Revision_to_Plans_dated_06_September_2017.pdf

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)

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

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:

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

S

M

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S E

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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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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-C G-0011-C

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-C C-5015-C

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

CULVERT TRANSITION - STA 3+00 3

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