURFACE AS

EXISTING CULVERT FLOOR,

C CULVERT

EL. VARIES

AS NEEDED

REMOVE DEBRIS

RISE = 5'-3"

SPAN = 10'-0"

R = 5'-0"

PLATE ARCH

NEW STRUCTURAL

BACKFILL

MIN. 2' THICK STRUCTURE

OPTION)

(AWARDABLE

CCCP LINER

THIS SHEET

SIDE) - SEE DETAIL 5,

FOOTER (TYP EACH

NEW CONCRETE

SEE C-4012

947.72-946.00

T/FOOTER

SEE C-4012

944.72-943.00

B/FOOTER

(BASE AWARD)

MORTAR

INVERT REPAIR

SEE DETAIL 10, C-5016-B

SEE DETAIL 10, C-5016

SEE DETAIL 11, C-5016

AWARDABLE OPTION.

1. CCCP LINING OF THE STRUCTURAL PLATE ARCH FOR CULVERT EXTENSION TO BE INSTALLED AS AN

DIMENSIONS ACCORDINGLY.

5. THE CONTRACTOR SHALL COORDINATE KEYWAY DIMENSIONS WITH THE MANUFACTURER AND REVISE

SECTION 31 73 00.

KEYWAY/SLOT (SEE FOOTER DETAIL, THIS SHEET). GROUT SHALL MEET THE REQUIREMENTS OF

THE CONNECTION OF THE STRUCTURAL PLATE TO THE FOOTING SHALL BE MADE BY A GROUTED 4.

PLACING.

STANDING WATER, SNOW, ICE, AND OTHER DELETERIOUS SUBSTANCES BEFORE START OF CONCRETE

SURFACES AGAINST WHICH CONCRETE IS TO BE PLACED MUST BE FREE OF DEBRIS, LOOSE MATERIAL, 3.

BRIDGES.

FOOTERS SHALL MEET THE REQUIREMENTS OF THE AASHTO STANDARD SPECIFICATION FOR HIGHWAY 2.

CAST-IN-PLACE CONCRETE.

THE FOOTERS SHALL BE CAST-IN-PLACE CONCRETE MEETING THE REQUIREMENTS OF 03 30 00 1.

STAT 3+53STAT 3+30

TEMPORARY FORM TO BE REMOVED PRIOR TO PLACING CCCP LINER.4.

TRANSITION SEAL AND CCCP LINER.

MORE THAN 6" ACROSS A SINGLE STATION PRIOR TO PLACEMENT OF THE

CONSTRUCTION. THE STONE SHALL BE REMOVED TO A LINE THAT VARIES NO

A SURFACE APPLIED TREATMENT AS NEEDED TO ACCOMMODATE THE NEW

CONTRACTOR SHALL STABILIZE THE INSIDE OF THE STONE ARCH CULVERT WITH 3.

REQUIREMENTS OF SECTION 31 73 00.00 OR OTHER APPROVED ALTERNATIVES.

CULVERT TRANSITION SEAL SHALL BE NON-SHRINK GROUT MEETING THE 2.

EXISTING ARCHES MIN. 18".

1. STRUCTURAL PLATE ARCH AT CULVERT REPLACEMENT SHALL OVERLAP

ARCH PLATE

MATCHING THE MATERIALS OF THE STRUCTURAL

A CUSTOM FABRICATED CULVERT TRANSITION

1. CONTRACTOR SHALL SUBMIT FOR APPPROVAL

FLOOR

CULVERT

EXISTING

FLOW

SULPHUR RUN

OR TOP OF BEDROCK

DEPTH = 18" (MIN)

MORTAR

INVERT REPAIR

R = 6'

CULVERT REPLACEMENT

STRUCTURAL PLATE ARCH AT

18" C/C

6" SHEAR PINS

C C -5015

SEAL

TRANSITION

CULVERT

OR STONE ARCH CULVERT R = 5'

