HC_Conduit_Plans.pdf

PDF 19 MB Posted Jun 30, 2016

Attached to: Harlan County Dam Irrigation Conduit Repair
Solicitation number: W912DQ-16-B-1006
Issued by: Department of the Army Corps of Engineers Engineering District Kansas City

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HC Conduit Plans

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File	Type	Posted
Amendment_0001.pdf	PDF	Jul 27, 2016
HC_Conduit_Specs.pdf	PDF	Jun 30, 2016
HC_Conduit_Specs.pdf	PDF	Jun 29, 2016
W912DQ-16-B-1006.pdf	PDF	Jun 29, 2016

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Building Strong

Contract #

I FB #

of Engineers

US Army Corps

FY 2016

REPUBLICAN RIVER, NEBRASKA

HARLAN COUNTY LAKE

Kansas City District

AND REPLACEMENT

IRRIGATION CONDUIT REPAIR

HARLAN COUNTY DAM

JUNE 2016

W912DQ-16-B-1006

AS ADVERTISED

P2 399379

K:\MissionProjects\civ\harlan\TainterGateRehab\Irrigation Conduit\6.0 Engineering & Design\6.1 Drawings\CAD_BIM\_Sheets\HC_G-002.dgn

US Army Corps of Engineers

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Kansas City District

J U

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SHEET NO. TITLE CADD FILE NO.

GENERAL

CIVIL

G-001

G-002

G-003

COVER SHEET

ABBREVIATIONS

VICINITY AND LOCATION MAP

G-004

V-100

G-005

SHEET INDEX

G-001.DGN

G-002.DGN

G-003.DGN

G-004.DGN

G-005.DGN

SHEET NO. TITLE CADD FILE NO.

STRUCTURAL

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LEGEND

SURVEY CONTROL

V-101 FRANKLIN CANAL OUTLET WORKS - EXISTING CONDITIONS

V-102 NAPONEE CANAL OUTLET WORKS - EXISTING CONDITIONS

V-101.DGN

V-102.DGN

V-100.DGN

C-100 CONSTRUCTION/PROJECT LIMITS C-100.DGN

CD101 FRANKLIN CANAL OUTLET WORKS - DEMOLITION PLAN CD101.DGN

CD102 NAPONEE CANAL OUTLET WORKS - DEMOLITION PLAN CD102.DGN

CS101 CS101.DGN

CS102 CS102.DGN

RS503

RS502

REFERENCE DRAWINGS - FOR INFORMATION ONLY

FILE NO.

RS501

FILE NO.

B-3-467 RS501.DGN

B-3-469 RS502.DGN

B-3-468 RS503.DGN

RS504 B-3-470 RS504.DGN

NAPONEE CANAL OUTLET WORKS - SITE PLAN AND PROFILE

SE501 STRUCTURAL DETAILS SE501.DGN

CS501 CS501.DGNMISCELLANEOUS DETAILS

RS507

RS506

RS505 B-3-1013 RS505.DGN

B-3-190 RS506.DGN

B-3-721 RS507.DGN

RS508 B-3-749 RS508.DGN

RS509 RS509.DGNN/A

FRANKLIN CANAL OUTLET WORKS PLAN AND PROFILE

FRANKLIN CANAL OUTLET WORKS ANCHORS AND ACCESS PITS

NAPONEE CANAL OUTLET WORKS PLAN AND PROFILE

NAPONEE CANAL OUTLET WORKS ANCHORS AND ACCESS PITS

FRANKLIN CANAL AND NAPONEE CANAL OUTLET WORKS CONDUIT DETAILS

EMBANKMENT RIGHT BANK FIRST STAGE FOUNDATION EXPLORATIONS AND BORROW AREA SOIL DATA

EMBANKMENT CROSS SECTIONS RIGHT BANK

CONCRETE DAM STILLING BASIN TRAINING WALL SECTIONS

PIPE SIPHON WITH TURNOUT PLAN, PROFILE, AND CONCRETE PIPE DETAIL

FRANKLIN CANAL OUTLET WORKS - SITE PLAN

K:\MissionProjects\civ\harlan\TainterGateRehab\Irrigation Conduit\6.0 Engineering & Design\6.1 Drawings\CAD_BIM\_Sheets\HC_G-003.dgn of Engineers

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C h e c k e d b y

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Kansas City District

J U

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BTUH

BTU

BRKT

BRG

BRDG

BRCG

BOT

BOS

BOF

BOC

BLKG

BLK

BLDG. DIR

BLDG

BIT

BDY

BATT

B.M.

B & B

GYPSUM

GLAZED WALL TILE

GYPSUM WALLBOARD

GAS VALVE

GRAVEL

GRATING

GROUND

GRADE

GALLONS PER MINUTES

GOVERNMENT

GLASS

GALVANIZED IRON

GENERAL

GARBAGE DISPOSER

GALVANIZED

GALLON

GAUGE

GATE VALVE

GROUND CLEANOUT

GAS

GYP

GWT

GWB

GRVL

GRTG

GRND

GPM

GOVT.

GEN

GALV

GAL

G.V.

G.C.O.

