Attachment_3_-_Plans.pdf

G-0010 fi

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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SOLICITATION NO:

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CERTIFIED FINAL DOCUMENTS

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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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-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

G

CO

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)

2GEOTEXTILEGT

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

EQUALEQ

EACHEA

CONTRACTOR WORK LIMITSCWL

CUBIC YARDCY

CONCRETECONC

CENTER TO CENTERC/C

TYPICALTYP

MINIMUMMIN

MAXIMUMMAX

REQUIREDREQ’D

DRAWING(S)DWGS(S)

TOP OFT/

ELEVATIONEL

STATIONSTA

NOT TO SCALENTS

U.S. ARMY CORPS OF ENGINEERSUSACE

ABBREVIATIONS:

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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IS

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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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EXISTING CONDITIONS, SLOPE AREA FAILURE PLAN VIEW

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CERTIFIED FINAL DOCUMENTS

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DRAWINGSCONTRACT

NAMEFILE

NO.

ID

SHEET

TITLEDRAWING

GENERAL

AO38ab_100_G-0010 G-0010 SHEETCOVER

AO38ab_100_G-0011 G-0011 INDEX DRAWING REFERENCE ANDCONTRACT

AO38ab_100_G-1012 G-0012 VIEW PLAN CONDITIONSEXISTING

AO38ab_100_G-1013 G-0013 PLAN LIMITS WORKCONTRACTOR

SURVEY

AO38ab_204_V-1001 V-1001 PLAN CONTROLSURVEY

CIVIL

AO38ab_204_C-0010 C-0010 SEQUENCECONSTRUCTION

AO38ab_204_C-1011 C-1011 PLAN LAYOUTPROPOSED

AO38ab_204_C-4012 C-4012 SECTION AND PLAN LINING AND REPLACEMENTCULVERT

C-5013

AO38ab_204_C-5014 C-5014

AO38ab_204_C-5015 C-5015

C-5016

C-3017

AO38ab_204_C-5018 C-5018

CONTROL SEDIMENTATION ANDEROSION

AO38ab_886_X-1001 X-1001 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

AO38ab_204_C-5013

AO38ab_204_C-5016

AO38ab_204_C-3017

NOT IN USE

EMBANKMENT REPAIR SECTIONS

C-5019AO38ab_204_C-5019

C-5020AO38ab_204_C-5020

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 2

CULVERT REPAIR DETAILS - SHEET 2 OF 2

HEADWALL DETAILS - SHEET 1 OF 2

HEADWALL DETAILS - SHEET 2 OF 2

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AASHTO NO. 1 STONE

S

S

S

S

S

10+0

S

SEE NOTE 12

SEE NOTE 13

SEE NOTE 11

TREE

DEAD

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 10

SEE NOTE 6

BORING LOCATIONS/NUMBER

EXISTING VEGETATION LINE

HEADWALL

CONCRETE

EXISTING

TO BE REMOVED

NOTES:

TB-1

TB-2

TB-3

INFORMATION.

APPROXIMATELY 30 FT ALONG CULVERT. SEE SHEET C-4012 FOR ADDITIONAL

EXISTING STRUCTURAL PLATE ARCH CULVERT. STRUCTURAL PLATE EXTENDS13.

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

DOWNSTREAM CHANNEL AND SIDE SLOPES CONTAIN LARGE DEBRIS (ROCK, SEWER12.

COVERED WITH SILTY SAND.

AREA HAS BEEN SUBJECT TO EROSION OF FINES FROM HILLSIDE. AGGREGATE IS11.

MANHOLE 102 IS LOCATED WITHIN THE EXISTING STONE ARCH CULVERT.10.

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 STEEL 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.

DRAWING (PLATE 2A) FOR SCHEMATIC CROSS-SECTION OF REPAIR.

PLACED AS SHOWN AT THE TOE OF THE FAILURE SURFACE. SEE REFERENCE

TEMPORARY STABILIZATION PERFORMED IN SPRING 2017 ROCK BERM (PA DOT R-4)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

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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

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PUMP

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10987654

20.00004:1H4TSDBAC

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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

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EX. STEEL PLATE

10+0

CULVERT

STONE ARCH

S U L P

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F L O

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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

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GENERATOR

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STATION

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L E

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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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SCALE: 1"=20’

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SCALE: 1" = 40’

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LEGEND:

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DWELLING

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948A-F

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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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EDGE OF WATER SURFACE

FENCE LINE

C CENTER LINE

PROPERTY LINE

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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CERTIFIED FINAL DOCUMENTS

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DISPOSED OF PROPERLY FOLLOWING THE BMP INSTALLATION NOTES.