EXISTING STRUCTURAL PLATE ARCH

CULVERT REPLACEMENT

STRUCTURAL PLATE ARCH AT

SHEAR PINS

ARCH CULVERT

EXISTING STONE

SEAL

TRANSITION

CULVERT

FORM

TEMPORARY

CCCP LINER

SHEAR PINS

FORM

TEMPORARY

ARCH CULVERT

EXISTING STONE

CULVERT REPLACEMENT

STRUCTURAL PLATE ARCH AT

CCCP LINER

SEAL

TRANSITION

CULVERT

PLATE ARCH CULVERT

EXISTING STRUCTURAL

SEE NOTE 1

CULVERT TRANSITION(BASE AWARD)

CCCP LINER

STRUCTURE BACK FILL

TO REMAIN

EXISTING HEADWALL

KEYWAY

GROUT

FOOTING

REINFORCED CONCRETE

PLATE

STRUCTURAL

VARIES.

FLOOR. ELEVATION

EXISTING CULVERT

(2) #4 @ 14" O.C.

(2) #8 EA FACE CONT

(4) #8 CONT T&B

NOTE:

NOTE:

NOTE:

STRUCTURAL PLATE ARCH FOOTER NOTES:

C-4012 NTS

UPSTREAM CUT-OFF KEY

C-4012 NTS

STRUCTURAL PLATE ARCH FOR CULVERT EXTENSION

C

C-5015 NTS

TRANSITION SECTION

C-4012 NTS

CULVERT TRANSITION (STA 3+30 AND 3+53)

C-5015

C-5014

C-4012 NTS

FOOTER REINFORCEMENT DETAIL

C-4012 NTS

UPSTREAM CUT-OFF KEY

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(M

S E E N

O T E

(M

IN

(MIN)

2'-0"

(MIN)

2'-0"

27'-0"

1'-1" 1'-1"

3'-9"

1'-9" 1'-9"

3'-9"

7'-7" 7'-10" 7'-7"

6'-11" 6'-11"5'-8"

23'-0"

2'-0" 2'-0"

11 MICRO PILES EQUALLY SPACED

IN

(M

IN

S E E N

O T E

(M

IN

STA 2+73 TO 3+00 5FT LEFT (REVERSED)

STA 2+73 TO 3+00 5FT RIGHT

STA 3+30 TO 3+53 FT RIGHT

STA 3+30 TO 3+53 5FT LEFT

7. ALL BENDS AND HOOKS OF REINFORCEMENT SHALL BE PER ACI DETAILING MANUAL.

MICOPILE CASING SHALL EXTEND A MINIMUM OF 1 FOOT INTO BEDROCK.6.

BATTER PILES TOWARD CENTERLINE STATION 2+73 TO 3+00.

BATTERED PILE CULVERT EXTENSION SECTION:5.

TO 3+53 OFFSET 5 FT RIGHT.

STATION 3+30 TO 3+53 OFFSET 5 FT LEFT. BATTER PILES TOWARD CENTERLINE STATION 3+30

BATTERED PILE CULVERT REPLACEMENT SECTION: BATTER PILES AWAY FROM CENTERLINE 4.

BATTERED PILES SHALL CONTAIN NO. 10 BAR. VERTICAL PILES SHALL CONTAIN NO. 18 BAR.3.

BATTERED: 10 FEETVERTICAL: 21 FEET

CULVERT EXTENSION (STA 2+73 TO 3+00)

BATTERED: 10 FEETVERTICAL: 21 FEET

CULVERT REPLACEMENT (STA 3+30 TO 3+53)

2. GROUTED MICROPILE BOND LENGTH SHALL BE AS SHOWN BELOW:

0.498 IN.

1. 7" DIA API N-80 CASING IS TO HAVE AN OUTER DIAMETER OF 7 IN. AND A WALL THICKNESS OF

B C-5015

A C-5015

30°

30°

BEDROCK

FOOTER

CONCRETE

LENGTH

BOND

MICROPILE

GROUTED

NOTE 6

SEE

GRADE 75

#10 BAR

GROUT

BATTERED CASING

7" DIA API-N80

(VARIES)

CULVERT INVERT

STD 180° HOOK

CASING

7" DIA API-N80

GROUT

SEE NOTE 3

GRADE 75

BAR

GROUT

SEE NOTE 3

GRADE 75

BAR

SEE DETAILS 11 THIS SHEET

BATTERED MICROPILE (TYP.)