INDUSTRIAL SEWER

INFRA-RED HEATER

INVERT

INTERIOR

INSULATION

INCH

SHORT CIRCUIT RATING

INTERRUPTING ELECTRICAL

ILLUMINATING ENG. SOCIETY

INVERT ELEVATION

INTERCOM

INTERNATIONAL BUILDING CODE

IN ACCORDANCE WITH

IRON PIPE

INSIDE DIAMETER

IRON

LTG

LT. WT.

LPS

LONG

LNTL

LNDG

LLV

LLH

LIS

LIN

LEED

LDG

LBS

LBR

LAV

LAU

CNTR

CMU

CMT

CMP

CLOS

CLO

CLKG

CLG

CLF

CKT BKR

CKT

CKD

CIR

CFM

CEM

CAP

CAB

C.O.R

C.O.E

C.I.

C. or CND

C&G

C TO C

{ or CL

CLEANOUT

COUNTER

CONCRETE MASONRY UNITS

CERAMIC MOSAIC TILE

CORRUGATED METAL PIPE

CLOSED

COLUMN

CAULKING

CEILING

CHAIN LINK FENCE

CIRCUIT BREAKER

CIRCUIT

CHECKED

CONSTRUCTION JOINT

CIRCULAR

CURB INLET

CORNER GUARD

CUBIC FEET PER MINUTE

CEMENT

COVER ELEVATION

CATCH BASIN

CAPACITY

CABINET

REPRESENTATIVE

CONTRACTING OFFICER

CORPS OF ENGINEERS

CAST IRON

CONDUIT (for raceway)

CURB & GUTTER

CENTER TO CENTER

CENTER LINE

CYLINDER

CHILLED WATER SUPPLY

CHILLED WATER REVERSE RETURN

CHILLED WATER RETURN

COLD WATER

CEILING VENT

CABINET UNIT HEATER

CUBIC YARDS

CONDENSING UNIT

CERAMIC TILE UNGLAZED

CONTROL

CENTER

CIRCUIT

COMBINATION SEWER OUTFLOW

COUNTERSUNK

COURSE

CARRIAGE

CORROSIVE RESISTANT STEEL

CYCLES PER SECOND

CEMENT PLASTER

COVERED

CORRIDOR

CORNER

CONTINUOUS

CONSTRUCTION

CONCRETE

COMPOSITION FLOORING

COMPRESSIBLE

COMMUNICATIONS

COMBUSTION

COMBINATION

COMMON

COLUMN

CYL

CWS

CWRR

CWR

CUH

CU YD

CTU

CTRL

CTR

CSO

CSK

CRS

CRG

CRES

CPS or

CPL

COV

CORR

COR

CONT.

CONSTR

CONC

COMPF

COMP

COMM

COMB.

COMB

COM

COL

DWLS

DWG

DWD

DTL

DPST

DOM

DOIM

DIST

DIM

DIAPH

DIAG

DIA or ~

DHWS

DHWR

DEPT

DEPR

DEG

DCW

DCL

DCJT

DBL

D.I.

D.C.J.

D&M

D d

DOWELS

DRAWING

DRINKING WATER DISPENSER

DETAIL

DOWN SPOUT

DRAIN

DOUBLE POLE SINGLE THROW

DAMPPROOFING

DOOR OPERATOR MOTOR

MANAGEMENT

DIVISION OF INFORMATION

DOOR OPENING

DOWN

DISTRIBUTION

DIMENSION

DIAPHRAGM

DIAGONAL

DIAMETER

DOWELS

DOMESTIC HOT WATER SUPPLY

DOMESTIC HOT WATER RETURN

DOUBLE HUNG

DRINKING FOUNTAIN

DEPARTMENT

DEPRESSION

DEGREE

DOMESTIC COLD WATER

DOOR CLOSER

DUMMY CONTROL JOINT

DIRECT CURRENT

DOUBLE

DRY BULB

DOUBLE ACTING

DUCTILE IRON

DOWELED CONTROL JOINT

DRESSED & MATCHED

DATUM OR DRYER

PENNY (as in nail-10d)

EOC

ENT

ENG.

ENCL

ELEC

E.W.C.

EDGE OF PAVEMENT

EDGE OF CURB

ENTRANCE

ENGINEERING

ENCLOSURE

ELEVATION (GRADE or BLDG)

ELECTRICAL OR ELECTRIC

EMERGENCY

EACH FACE

EACH

ELECTRIC WATER COOLER

EXT

EXPN

EXP

EXIST

EXC

EST

EQUIP

EXTERIOR

EXPANSION

EXPOSED

EXISTING

EXCAVATE

EACH WAY

ESTIMATE

EXHAUST REGISTER

EQUIPMENT

EQUAL

FURR'G

FTG

FPRF

FOC

FLUOR

FLG

FLASH.

FIX.

FIN.

FIG

FHC

FFCO

FEWB

FEC

FDN

FDC

FCG

F/L

F.S.

F.P.M.