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

ONCE THE SITE HAS BEEN STABILIZED AND REACHED A UNIFORM 70% PERENNIAL VEGETATIVE COVER, THE COMPOST25.

SHALL BE DISPOSED OF OFF-SITE AT AN APPROVED FACILITY.

TREES, BRUSH, EXCESS SOIL AND CONSTRUCTION WASTE FROM THE CONSTRUCTION AND DEMOLITION ACTIVITIES24.

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

TEMPORARY STREAM CROSSING SHALL BE REMOVED AND RESTORED TO EXISTING CONDITIONS AS SHOWN. STONE23.

BANKS.

INSTALL TEMPORARY EROSION CONTROL BLANKETS ON ALL SLOPES GREATER THAN 3:1 AND ALONG THE STREAM22.

SEED, FERTILIZE, LIME, AND MULCH AREAS THAT HAVE BEEN DISTURBED BY THE CONSTRUCTION ACTIVITY.21.

INSTALL NEW CHAIN LINK SECURITY FENCE.20.

(IF AWARDED) REMOVE FLOW DIVERSION STRUCTURES FOR EXTENDED BANK ARMORING.19.

(IF AWARDED) INSTALL EXTENDED BANK ARMORING.18.

(IF AWARDED) INSTALL FLOW DIVERSION STRUCTURES FOR EXTENDED BANK ARMORING.17.

REMOVE TEMPORARY INLETS AND TEMPORARY SLOPE PIPES.16.

REMOVE DOWNSTREAM ROCK FILTER, PIPE FLUME AND TEMPORARY UPSTREAM SANDBAG DAM.15.

INSTALL REQUIRED BANK ARMORING.14.

STONE IN ERODED AREA ALONG LEFT BANK.

COMPLETE CONSTRUCTION USING NEW R-4 MATERIAL FROM APPROVED SOURCES. PLACE R-4 OR OTHER APPROVED

ZONES. RE-USE STORED R-4 FROM TEMPORARY STABILIZATION BERM AS APPROVED BY THE CONTRACTING OFFICER

DRAWINGS, INCLUDING SAND BEDDING LAYER, ANCHOR TRENCHES, AND EMBANKMENT CREST AND TRANSITION

INSTALL GEOTEXTILE FABRIC AND ROCK FILL EMBANKMENT TO THE LINES AND GRADES SHOWN ON CONTRACT13.

PHASING OF THIS WORK.

INSTALL CCCP LINER AND UPSTREAM CUT-OFF-KEY. ALTER POSITIONING OF PIPE FLUME AS REQUIRED FOR LATERAL 12.

INSTALL STRUCTURE BACKFILL AND GEOTEXTILE SEPARATION LAYER AT CULVERT REPLACEMENT.11.

FORM AND POUR CONCRETE HEADWALL END TREATMENT FOR ARCH CULVERT EXTENSION.10.

INSTALL STRUCTURAL PLATE OVER FOOTERS FOR CULVERT REPLACEMENT AND EXTENSION SECTIONS.9.

WINGWALLS.

INSTALL FOOTERS FOR CULVERT REPLACEMENT AND EXTENSION SECTIONS AND CONCRETE HEADWALL AND8.

STABILIZATION BERM AT CONTRACTOR LAYDOWN AREA FOR RE-USE.

STABILIZATION BERM. REMOVE EXISTING CONCRETE HEADWALL AND WINGWALL. STORE R-4 FROM TEMPORARY

AND AFTER EXCAVATION. REMOVE AND DISPOSE OF STEEL PLATE AND CONCRETE BLOCKS FROM TEMPORARY

WITH THE PERMANENT EMBANKMENT MATERIAL. INSTALL SHORING, SHEETING, AND BRACING AS NEEDED DURING

A SEQUENCE SUCH THAT NO MORE MATERIAL THAN NECESSARY IS REMOVED AT ANY TIME PRIOR TO BACKFILLING

MENT MATERIAL TO THE LINES AND GRADES SHOWN IN THE CONTRACT DOCUMENTS. PERFORM THIS EXCAVATION IN

EXCAVATE TEMPORARY STABILIZATION FEATURES, MATERIAL FROM THE FAILED STONE ARCH CULVERT, AND EMBANK-7.

INSTALL PIPE FLUME, TEMPORARY UPSTREAM SANDBAG DAM, AND DOWNSTREAM ROCK FILTER.6.

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

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

INSTALL TEMPORARY STREAM CROSSING, COMPOST FILTER SOCKS, PERFORM CLEARING AND GRUBBING; INSTALL5.

PERFORM A VIDEO SURVEY OF THE EXISTING CULVERT.4.