DETAILS 10 THIS SHEET

MICROPILE (TYP.) SEE

SHEET

SEE DETAILS 11 AND 12, THIS

BATTERED MICROPILE (TYP.)

DETAILS 10 THIS SHEET

MICROPILE (TYP.) SEE

FOOTER

CONCRETE

GROUT

BATTERED CASING

7" DIA API-N80

NOTE 6

SEE

GRADE 75

#10 BAR

LENGTH

BOND

MICROPILE

GROUTED

BEDROCK

VARIES)

(EL VARIES, SIDE

CULVERT INVERT

CASING

7" DIA API-N80

BEDROCK

FOOTER

CONCRETE

GROUT

NOTE 6

SEE

SEE NOTE 2

BOND LENGTH

GROUTED MICROPILE

GRADE 75

#18 BAR

VARIES)

(EL VARIES, SIDE

CULVERT INVERT

NOTE:

A

C-5015 NTS

IN SOIL

MICROPILE SECTION

C-4012 NTS

CULVERT EXTENSION MICROPILES (STA 2+73 TO 3+00)

C-4012 NTS

CULVERT REPLACEMENT MICROPILES (STA 3+30 TO 3+53)

C-5015 NTS

DETIAIL - VERTICAL MICROPILE 11

C-5015 NTS

DETAIL - BATTERED COMPRESSION MICROPILE

C-5015 NTS

DETAIL - BATTERED TENSION MICROPILE

B

C-5015 NTS

IN BEDROCK

MICROPILE SECTION

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A

C-1011 SCALE: 1" = 10'

SECTION - EMBANKMENT REPAIR

B

C-1011 SCALE: 1" = 10'

SECTION - EMBANKMENT REPAIR

C-4012

C-3017 NTS

DETAIL - ANCHOR TRENCH (TYP)

C-4012

C-3017 NTS

DETAIL - GEOTEXTILE WITH BEDDING

®of Engineers

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SCALE: 1"=10'

E M

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C-3017-B

940 940

0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 1+100+90 1+00

ASPHALT DRIVEWAY

EDGE OF EXISTING

GROUND

EXISTING

1.75

BACKFILL

STRUCTURE

STABILIZATION (R-5)

STREAMBANK

(WINGWALL)

NEW HEADWALL

BACKFILL

STRUCTURE

ROCK FILL (R-4)

EMBANKMENT

TO DETAIL 1, THIS SHEET)

ANCHOR TRENCH (SIMILAR

(SEE DETAIL 2, THIS SHEET)

LAYER (GT) WITH BEDDING

GEOTEXTILE SEPARATION

GROUND

EXISTING

SHEET

GT - SEE DETAIL 1, THIS

ANCHOR TRENCH FOR

1+30

0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 1+100+90 1+00

STA 12+10.4 (APPROX)

NORTH SPRING STREET BASELINE

1.75

BACKFILL

STRUCTURE

STABILIZATION (R-5)

STREAMBANK

(WINGWALL)

NEW HEADWALL

BACKFILL

STRUCTURE

ROCK FILL (R-4)

EMBANKMENT

GROUND

EXISTING

(SEE DETAIL 2, THIS SHEET)

LAYER (GT) WITH BEDDING

GEOTEXTILE SEPARATION

1+20

DETAIL 1, SHEET C-4012

CREST EL 980.5 - SEE

T/NEW EMBANKMENT

SAND BEDDING SHALL MEET THE REQUIREMENTS OF SPEC SECTION 31 00 00 SECTION 3.12.5.1.

NOTES:

GROUND

EXISTING

GRADE

FINISHED

(SEE DETAIL 2, THIS SHEET)

GEOTEXTILE WITH BEDDING

GRADE

6" BELOW

GEOTEXTILE

STOP

R-4 OR 2RC FILL

1'-0 MIN FOR 2RC

2'-0 MIN FOR R-42

GROUND

EXISTING

GEOTEXTILE

R-4 FILL

SEE NOTE 1.