FURRING

FOOTING

FEET OR FINNED TUBE

FRAME OR FIRE RATED

FIRE PROOF

FIRE PROTECTION

FIBER OPTIC CABLE

FLUORESCENT

FLOORING

FLASHING

FLOOR

FIXTURE

FINISH

FIGURE

FIRE HOSE CABINET

FIRE HYDRANT

FLUSH FLOOR CLEAN OUT

FINISH FLOOR

FIRE EXTINGUISHER WALL BRACKET

FIRE EXTINGUISHER CABINET

IRON

FOUNDATION

FIRE DEPARTMENT CONNECTION

FLOOR DRAIN OR FIRE DAMPER

FACING

FOOT CANDLE

FAN COIL UNIT

FRESH AIR

FLOOR

FULL SIZE

FAR SIDE

FEET PER MINUTE

FAHRENHEIT

HTR

HTG

HSGYP

HSB

HPW

HOA

HEP

HDR

HBD

H.S.

H.PT.

HEATER

HEATING

HEIGHT

HIGH-STRENGTH GYPSUM PLASTER

HIGH STRENGTH BOLT

HOUR

HIGH PRESSURE WASHER

HORSE POWER

HANDS OFF AUTO

HOLLOW METAL

HORIZONTAL ELLIPTICAL PIPE

HEADER

HARDWARE

HARDBOARD

HOSE BIBB

HIGH STRENGTH

HIGH POINT

HYD

HWS

HWRR

HWR

HWH

HYDRAULIC

HOT WATER SUPPLY

HOT WATER RETURN

HOT WATER HEATER

HOT WATER

IRH

INV

INT

INSUL.

IESCR

IES

IBC

IAW

I.P.

I.D.

JST

JCT

JOINT

JOIST

JUNCTION

JANITOR CLOSET

JUNCTION BOX

KWH

KVAR

KVA

KSI

KSF

KIT

KILOWATT HOUR METER

KILOWATTS

KILOVOLT AMPERES REACTIVE

KILOVOLT AMPERES

KILOVOLTS

KIPS/SQUARE INCH

KIPS/SQUARE FOOT

KICK PLATE

KEY LOCK

KITCHEN

KEY

LIGHTING

LIGHT WEIGHT

LIGHT

LIGHT PROOF SHADE

LOW POINT

LONGITUDINAL

LINTEL

LANDING

LONG - LEG VERTICAL

LONG - LEG HORIZONTAL

LAWN IRRIGATION SYSTEM

LINEAR

LENGTH

ENVIROMENTAL DESIGN

LEADERSHIP IN ENERGY &

LOAD

POUND

LUMBER

LAVATORY

LAUNDRY

LUMEN

MTN

MTD

MSTC

MOT

MONO

MON

MLDG

MIN

MONITORING WELL

MASONRY UNIT

MOUNTAIN

MOUNTED

METAL THRESHOLD

MASTIC

MOTOR

MONOLITHIC

MONUMENT

MASONRY OPENING

MOULDING

METAL LATH

MINIMUM

NO.

NIC

NEMA

NEC

NEAR SIDE

NUMBER

NOT IN CONTRACT

MANUFACTURERS' ASSOCATION

NATIONAL ELECTRICAL

NATIONAL ELECTRICAL CODE

NORTH

OWS

OVSCP

OSP

OPS

OPP. HD.

OPP

OPNG

OFF.

OBSC

OBGL

OB WG

O.C.

OIL WATER SEPARATOR

OVERFLOW SCUPPER

OUTSIDE PLANT CABLE

OPERATIONS

OPPOSITE HAND

OPPOSITE

OPENING

OVERHEAD

OFFICE

OUTSIDE DIMENSION

OBSCURE

OBSCURE GLASS

OBSCURE WIRE GLASS

OUTSIDE AIR

ON CENTER

PTN

PTD

PSI

PSF

PRV

PRPT

PROP

PROJ

PREFAB

POT

POV

PORC

POL

PNL BD

PNL

PLY WD

PLG

PLBG

PLATF

PLAS

} or P

PIV

PH or 0

PERF

PBS

PAN. B

P/S

P. LAM.

QTERS

Q.T.

1#4 RD

PARTITION

PAINTED

POINT

POUNDS/SQUARE INCH

POUNDS/SQUARE FOOT

PRESSURE REGULATING VALVE

PARAPET

PROPOSED

PROJECTION

PREFABRICATED

PAIR

POWER POLE

POINT OF TANGENCY

PRIVATE OWNED VEHICLE

PORCELAIN

POLISH

PANEL BOARD

PANEL

PLYWOOD

PILING

PLUMBING

PLATFORM

PLASTER

PLATE

POWER LINE

POST INDICATOR VALVE

POINT OF INTERSECTION

PHASE

PERFORATED

PAVEMENT DRAIN

PRECONNECT (FDC)

PUSH BUTTON STATION

PANIC BOLT

PUBLIC ADDRESS

PRESTRESSED

PLASTIC LAMINATE

POLE

QUARTERS

QUART

QUARRY TILE

QUARTER ROUND

RUBBER

RIGHT OF WAY

RIGID METAL CONDUIT

ROOM

ROUGH

RANGE

REVISIONS

REQUIRED

REMOVABLE

REINFORCEMENT

REGULAR

REFRIGERATOR

REFERENCE

RECREATION

RECEPTACLE

REFERENCE

ROUND

ROAD

RECEIVER

REINFORCED CONCRETE PIPE

REINFORCED CONCRETE BOX

REMOTE CONTROL

RADIATOR CONVECTOR

RUBBER BASE

RADIUS

RETURN AIR

ROOF SCUTTLE

ROOF DRAIN

RISER

TYP

TTB

TOS

TOPO

TOIL.