SPACE WORK PLAN.

MONITORING TO ENSURE WORKER SAFETY WITHIN EXISTING CULVERT IN ACCORDANCE WITH APPROVED CONFINED

PROVIDE CONFINED SPACE PERMITS PRIOR TO ANY WORK WITH THE EXISTING CULVERT STRUCTURE. INITIATE3.

TO THE SITE.

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

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 STATION2.

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

ANY MODIFICATIONS SHALL BE APPROVED BY THE CONTRACTING OFFICER.

ADHERING TO ALL DEFINED CONSTRUCTION RESTRICTIONS. IF THE CONTRACTOR ELECTS TO MODIFY THIS SEQUENCE, THE CONTRACTOR HAS THE ABILITY TO MODIFY THE SEQUENCE TO SUIT THEIR MEANS AND METHODS WHILE

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

EMBANKMENT REPAIRS:

PROPOSED SEQUENCE OF WORK � BLAIRSVILLE PERMANENT

5’

G

C U

LVER

T (S

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LP

H U R R

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SEE NOTE 7

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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F L O

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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

E X T E

N D

E D B

A N

K A

R M

O R

IN

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(I N S T

A L L I F O

P T

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IN

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R E Q

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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

SEE NOTE 8

INV EL 947.18

EXIST 21" PVC

SECTIONS, DETAILS AND NOTES

C-4012 THRU C-5015 FOR PLANS,

CULVERT REPAIRS - SEE SHEETS

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.

ENSURE ACCEPTABLE STABILITY.

EVENT, THE CONTRACTOR SHALL FLATTEN OR SHORE TEMPORARY SLOPES TO

DURING AND AFTER EXCAVATION. IN THE CASE OF AN IMPENDING HIGH WATER

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 INSURE THAT A SYSTEM IS IN PLACE

THE CONTRACTOR SHALL TAKE SPECIAL PRECAUTIONS WHEN WORKING WITHIN 9.

CONTRACTING OFFICER.

CONTRACTOR TO PLACE R-4 IN SURFACE EROSION GULLIES AS DIRECTED BY 8.

INSTALLATION OF NEW HEADWALL.

EXISTING TREE ADJACENT TO HEADWALL TO BE REMOVED PRIOR TO 7.

FOR ADDITIONAL LEGEND SYMBOLS, SEE SHEET G-1012. 6.

SECTION 01 18 00.

ALL UTILITIES SHALL BE CONFIRMED IN ACCORDANCE WITH SPECIFICATION

EXISTING UTILITIES LOCATIONS PROVIDED BY THE BOROUGH OF BLAIRSVILLE. 5.

DOWNSTREAM SHALL BE PERFORMED IF OPTION IS AWARDED.

DETAILS AND NOTES. ADDITIONAL ARMORING INSTALLATION TO 170 FEET

DOWNSTREAM OF THE NEW CULVERT HEADWALL. SEE SHEET C-5020 FOR

MINIMUM BANK ARMORING TO BE PERFORMED TO APPROXIMATELY 50 FEET 4.

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

SEE SHEET C-4012 FOR TYPICAL CROSS SECTION FOR BUTTRESS CONSTRUCTION 3.

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 2.

PRIOR TO BEGINNING WORK.

SHALL VERIFY EXISTING CONDITIONS AND PERFORM SURVEY AS NECESSARY

AREA. SEE REFERENCE DRAWINGS FOR DESIGN SECTIONS. THE CONTRACTOR

EXISTING PAVEMENT HAS BEEN REMOVED ALONG NORTH SPRING STREET IN THIS

INSTALLATION OF TEMPORARY STABILIZATION MEASURES DURING SPRING 2017.

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

DWELLING

FRAME

DWELLING

FRAME

DWELLING

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DWELLING

FRAME

DWELLING

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GENERATOR

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20’ 40’

SCALE: 1"=20’

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2’ (MIN)

20’

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

70’ (APPROX)

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

70’ (APPROX)

EL 947.72

TOP FOOTER

SS

SEE DETAIL 1, SHEET C-5018

NEW CONCRETE HEADWALL

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

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C-4012

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G

P L

A N A

N D S

E C

T

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0 10’ 20’

SCALE: 1"=10’

B

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A T

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AND REPLACEMENT

FOR CULVERT REPAIRS

LIMITS OF EXCAVATION

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+91.09

CULVERT HEADWALL

FACE OF NEW

INFORMATION

SHEET, FOR ADDITIONAL

EL 980.5 - SEE DETAIL 1, THIS

NEW EMBANKMENT CREST AT

GT

EXTENTS

SHEET C-1011 FOR

STABILIZATION - SEE

R-5 STREAMBANK

(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

KEY - SEE DETAIL 6, SHEET C-5015

APPROXIMATE LOCATION OF UPSTREAM CUT-OFF

3+00 4+00

N

ENCASED IN CONCRETE

EXISTING 21" SANITARY SEWER

LC

C

U L

V E

R T S

E E N

O T

E

SCALE: 1" - 10’

PLAN - CULVERT LINING AND REPLACEMENT

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.