SAND BEDDING.

15'-8" '-0

2' -0

3' -0

45°

(A P P R

O X

8' -4 /4

(MIN)

2'-0"

(M

IN

(M

IN

(M

IN

15'-8"

(APPROX)

5'-10 1/4 " (A P

P R

O X

/4

(M

IN

2'-0"

(A P

P R

O X

/2

(APPROX)

8'-4 3/4 "

1'-10"'

V A

R

IE

S

10'-0"

1'-6"

2'-0"

C O

V E

R

M

IN

C O

V E

R

M

IN

V A

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IE

S

3'-0"

COVER

2" MIN

COVER

2" MIN

L A

P S

P L

IC

E

M

IN

COVER (TYP)

3" MIN

S

C CULVERTL

OUT INV EL 947.18

OVERFLOW PIPE

PVC SEWER

EXISTING 21" DIA

INV OUT 947.71

RIM ELEV 957.37

OVERFLOW MANHOLE

EXISTING SEWER

C CULVERTL

EL 940.50

B/FOOTER

FORM WINGWALL AROUND PIPE

COMPRESSIBLE FILL MATERIAL.

BETWEEN PIPES WITH

OVERFLOW PIPE; FILL VOID

WRAP AROUND EXISTING SEWER

SPLIT 24" DIA PVC PIPE AND

RIM ELEV 957.37

OVERFLOW MANHOLE

EXISTING SEWER

OVERFLOW PIPE

PVC SEWER

EXISTING 21" DIA

THIS SHEET

AT 18" C/C - SEE DETAIL 2,

3/4" x 19" x 5" HOOK BOLTS

ON FRONT MAT ABOVE CULVERT ARCH

2 ADDITIONAL HORIZONTAL #6 BARS

OF CULVERT ARCH)

ON BACK FACE (TYP EACH SIDE

2 ADDITIONAL VERTICAL #7 BARS

EL 943.50

T/FOOTER

RIM ELEV 957.37

OVERFLOW MANHOLE

EXISTING SEWER

OVERFLOW PIPE

PVC SEWER

EXISTING 21" DIA

FORM WINGWALL AROUND PIPE

COMPRESSIBLE FILL MATERIAL.

BETWEEN PIPES WITH

OVERFLOW PIPE; FILL VOID

WRAP AROUND EXISTING SEWER

SPLIT 24" DIA PVC PIPE AND

SEE DETAIL 3, SHEET C-5019

AROUND PIPE PENETRATION,

FOR ADDITIONAL REINFORCING

NOTE:

EL 940.50

B/FOOTER

HOOK BOLT

3/4" x 19" x 5"

(OUTSIDE FACE)

CULVERT HEADWALL

OF CULVERT)

(DOWNSTREAM FACE

STRUCTURAL PLATE

EL 940.50

B/FOOTER

PLAN VIEW

FRONT ELEVATION

A C-5019

OF APPROXIMATELY 1/4 INCH

ROUGHENED TO A FULL AMPLITUDE

OF LAITANCE, AND INTENTIONALLY

CONCRETE SHALL BE CLEAN, FREE

BATTERED MICROPILE VERTICAL MICROPILE

THIS SHEET

SEE DETAIL 3,

#4 U-BAR

LEFT WINGWALL - FRONT ELEVATION

LEFT WINGWALL - REAR ELEVATION

8 - #6 (EQUALLY SPACED)

#7 AT 12" C/C

13 - #6 (EQUALLY SPACED)

#4 AT 18" C/C

#5 AT 18" C/C

#6 AT 12" C/C

8 - #5 (EQUALLY SPACED)

3 - #5 (EQUALLY SPACED)

BOTH ENDS

STD 90° HOOK

#6 @ 12" C/C

GRADE

FINISHED

GRADE

FINISHED

2 - #5

APPROXIMATELY 1/4 INCH

TO A FULL AMPLITUDE OF

INTENTIONALLY ROUGHENED

FREE OF LAITANCE, AND

CONCRETE SHALL BE CLEAN,

8 - #6 (EQUALLY SPACED)