TOC

THK

THERMO

TGL

TERM

TER

TEMP

TEL

TBR&R

TBD

TAP

TAN.

TAB

T.O.

TYPICAL

TELEVISION

TELE TERMINAL BOARD

TEST PIT

TOP OF STEEL

TOPOGRAPHY

TOILET

TOP OF CONCRETE

THICK

THERMOSTAT

THRESHOLD

TOGGLE

TERMINAL

TERRAZZO

TEMPERATURE

TELEPHONE

TRANSFER DUCT

TO BE REMOVED AND REPLACED

TACK BOARD

WATTAGE TAP

TANGENT

TOP AND BOTTOM

TOP OF

TREAD

UNO

UNFIN

UNEX

UIP

UGE

U.S.

UNIT VENTILATOR

UTILITY

URINAL

UNLESS NOTED OTHERWISE

UNFINISHED

UNEXCAVATED

UNDERWRITERS' LABORATORIES

USE IN PLACE

UNIT HEATER

UNDERGROUND ELECTRIC

UNDERGROUND

UNIT COOLER

UNITED STATES

VTR

VOL

VFDU

VERT

VENT

VCT

VCP

VENT THRU ROOF

VENT STACK

VOLUME

DRIVE UNIT

VARIABLE FREQUENCY

VERTICAL

VENTILATION or VENTILATOR

VINYL COMPOSITION TILE

VITRIFIED CLAY PIPE

VINYL-WALL COVERING

VINYL BASE

VOLT

WELDED WIRE FABRIC

WATER VALVE

WEIGHT

WEAPON STORAGE AREA

WEATHER STRIPPING

WASTE STACK

WARDROBE

WATER PROOFING

WATER PROOF

WEATHER PROOF

WATER LINE

WORK SHOP

WATTHOUR METER

WALL HYDRANT

WIDE FLANGE

WOOD

WATER CLOSET

WET BULB

WITHOUT

WITH

WROUGHT IRON

WATER ELEVATION

WEST

XFMR

Y.D.

WWF

WSA

WRB

WPFG

WPF

WKS

WHM

W/O

W.I.

W.E.

TRANSFORMER

YARD

YARD DRAIN

BTU PER HOUR

BRITISH THERMAL UNIT

BENT

BRACKET

BEARING

BRIDGING

BRACING

BOTTOM

BOTTOM OF STEEL

BOTTOM OF FOOTING

BACK OF CURB

BEAM

BLOCKING

BLOCK

BUILDING DIRECTORY

BUILDING

BUILDING LINE

BITUMINOUS

BOUNDARY

BOARD

BATTEN INSULATION

BENCH MARK

BALL AND BURLAP

MAHOGANY

MANHOLE

MOTOR GENERATOR

MANUFACTURE

MANUFACTURING

METAL

MASONRY EXPANSION JOINT

MECHANICAL

MATCH EXISTING

THOUSAND CIRCULAR MILLS

MASONRY CONTROL JOINT

MAXIMUM

MATERIAL

MACHINE

MATCHED & BEADED

THOUSAND

MHGY

MFR

MFG

MET

MEJ

MECH

MCM

MCJ

MAX

MAT

MACH

M & B

SYMM

SWBD

SUSP

SUB FL

STWY

STR

STOR

STN

STL

STGR

STF

STD

STA

SSMR

SSMH

SQUAD

SPL

SPKR

SPH

SPF

SPEC

SPDT

SIM

SHTHG

SHT

SFU

SEQ

SECY

SECT

SDMH

SCUT

SCR

SCP

SCH

SAF

S/W

S.ST.

S.D.

RUB

ROW

RMC

RGH

RGE

REV

REQ'D

REM

REINF

REG

REFR

REF

RECR

RECP

RE:

RD OR ~

RCVR

RCP

RCB

RAD or R

R.S.

R.D./RD

AVG

AUTO

ATC

AT-FP

ASWG

ASPH

ARCH

APPROX

APPD

AMP

ALT

ALUM

AIC

AHU

AGG

AFG

AFFF

AFF

ACSR

ABT

AVERAGE

AUTOMATIC

ACOUSTICAL TILE CEILING

FORCE PROTECTION

ANTI-TERRORISM

AMERICAN WIRE GAUGE

ASPHALT

ARCHITECTURAL

APPROXIMATE

APPROVED

ACCESS PANEL

AMPERE

ALTERNATE

ALUMINUM

CAPACITY (SYM RMS)