NOTES:

FAILURE SURFACE

BEYOND EXISTING EMBANKMENT

EXISTING STONE ARCH CULVERT

SCALE: 1" = 10’

PROFILE - CULVERT LINING AND REPLACEMENT AND EMBANKMENT REPAIR

GROUND

EXISTING

TO REMAIN IN PLACE

EXISTING STRUCTURAL PLATE ARCH

LOCATION APPROXIMATE

SEE DETAILS C-5015

NEW CONCRETE FOOTERS

LOCATION APPROXIMATE

SEE DETAILS C-5015

NEW CONCRETE FOOTERS

NOTES:

PIPES ENTERING THE SYSTEM SHALL BE COVERED TO PREVENT LINING.

THE REQUIREMENTS OF 33 01 30.72. EXISTING SANITARY MANHOLES AND

FLOWABLE MORTAR. CCCP LINER AND FLOWABLE MORTAR SHALL MEET

LOCATED NEAR STA 4+20. FLOWLINE SHALL BE LINED WITH 4" - 6" OF A

FROM NEW HEADWALL TO TRANSITION OF STONE TO BRICK ARCH CULVERT

2. CULVERT SHALL BE LINED WITH CCCP LINER OR OTHER APPROVED MATERIAL

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

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

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

T/EL 947.74

MH-101

EL 947.72

TOP FOOTER

NEW CCCP LINER

EL 943.50

T/ HEADWALL FOOTER

SEE DETAIL 2, SHEET C-5014

CULVERT REPLACEMENT -

20’ (APPROX)

SEE DETAIL 4, SHEET C-5015

CULVERT EXTENSION -

30’ (APPROX)

SEE DETAIL 2, SHEET C-5014

CULVERT REPLACEMENT -

20’ (APPROX)

SEE DETAIL 4, SHEET C-5015

CULVERT EXTENSION -

30’ (APPROX)

SEE DETAIL 3, SHEET C-5014

EXISTING STRUCTURAL PLATE ARCH -

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

3’-8" –

2" 5"

1’-0" 1’-0"

10’-0"

9’-8"

1’-0"

2" 3"

D E

P T

H U

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N O

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D E

P T

H U

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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

EXISTING STRUCTURAL PLATE, CONCRETE, AND FLOWLINE SHALL BE LINED AS INDICATED ON DETAIL 3 ON C-5014.3.

EXISTING MANHOLE SHALL BE PROTECTED TO AVOID LINING TO PREVENT ACCESS ISSUES WITH MANHOLE.2

EXISTING CONCRETE HEADWALL TO BE REMOVED TO ACCOMMODATE ARCH CULVERT EXTENSION.1.

NOTES:

FLOOR

CULVERT

EXISTING

SEWER MANHOLE

EXISTING SANITARY

C CULVERTL

PLATE

STRUCTURAL

EXISTING

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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– 3’-8"

– 3’-8"

L (PADOT CLASS 4 TYPE A)

GEOTEXTILE SEPARATION LAYER

DESCRIBED IN SPECIFICATIONS

PREPARE SURFACE AS

EXISTING CULVERT FLOOR,

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

CCCP

4"-6" INVERT REPAIR MORTAR

SHEET C-5015

SIDE) - SEE DETAIL 5,

FOOTER (TYP EACH

NEW CONCRETE

BACKFILL

STRUCTURE

MIN. 2’ THICK

C CULVERTL

ENCASEMENT

WITH CONCRETE

SANITARY SEWER

EXISTING 21"

FLOOR

CULVERT

EXISTING

AS NEEDED

REMOVE DEBRIS

CULVERT

STONE ARCH

EXISTING

CCCP

4"-6" INVERT REPAIR MORTAR

FLOOR

CULVERT

EXISTING

SEWER MANHOLE

EXISTING SANITARY

C CULVERTL

CCCP

4"-6" INVERT REPAIR MORTAR

MANHOLES WITH CCCP LINER

DO NOT LINE EXISTING

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

RECOMMENDATIONS UNLESS OTHERWISE NOTED. CONTRACTOR MAY SUBMIT ALTERNATIVES TO THE STRUCTURAL PLATE FOR APPROVAL.