#7 AT 12" C/C

13 - #6 (EQUALLY SPACED)

#4 AT 18" C/C

#5 AT 18" C/C

#6 AT 12" C/C

8 - #5 (EQUALLY SPACED)

3 - #5 (EQUALLY SPACED)

BOTH ENDS

STD 90° HOOK

#6 @ 12" C/C

GRADE

FINISHED

GRADE

FINISHED

2 - #5

APPROXIMATELY 1/4 INCH

TO A FULL AMPLITUDE OF

INTENTIONALLY ROUGHENED

FREE OF LAITANCE, AND

CONCRETE SHALL BE CLEAN,

ALL BENDS AND HOOKS OF REINFORCEMENT SHALL BE PER ACI DETAIL MANUAL.6.

SECTION 31 05 19 GEOTEXTILE.

THE STRUCTURE BACKFILL AND THE EMBANKMENT ROCK FILL. GEOTEXTILE FABRIC SHALL MEET THE REQUIREMENTS OF

EARTHWORK, SECTION 3.11.1.2 STRUCTURE BACKFILL. GEOTEXTILE FABRIC SHALL BE PLACED CONTINUOUSLY BETWEEN

WINGWALLS. STRUCTURE BACKFILL AND COMPACTION SHALL MEET THE REQUIREMENTS OF SECTION 31 00 00 FOR

AND THE PROFILE ON C-4012. THE STRUCTURE BACKFILL SHALL TERMINATE 2' BELOW THE TOP OF THE HEADWALL AND

5. THE STRUCTURE BACKFILL SHALL BE INSTALLED AS SHOWN ON DETAIL 1, SHEET C-5015, SECTIONS A AND B ON C-3017, COVER FOR REINFORCING SHALL BE AS SHOWN IN THE DETAILS.

4. ALL REINFORCING STEEL SHALL BE EPOXY COATED BARS, UNLESS OTHERWISE NOTED ON THE DETAIL. MINIMUM

CONTINUED A MINIMUM OF 1-FT BELOW FINISHED GROUND LINE.

3. ALL EXPOSED CONCRETE EDGES SHALL HAVE A 3/4" x 45° CHAMFER. CHAMFER ON VERTICAL EDGES SHALL BE

CONCRETE SHALL BE 5,000 PSI COMPRESSIVE STRENGTH CONCRETE.2.

CONCRETE.

CAST-IN-PLACE OR PRECAST. CONCRETE SHALL MEET THE REQUIREMENTS OF SECTION 03 30 00 CAST-IN-PLACE

AND WINGWALLS SHALL BE REINFORCED CONCRETE UNLESS OTHERWISE APPROVED. THE HEADWALL MAY BE EITHER

A HEADWALL WITH WINGWALLS SHALL BE INSTALLED AS AN END TREATMENT FOR THE ARCH CULVERT. THE HEADWALL 1.

NOTES:

B C-5018

B

C-5018 SCALE: 3/8" = 1'-0"

TYPICAL WALL SECTION

WALLS

TYP ALL

C-5018 SCALE: 3/4" = 1'-0"

DETAIL - STRUCTURAL PLATE ANCHORAGE

C-4012

C-1011 SCALE: 1/8" = 1'-0"

DETAIL - CULVERT HEADWALL

C-4012 SCALE: 3/8" = 1'-0"

DETAIL - PILE CAP / HEADWALL INTERFACE

C-4012 SCALE: 3/8" = 1'-0"

DETAIL - U-BAR

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SCALE: 1/8"=1'

4'0 2' 8'

SCALE: 3/8"=1'

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3 - #5

E Q S

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(TYP)

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(TYP)

1'-

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.1

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#6 A

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#7 V E

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12" C /C (U

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18" C /C (U

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#5 S

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C CULVERT

NOTE:

ABOUT CENTERLINE OF CULVERT

FOOTER REINFORCING SYMMETRICAL

#5 A

T 8" C /C

#7 A

T 2" C /C

LC CULVERT

NOTE:

ABOUT CENTERLINE OF CULVERT

FOOTER REINFORCING…