AMPS INTERRUPTING

AREA INLET

AIR HANDLING UNIT

AGGREGATE

ABOVE FINISH GRADE

AQUEOUS FILM-FORMING FOAM

ABOVE FINISH FLOOR

AREA DRAIN

STEEL REINFORCED

ALUMINUM CONDUCTOR

ALTERNATING CURRENT

ABOUT

ANCHOR BOLT

SYMMETRICAL

SWITCHBOARD

SWITCH

SUSPENDED

SUB FLOOR

SPRAR UNIT

STAIRWAY

STRUCTURAL

STORAGE

STONE

STEEL

STRINGER

STIFFENER

STANDARD

STATION

STRAND

SEAM METAL ROOF

STRUCTURAL STANDING

SANITARY SEWER MANHOLE

SANITARY SEWER

SUPPLY REGISTER

SQUADRON

SQUARE

SPECIAL

SPEAKER

SPACE HEATER

SOUNDPROOF

SPECIFICATIONS

SINGLE POLE DOUBLE THROW

SPACING

SEISMIC SURVEY

SIMILAR CONDITION

SHEATHING

SHEET

STRUCTURAL FACING UNIT

SEQUENCE

SECRETARY

SECTION

STORM DRAIN MANHOLE

STORM DRAIN

SCUTTLE

SCREW

SCUPPER

SCHEDULE or SCHEDULED

SPLASH BLOCK

SUPPLY AIR FAN

SUPPLY AIR

SIDEWALK

STAINLESS STEEL

SUPPLY DIFFUSER

STORM DRAIN

SOUTH

M A

R S

K E

G-003

A B

B R

E V

N S

J S

R R

J S

R R

D E

N B

E R

SSx

RCP

SP-XX

K:\MissionProjects\civ\harlan\TainterGateRehab\Irrigation Conduit\6.0 Engineering & Design\6.1 Drawings\CAD_BIM\_Sheets\HC_G-004.dgn

US Army Corps of Engineers

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SAMPLE SHEET NAME:

SAMPLE CADD FILE NAME:

CIVIL LEGEND ARCHITECTURAL LEGEND SHEET NAMING LEGEND

WATERLINE

SANITARY SEWER

CURB INLET

AREA INLET

FIRE HYDRANT

ROADS

CURB & GUTTER

WALKS

CULVERT

STORM DRAIN

POST INDICATOR VALVE

SPOT GRADE ELEVATIONS

DIRECTION OF DRAINAGE

SUBDRAIN

SUBDRAIN OUTLET LINE

RAILROAD

PIEZOMETER

PROPERTY LINE MONUMENT

FIRE PROTECTION WATERLINE

FLAME RANGE PIT

FENCE

FLARED END SECTION

UNDERGROUND STEAM SUPPLY GAS METER

PIV

CONCRETE

CRUSHED ROCK

GRAVEL

WOOD (ROUGH)

WOOD (FINISH)

BLANKET INSULATION

PERIMETER INSULATION

GYPSUM WALLBOARD

RIGID INSULATION

COMPOSITION MASTIC

GLASS

METAL STUD PARTITION

METAL

FIRE EXTINGUISHED CABINET

5-DIGIT PROJECT CODE (TRI-SERVICE STANDARD)

2-DIGIT DISCIPLINE DESIGNATOR (SEE TABLE 2)

1-DIGIT SHEET TYPE DESIGNATOR (0-9)

2-DIGIT SHEET SEQUENCE (00-99)

2-DIGIT DISCIPLINE DESIGNATOR (SEE TABLE 2)

1-DIGIT SHEET TYPE DESIGNATOR (0-9)

2-DIGIT SHEET SEQUENCE (00-99)

INDEX/LEGEND SHEETS

CIVIL SITE

G-

CD CIVIL DEMOLITION

CG CIVIL GRADING

CU CIVIL SITE UTILITY

SE STRUCTURAL

AE ARCHITECTURAL ELEMENTS

INTERIORS

PLUMBING

MECHANICAL

TABLE 2: DISCIPLINE DESIGNATOR

GENERAL NOTES

SYMBOL IDENTIFICATION

DETAIL NUMBER

PARTITION NO.

LEVEL LINE

DOOR NO.

ROOM & AREA NO.