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

05 19 GEOTEXTILE.

CONTINUOUSLY BETWEEN THE STRUCTURE BACKFILL AND THE EMBANKMENT ROCK FILL. GEOTEXTILE FABRIC SHALL MEET THE REQUIREMENTS OF 31

SHALL MEET THE REQUIREMENTS OF 31 00 00 FOR EARTHWORK, SECTION 3.11.1.2 STRUCTURE BACKFILL. GEOTEXTILE FABRIC SHALL BE PLACED

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

NOTES:

NOTES:

30.72.

MORTAR MEETING THE REQUIREMENTS OF SECTION 33 01

BOTTOMLESS ARCH CULVERT WITH 4"-6" OF A FLOWABLE

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

STRUCTURAL PLATE ARCH FOR CULVERT REPLACEMENT

C-4012 NTS

CCCP LINER FOR EXISTING STONE ARCH CULVERT LINING

C-4012 NTS

CCCP LINER FOR EX. STRUCTURAL PLATE ARCH

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4"

24"

(M

IN

(MIN)

12"

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 CCCP

4"-6" INVERT REPAIR MORTAR

THIS SHEET

SIDE) - SEE DETAIL 5,

FOOTER (TYP EACH

NEW CONCRETE

BACKFILL

MIN. 2’ THICK STRUCTURE

MORTAR

4" - 6" FLOWABLE

OR TO BEDROCK

DEPTH = 18" (MIN)

FLOOR

CULVERT

EXISTING

FLOW

SULPHUR RUN

R = 6’

CULVERT REPLACEMENT

STRUCTURAL PLATE ARCH AT

R = 5’

AND STONE ARCH CULVERT

EX. STRUCTURAL PLATE ARCH

GROUT

NON-SHRINK

18" C/C

6" SHEAR PINS

CULVERT REPLACEMENT

STRUCTURAL PLATE ARCH AT

GROUT

NON-SHRINK

SHEAR PINS

AND STONE ARCH CULVERT

EX. STRUCTURAL PLATE ARCH

BRACING/FORMS

TEMPORARY

18"

OVERLAP EXISTING ARCHES MIN.

CULVERT REPLACEMENT SHALL

STRUCTURAL PLATE ARCH AT

KEYWAYGROUT

FLOOR

CULVERT

EXISTING

FOOTING

REINFORCED CONCRETE

PLATE

STRUCTURAL

DIMENSIONS ACCORDINGLY.

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

SLOT (SEE FOOTER DETAIL, THIS SHEET). GROUT SHALL MEET THE REQUIREMENTS OF 31 73 00.

THE CONNECTION OF THE STRUCTURAL PLATE TO THE FOOTING SHALL BE MADE BY A GROUTED KEYWAY/5.

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,4.

MINIMUM THICKNESS OF FOOTERS SHALL BE 18 INCHES UNLESS OTHERWISE APPROVED.3.

BRIDGES.

FOOTERS SHALL BE MEET THE REQUIREMENTS OF THE AASHTO STANDARD SPECIFICATION FOR HIGHWAY2.

CAST-IN-PLACE CONCRETE.

THE FOOTERS SHALL BE CAST-IN-PLACE OR PRECAST CONCRETE MEETING THE REQUIREMENTS OF 03 30 001.

STRUCTURAL PLATE ARCH FOOTER NOTES:

C-4012 NTS

UPSTREAM CUT-OFF KEY

C-4012 NTS

STRUCTURAL PLATE ARCH FOR CULVERT EXTENSION

C-4012 NTS

CULVERT TRANSITION

C-5015

C-5014

C-4012 NTS

FOOTER DETAIL

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C-5015

S H

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2’-0"

(M

IN

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

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SCALE: 1"=10’

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C-3017

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

EDGE OF STREAM

STABILIZATION (R-5)

STREAMBANK

(WINGWALL)

NEW HEADWALL

BACKFILL

STRUCTURE

ROCK FILL (R-4)

EMBANKMENT

INSTALLATION

FOR NEW HEADWALL

LIMITS OF EXCAVATION

TO DETAIL 1, THIS SHEET)

ANCHOR TRENCH (SIMILAR

(SEE DETAIL 2, THIS SHEET)

LAYER (GT) WITH BEDDING

GEOTEXTILE SEPARATION

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

INSTALLATION

FOR NEW HEADWALL

LIMITS OF EXCAVATION BACKFILL

STRUCTURE

EDGE OF STREAM

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 31 00 00 SECTION 3.12.5.1.

NOTES:

GROUND

EXISTING

1’ MIN FOR 2RC

2’ MIN FOR R-4

GRADE

FINISHED

(SEE DETAIL 2, THIS SHEET)

GEOTEXTILE WITH BEDDING

GRADE

6" BELOW

GEOTEXTILE

STOP

R-4 OR 2RC FILL

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 "

10’-0"

1’-6"

2’-0"

C O

V E

R

M

IN

C O

V E

R

M

IN

V A

R

IE

S

3’-0"

COVER

2" MIN

COVER

2" MIN

L A

P S

P L

IC

E

M

IN

COVER (TYP UN)

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 943.50

T/FOOTER

THIS SHEET

AT 18" C/C - SEE DETAIL 2,

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

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

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:

HOOK BOLT

3/4" x 19" x 5"

(OUTSIDE FACE)

CULVERT HEADWALL

(INSIDE FACE OF CULVERT)

STRUCTURAL PLATE

EL 943.50

T/FOOTER

PLAN VIEW

FRONT ELEVATION

A C-5019

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,

05 19 GEOTEXTILE.

STRUCTURE BACKFILL AND THE EMBANKMENT ROCK FILL. GEOTEXTILE FABRIC SHALL MEET THE REQUIREMENTS OF 31

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

WINGWALLS. STRUCTURE BACKFILL AND COMPACTION SHALL MEET THE REQUIREMENTS OF 31 00 00 FOR EARTHWORK, 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 3 INCHES, UNLESS OTHERWISE NOTED.

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.

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

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

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CERTIFIED FINAL DOCUMENTS

W

W N -1

-B -8

C-5018

C R

A T

T Y /B

B A

K E

R

H E

A D

W A

L L D

E T

A

IL

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0 8’4’ 16’

SCALE: 1/8"=1’

4’0 2’ 8’

SCALE: 3/8"=1’

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A N

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2’0 1’ 4’

SCALE: 3/4"=1’

S H

E E

T O

Q S

P A

C E

D

8 - #5

E Q S

P A

C E

D

E Q S

P A

C E

D

3 - #5

E Q S

P A

C E

D

(TYP)

2"

CLR

(TYP)

1’-

0"

.1

L

#6 A

T 2" C /C

#7 V E

R T

IC

A L B

A R

S A

T

12" C /C (U

P F

R O

M B

O T

T O

M

18" C /C (U

P F

R O

M B

O T

T O

M

#5 S

LA

N T

E D B

A R

S A

T

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 SYMMETRICAL

WALL (TYP)

HORIZONTAL REBAR FOR

SIZE TO MATCH TYPICAL

ADDED HORIZONTAL REBAR

REBAR FOR WALL (TYP)

TO MATCH TYPICAL VERTICAL

ADDED VERTICAL REBAR SIZE

SHOWN FOR CLARITY (TYP)

INTERRUPTED BARS NOT

BACK FACE: 4’-2"

EXPOSED FACE: 2’-5"

FOLLOWS:

OUTERMOST BAR IS AS

EXTENSION BEYOND THE

THE DIMENSION OF THE

BACK FACE: 4’-2"

EXPOSED FACE: 2’-5"

AS FOLLOWS:

DIMENSIONS SHOULD BE

OUTERMOST BAR. HOOK

EXTENDING BEYOND THE

REQUIREMENTS FOR

MEET THE DIMENSION

HOOK BARS THAT CANNOT

OVERFLOW PIPE

PVC SEWER

EXISTING 21" DIA

B C-5019

1. WORK THIS DRAWING WITH SHEET C-5018.

NOTE:

A

C-5018 SCALE: 3/8" = 1’-0"

SECTION - FOOTER REINFORCING - TOP LAYER A

C-5018 SCALE: 3/8" = 1’-0"

SECTION - FOOTER REINFORCING - BOTTOM LAYER

C-5018 SCALE: 3/8" = 1’-0"

DETAIL - WINGWALL REINFORCING AT PIPE PENETRATION

B

C-5019 SCALE: 3/8" = 1’-0"

SECTION - WINGWALL REINFORCING AT PIPE PENETRATION

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C R

A T

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B A

K E

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H E

A D

W A

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4’0 2’ 8’

SCALE: 3/8"=1’

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C-5019

(T

P

(M

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4’-6"

12’ (MIN)

(T Y

P

(M

IN

9’-0"

12’ (MIN)

4’-9 1/4 "

3’-9 1/4 "

1 1/2 "

4’-0 1/4 "

FRAME

GALVANIZED ANGLE

1 3/4" X 1 3/4" X 1/4"

3’-0"

/2

SEE NOTE 6

(2) "U" SHAPE #3 BARSWIRE MESH RING

6" X 6" 8/8 GAUGE WELDED

ON EACH WALL

KNOCKOUTS

24" SQUARE

3’-9 1/4 "6" 6"

4’-9 1/4 "

V A

R

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V A

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EXISTING GROUND

N O

T E

S E

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GEOTEXTILE

(SEE NOTE)

SLOPE VARIES

R-5 STONE PROTECTION

LIMITS OF EXCAVATION

NOTE:

SURFACE

WATER

LOW FLOW

LIMITS OF EXCAVATION

1.75 (MAX)

1.75 (MAX)

(TYP.)