WINDOW TYPE

INTERIOR VIEW NUMBER

EXTERIOR VIEW LETTER

SECTION LETTER

GAS

SANITARY SEWER

OVERHEAD ELEC

UNDERGROUND ELEC

FENCE

ELEC. MANHOLE

FIRE HYDRANT

GAS VALVE

POWER POLE

STORM DRAIN

STREET LIGHT

SANITARY SEWER MANHOLE

TELEPHONE JUNCTION BOX

TREE

WATER VALVE

GUY

MARKER SIGN

GAS METER

TELEPHONE MANHOLE

WATER METER

REBAR MARKER

CHISELED MARKER

DRILL HOLE

COMMUNICATIONS

SURVEY MONUMENT

CURB & GUTTER

MAJOR CONTOUR

MINOR CONTOUR

SPOT ELEVATION

BUILDING

ROAD

SURVEY/EXISTING CONDITIONS LEGEND

POWERPOLE W/ ST. LIGHT

C- CIVIL GENERAL

LS LANDSCAPING

B- GEOTECHNICAL BORINGS

CP CIVIL SITE PAVING

P-

M-

TREE LINE

SETTLEMENT PLATE

WATER LINE

ROOF DRAIN

NATURAL GAS

MAJOR CONTOURS

MINOR CONTOURS

EARTH SE101

K1001_AE110.DGN

V- SURVEY EXISTING CONDITIONS

INTERIOR FURNITUREIF

F-

FIRE PROTECTION

FIRE ALARM

FX FIRE SPRINKLER

ELECTRICAL SITE

E-

AIR HANDLER

ELECTRICAL

ELECTRICAL LIGHTING PROTECTION

ELECTRICAL LIGHTING

ELECTRICAL POWER

OSB SHEATHING

DITCH/CHANNEL

PROJECT LIMITS

TELECOMMUNICATIONST-

ELECTRICAL SYSTEMS PLAN

BUILDINGS

DETAIL IS SHOWN

SHEET NUMBER OF DWG. WHERE

VIEW IS SHOWN

SHEET NUMBER OF DWG. WHERE

VIEW IS SHOWN

SHEET NUMBER OF DWG. WHERE

SECTION IS SHOWN

SHEET NUMBER OF DWG. WHERE

XX000

DEPENDING ON TYPE OF UTILITY LINE

MANHOLE SELF EXPLANATORY

OR SERVICE STOP & BOX

GATE VALUE & VALVE BOX

PIPE

REINFORCED CONCRETE

PIPE

CORRUGATED METAL

W/TRANSFORMER

POWER POLE

BE REMOVED" (TBR).

THESE SYMBOLS AND HATCHED THUSLY OR NOTED "TO

3. EXISTING FACILITIES TO BE REMOVED ARE INDICATED BY USE

IN LIEU OF SYMBOLS SHOWN ON THIS SHEET.

APPEAR IN THIS SET OF DRAWINGS TO INDICATE SPECIFIC CONDITIONS

2. ADDITIONAL LEGEND AND/OR ANOTHER LEGEND SHEET MAY

TO THE EXTENT APPLICABLE.

THEY ARE PERTINENT TO THE CONDITIONS ON THIS SET OF DRAWINGS

1. THESE LEGENDS ARE COMPOSED OF STANDARD SYMBOLS AND

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G-004

J S

R R

J S

R R

L E

G E

N D

CULVERT

RS REFERENCE DRAWING

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SALINA

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SPRINGFIELD

WICHITA

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INTERSTATEKEARNEY

HARLAN COUNTY DAM

INTERSTATE

PAVED OR HARD SURFACE ROAD

GRAVEL ROAD

LEGEND

VICINITY MAP

NOT TO SCALE

LOCATION MAP

NOT TO SCALE

PROJECT AREA MAP

NOT TO SCALE

FRANKLIN CANAL

NAPONEE CANAL

HARLAN COUNTY DAM

706 R D

CORP ROAD 1

RESERVOIR RD

CORP ROAD A

C O

R P R

O A

D B

HARLAN COUNTY LAKE

R D

CEDAR POINT RD

HARLAN COUNTY PROJECT OFFICE

CORP ROAD A

GENERAL SHEET NOTES

THE CONSTRUTION LIMITS PROVIDED ON C-100.

THE CONTRACTOR STAGING AREA SHALL BE WITHIN

CLOSURES OF CORPS ROAD A ACROSS THE DAM.

INTERMITTENT LANE WIDTH RESTRICTIONS AND/OR

WORK ON HARLAN COUNTY DAM REQUIRE

ROADS FOR SITE ACCESS. CURRENT CONTRACTS FOR

ACCESS ROUTES: CONTRACTOR SHALL USE COUNTY

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GENERAL SHEET NOTES

40'0 20'

D E

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EXISTING FRANKLIN LINE

EXISTING NAPONEE LINE

V-100

S U

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E Y C

O N

T R

O L

SURVEY CONTROL

SCALE: 1" = 20'-0"

APPROXIMATE AXIS OF DAM

SURVEY CONTROL POINT "TBM NORTH"

SURVEY CONTROL POINT "NTW TBM"

CONTROL HOUSE

ELEVATION: 1919.882

EASTING: 1861331.940

NORTHING: 88026.279

MONUMENT TYPE: BRASS CAP IN CONCRETE

CONTROL POINT "NTW TBM"

ELEVATION: 1918.917

EASTING: 1861567.919

NORTHING: 88277.374

MONUMENT TYPE: REBAR IN GROUND

CONTROL POINT "TBM NORTH"

UNITS: US SURVEY FOOT

ZONE: NE 2600

COORDINATE SYSTEM: NEBRASKA STATE PLANE

VERTICAL DATUM: NGVD 29

HORIZONTAL DATUM: NAD 83

CORPS ROAD A

ACCESS ROAD

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O N L

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E B

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ASPHALT

BURIED CMP

ASPHALT

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EXISTING CONDITIONS PLAN

SCALE: 1" = 30'-0"

F R

A N

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GENERAL SHEET NOTES

SUBSURFACE UTILITY ENGINEERING (SUE)

CONTROL HOUSE

BURIED ANCHOR

EXISTING 5'x3' BOX CULVERT

ANCHOR AND ACCESS PIT

EXISTING WING WALL

ANCHOR AND

ACCESS PIT

RIP RAP LIMITS

WOODEN POSTS (TYP)

EXISTING 6" STEEL

DRAIN PIPE

EXISTING CATCH BASIN

APPROXIMATE AXIS OF DAM

ALL OTHER UTILITIES SHOWN AS QUALITY LEVEL B.

INFORMATION.