EMBEDMENT

GEOTEXTILE

6" MIN.

THAN 1.75H:1V. FINAL DIMENSIONS SHALL BE DETERMINED IN THE FIELD.

FEET. SLOPES VARY TO CONFORM TO EXISTING GROUND, BUT SHALL BE NO STEEPER

STABILIZATION VARY, BUT SHALL EXTEND TO THE TOP OF THE BANK OR NO LESS THAN 4

DIMENSIONS OF BANK STABILIZATION SHOWN ARE APPROXIMATE. DIMENSIONS OF BANK

N O

T E

S E

E

NOTE:

GEOTEXTILE

(SEE NOTE)

SLOPE VARIES

R-5 STONE PROTECTION

SURFACE

WATER

LOW FLOW

LIMITS OF EXCAVATION

1.75 (MAX)

1GROUND

EXISTING

LIMITS OF EXCAVATION

1.75 (MAX)

(TYP.)

EMBEDMENT

GEOTEXTILE

6" MIN.

THAN 1.75H:1V. FINAL DIMENSIONS SHALL BE DETERMINED IN THE FIELD.

FEET. SLOPES VARY TO CONFORM TO EXISTING GROUND, BUT SHALL BE NO STEEPER

STABILIZATION VARY, BUT SHALL EXTEND TO THE TOP OF THE BANK OR NO LESS THAN 4

DIMENSIONS OF BANK STABILIZATION SHOWN ARE APPROXIMATE. DIMENSIONS OF BANK

1 1/2 "

4 1/2 "

SEE RC-45M SHEET 8 FOR STRUCTURAL STEEL BICYCLE SAFE GRATE.6.

SEE RC-45M SHEET 2 FOR REINFORCING DETAILS5.

ALL TOLERANCES SHALL BE +/- 1/4" UNLESS NOTED.4.

ALL OUTSIDE CORNERS TO HAVE A 1/2" X 1/2" CHAMFER3.

ALL REINFORCEMENT TO HAVE A MINIMUM 1 1/2" CONCRETE COVER.2.

PRECAST CONCRETE TO HAVE A COMPRESSIVE STRENGTH OF 4000 PSI WITHIN 28 DAYS.1.

WALL B AND D = 24" SQ.

WALL A AND C = 26" X 36"

SECTION 01 57 23.00 08 STORM WATER POLLUTION CONTROL.

THE INLETS AND GRATES SHALL MEET THE REQUIREMENTS OF SPECIFICATIONS2.

28 DAYS.

PRECAST CONCRETE TO HAVE A COMPRESSIVE STRENGTH OF 4000 PSI WITHIN1.

X-1001 NTS

TYPICAL SECTION - TYPE M INLET

NOTE:

TYPE M TOP

KNOCK OUT SIZES

A

B

C

D

TOP VIEW

SECTION VIEW

C-1011 NTS

TYPICAL SECTION - REQUIRED MINIMUM BANK ARMORING

C-1011 NTS

TYPICAL SECTION - EXTENDED BANK ARMORING

NOTE:

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C-5020

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0 10’ 20’

SCALE: 1"=10’

A

M A

R K

U M /C

M A

R T

IN

B

B A

K E

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C R

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IN

16" DIA (MIN)

10’-0" MAXIMUM

LINE POSTS TO BE EQUALLY SPACED

10’-0" MAXIMUM

10" DIA (MIN)

10’-0" (MAX) 10’-0" (MAX)

(T

Y P

F A

B R

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ID

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C-5021

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CERTIFIED FINAL DOCUMENTS

W

W N -1

-B -8

FABRIC WIDTH 72" OR LESS

USE AND SECTION

FABRIC WIDTH 108" AND OVERFABRIC WIDTH 84" TO 96"

MINIMUM OUTSIDE DIMENSIONS (NORMAL)

STEEL POST SCHEDULE

LINE POST

BRACE RAIL

CONCRETE BASE

OR PULL POST

CORNER, END

LINE POST

TIE WIRES OR CLIPS (TYP)

(3/8" MIN DIA)

TRUSS ROD

TENSION WIRE

HOG RINGS (TYP)

TIE WIRES OR

GRADE HOG RINGS (TYP)

OF FABRIC

BOTTOM

(9 GAGE, 2" MESH)

CHAIN-LINK FABRIC

OF FABRIC)

TOP AND BOTTOM

AND WITHIN 4" FROM

WIRE (15" O.C. MAX

9 GAGE STEEL TIE

ROUND POST

TENSION WIRE

TENSION BAND DETAIL

FABRIC

WIRES (2’-0" O.C. MAX)

9 GAGE STEEL TIE

NTS

TOP OR BRACE RAIL ATTACHMENT

BRACE RAIL

TRUSS ROD

PULL POST

BRACE RAIL

TRUSS ROD

POST

LINE

WIRE

TENSION

POST

LINE

WIRE

TENSION

NTS

BRACE PANEL DETAIL

STRAIGHT RUNS EXCEED 500 FEET

PROVIDE BRACE PANEL WHENEVER

NOTE:

CONCRETE BASE

(3/8" MIN DIA)

TRUSS ROD

TRUSS ROD AND BAND

BAND

TENSION

(3/8" MIN DIA)

TRUSS ROD

ROUND POST

BRACE RAIL CLAMP DETAIL

BOTTOM OF FABRIC)

4" FROM TOP AND

O.C. MAX AND WITHIN

TENSION BAND (15"

FABRIC LINK

ENGAGE EACH

TENSION BAR TO

FABRIC

TENSION BAR

CARRIAGE BOLT

END OR GATE POST DETAIL

NTS

FASTENING DETAILS

TOP RAIL

RAIL

BRACE

NTS

LINE POST ATTACHMENT

NTS

CHAIN LINK SECURITY FENCE TYPE FE-5-TBR-96 DETAIL

FABRIC WIDTH96:

FENCE WITH TOP RAIL AND TENSION WIRE AT BOTTOMTBR:

CHAIN-LINK FENCE WITHOUT BARBED-WIRE APRONFE-5:

FENCE LEGEND:

TUBULAR - ROUND

CORNER, END & PULL POSTS

TUBULAR - ROUND

LINE POSTS

TUBULAR - ROUND

TOP, BOTTOM, & BRACE RAILS

2.375" O.D. 2.875" O.D. 4.00" O.D.

1.90" O.D. 2.375" O.D. 2.875" O.D.

1.66" O.D.

CONTRACTOR SHALL RE-INSTALL GATE SECTION TO WORKING CONDITIONS.

5. BOROUGH OF BLAIRSVILLE TO PROVIDE EXISTING ENTRANCE GATE SECTION.

4. CONCRETE SHALL BE 4,000 PSI COMPRESSIVE STRENGTH CONCRETE.

IS COMPLETELY FILLED WITH CONCRETE UP TO THE TOP OF THE FOUNDATION.

3. C-SECTION POSTS SHALL BE INSTALLED SO THAT THE VOID INSIDE THE POST

PLACED ON THE SIDE OPPOSITE THE SECURE AREA.

SECURE SIDE OF THE FENCE ALIGNMENT. CHAIN-LINK FABRIC SHALL BE

2. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED ON THE

THAT COMPLY WITH THE SPECIFICATIONS.

TO LIMIT OTHER TYPES OF FENCE SECTIONS AND METHODS OF INSTALLATION

1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT INTENDED

C U

LVER

T (S

U

LP

H U R R

U N

SLOPE PIPE

18" TEMPORARY

SEE DETAIL 3, SHEET C-5020

TEMPORARY INLET 4’ DEEP

S

S

S

S

S

10+0

CFS-12

S

S

S

S

CO

S

S

SCALE: 1" - 20’

PLAN - EROSION AND SEDIMENT CONTROL MEASURES

CFS-12

CFS-18

CFS-24

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

LAYDOWN AREA

CONTRACTOR

EXISTING

ACCESS ROAD

TEMPORARY

EXISTING

ZONE A - 100 YEAR FLOOD PLAIN BOUNDARY

ZONE A - 100 YEAR

FLOODPLAIN BOUNDARY

X-5002

TEMPORARY STREAM CROSSING

12" DIAMETER COMPOST FILTER SOCK

18" DIAMETER COMPOST FILTER SOCK

24" DIAMETER COMPOST FILTER SOCK

LIMITS OF DISTURBANCE

APPROXIMATE STREAM LIMIT, WIDTH

X-5004

TEMPORARY SANDBAG DAM

X-5004

PIPE FLUME

X-5004

ROCK FILTER

FENCE

X-5003

COMPOST FILTER SOCK (TYP)

SE…