RS501 THROUGH RS504 FOR REFERENCE

LOCATION AS NEEDED FOR CONSTRUCTION. SEE

DRAWINGS. CONTRACTOR SHALL FIELD VERIFY

WERE PERFORMED USING USACE RECORD

QUALITY LEVEL D. QUALITY LEVEL D OBSERVATIONS

ANCHOR AND 6" STEEL DRAIN PIPE SHOWN AS

FRANKLIN IRRIGATION CONDUIT, ACCESS PIT,

AS PIPE SIZES AND FLOW LINES WERE PERFORMED.

MANHOLES, BUILDINGS, VALVE BOXES, ETC.) AS WELL

SURVEY OF VISIBLE UTILITY FACILITIES (E.C.,

DRAWINGS. QUALITY LEVEL D OBSERVATIONS AND

WERE PERFORMED USING USACE RECORD

UTILITY RECORDS. QUALITY LEVEL D OBSERVATIONS

WAS CORRELATED WITH EXISITING QUALITY LEVEL D

SURVEYS WERE PERFORMED. THIS INFORMATION

OBSERVATIONS AND QUALITY LEVEL B GEOPHYSICAL

PERFORMED TO A QUALITY LEVEL B. QUALITY LEVEL C

LEVEL: THE SURVEY OF THIS PROJECT WERE

SUBSURFACE UTILITY ENGINEERING (SUE) QUALITY

AT CONTRACTOR'S EXPENSE.

ALL DAMAGES AND SHALL BE REPAIRED IMMEDIATELY

BELOW GROUND AND SHALL BE RESPONSIBLE FOR

PRECAUTIONS TO PROTECT ALL UTILITIES ABOVE AND

VERIFYING LOCATIONS AND SHALL TAKE NECESSARY

CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD

DEPICTION OF EXISTING SUBSURFACE UTILITY DATA.

38-02 STANDARD GUIDANCE FOR COLLECTION AND

UTILITIES ARE SHOWN IN ACCORDANCE WITH ASCE

EXISTING PIEZOMETER

(TO REMAIN, DO NOT DISTURB)

EXISTING PIEZOMETER

(TO REMAIN, DO NOT DISTURB)

WOODEN POST

1919 1919

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BUSHBUSH

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SUBSURFACE UTILITY ENGINEERING (SUE)

ANCHOR AND ACCESS PIT

EXISTING SPILLWAY TRAINING WALL

APPROXIMATE ANCHOR LOCATION

WOODEN POSTS (TYP)

RIP RAP LIMITS

EXISTING PIEZOMETER

(TO BE REMOVED)

EXISTING PIEZOMETER

(TO BE REMOVED)

EXISTING PIEZOMETER

(TO BE REMOVED)

LOCATION OF EXISTING 2'-10"

STEEL PIPE (VERIFIED BY SURVEY)

CABLE GATE

ALL OTHER UTILITIES SHOWN AS QUALITY LEVEL B.

LOCATION AS NEEDED FOR CONSTRUCTION.

DRAWINGS. CONTRACTOR SHALL FIELD VERIFY

WERE PERFORMED USING USACE RECORD

QUALITY LEVEL D. QUALITY LEVEL D OBSERVATIONS

NAPONEE IRRIGATION CONDUIT IS SHOWN AS

APPROXIMATE AXIS OF DAM

EXISTING PIEZOMETER

(TO REMAIN IN PLACE)

AS PIPE SIZES AND FLOW LINES WERE PERFORMED.

MANHOLES, BUILDINGS, VALVE BOXES, ETC.) AS WELL

SURVEY OF VISIBLE UTILITY FACILITIES (E.C.,

DRAWINGS. QUALITY LEVEL D OBSERVATIONS AND

WERE PERFORMED USING USACE RECORD

UTILITY RECORDS. QUALITY LEVEL D OBSERVATIONS

WAS CORRELATED WITH EXISTING QUALITY LEVEL D

SURVEYS WERE PERFORMED. THIS INFORMATION

OBSERVATIONS AND QUALITY LEVEL B GEOPHYSICAL

PERFORMED TO A QUALITY LEVEL B. QUALITY LEVEL C

LEVEL: THE SURVEY OF THIS PROJECT WERE

SUBSURFACE UTILITY ENGINEERING (SUE) QUALITY

AT CONTRACTOR'S EXPENSE.

ALL DAMAGES AND SHALL BE REPAIRED IMMEDIATELY

BELOW GROUND AND SHALL BE RESPONSIBLE FOR

PRECAUTIONS TO PROTECT ALL UTILITIES ABOVE AND

VERIFYING LOCATIONS AND SHALL TAKE NECESSARY

CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD

DEPICTION OF EXISTING SUBSURFACE UTILITY DATA.

38-02 STANDARD GUIDANCE FOR COLLECTION AND

UTILITIES ARE SHOWN IN ACCORDANCE WITH ASCE

EXISTING PIEZOMETER

(TO REMAIN IN PLACE, DO NOT DISTURB)

EXISTING PIEZOMETER

(TO REMAIN IN PLACE, DO NOT DISTURB)

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CONSTRUCTION/PROJECT LIMITS

SCALE: 1" = 60'-0"

C-100

C O

N S

T R

U C

N /P

R O J E

C T L

APPROVED BY THE CONTRACTING OFFICER.

THE CONTRACTOR STAGING AREA SHALL BE

PROTECT CONTROL POINTS.

DESCRIPTIONS AND LOCATIONS. CONTRACTOR SHALL

SEE SHEET V-100 FOR CONTROL POINT

OTHERWISE.

ALL UNITS ARE IN FEET (FT) UNLESS NOTED

OFFICER.

OUTSIDE THE LIMITS SHOWN WITH THE CONTRACTING

ACTIVITIES. CONTRACTOR SHALL COORDINATE WORK

WORK LIMITS REQUIRED FOR CONSTRUCTION

THE CONSTRUCTION LIMITS SHOWN REPRESENT THE

120'0 60'

CONSTRUCTION/PROJECT LIMITS CONTROL

CONTROL HOUSE

IRRIGATION PIPE

STORAGE, AND LAYDOWN AREA

CONSTRUCTION LIMITS,

STORAGE, AND LAYDOWN AREA

CONSTRUCTION LIMITS,

IRRIGATION LINE FROM O&M

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ASPHALT

BURIED CMP

ASPHALT

IRRIGATION LINE FROM O&M

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DEMOLITION PLAN

SCALE: 1" = 30'-0"

GENERAL SHEET NOTES

LEGEND

(SEE C-100)

CONSTRUCTION LIMITS

ANCHOR AND ACCESS PIT

EXISTING ANCHOR

CONTROL HOUSE

RIP RAP LIMITS

ENLARGED PLAN

SCALE: 1" = 10'-0"

N 88042.883

E 1861220.65

APPROXIMATE LOCATION

OF ACCESS COVER (FROM O&M)

CS501CD101

15' 0"

N 88042.883

E 1861220.65

APPROXIMATE LOCATION

OF ACCESS COVER (FROM O&M)

SEE CS101

REMOVE AND REPLACE GATE VALVE

SEE CS101

ON 6" STEEL DRAIN LINE

REMOVE AND REPLACE GATE VALVE

THE DESIGN ELEVATIONS.

ACCORDANCE WITH THE FIELD SPECIFICATIONS TO

EXISTING FACILITIES SHALL BE REPAIRED IN

ALL CAVITIES CREATED BY THE REMOVAL OF

SHALL BE REPORTED TO THE COR.

AND ARE DISCOVERED DURING CONSTRUCTION

CONSTRUCTION. UTILITIES WHICH ARE NOT SHOWN

VERIFIED BY THE CONTRACTOR PRIOR TO

LOCATIONS OF ALL UTILITIES SHALL BE FIELD

SURVEYS AND USACE RECORD DRAWINGS. THE

UTILITIES HAVE BEEN LOCATED FROM AVAILABLE

UNDERGROUND FACILITIES, STRUCTURES, AND

1-MAY AND ENDS 30-SEPTEMBER).

IRRIGATION SEASON. IRRIGATION SEASON BEGINS

REMOVAL. WORK SHALL BE PERFORMED OUTSIDE OF

IRRIGATION CONDUIT WITH THE COR PRIOR TO

CONTRACTOR SHALL COORDINATE OUTAGE OF

ENCLOSED AND SECURE CONSTRUCTION SITE.

CONSTRUCTION FENCE AS NEEDED TO PROVIDE AN

CONTRACTOR SHALL INSTALL TEMPORARY

EXISTING ACCESS MANHOLE LID.

CONTRACTOR SHALL FIELD VERIFY LOCATION OF

PRIOR TO REMOVAL OF ASPHALT IN AREA SHOWN,

SECTIONS 02 41 00.

ACCORDANCE WITH THE PROJECT SPECIFICATIONS

REMOVED FROM THE PROJECT SITE IN STRICT

ALL DEMOLITION RUBBLE SHALL BE PROMPTLY

DISTURBED BY CONSTRUCTION OPERATIONS.

PROPERTY CORNERS OR SURVEY MONUMENTS IF

AND IS RESPONSIBLE FOR RE-ESTABLISHMENT OF

ALL PROPERTY CORNERS AND SURVEY MONUMENTS

CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF

OR BETTER THAN EXISTING CONDITIONS.

RETAINING WALL, ETC. REPAIRS SHALL BE EQUAL TO

DRAINAGE UTILITIES, PAVEMENT, SIDEWALKS,

TO: EXISTING DAM EMBANKMENT, DAM FACE,

DURING CONSTRUCTION SUCH AS BUT NOT LIMITED

REPAIRS OF DAMAGE TO ANY EXISTING FEATURES

PROJECT. CONTRACTOR IS RESPONSIBLE FOR

DAMAGE TO ADJACENT FEATURES DURING THIS

PRECAUTIONS NECESSARY TO AVOID PROPERTY

RESPONSIBLE FOR AND SHALL TAKE ALL

THE CONTRACTOR SHALL BE HELD SOLELY

PROJECT DRAWINGS, NOTES AND SPECIFICATIONS.

DEMOLITION SHALL BE IN ACCORDANCE WITH

REPLACE PER CS101

OF EXISTING ACCESS PIT COVER

REMOVE ASPHALT PAVEMENT TO TOP

FULL DEPTH SAW CUT (TYP) AND

(TO REMAIN IN PLACE)

EXISTING PIEZOMETER

(TO REMAIN IN PLACE)

EXISTING PIEZOMETERS

EXPOSE EXISTING ACCESS COVER (SEE CS101)

REMOVED AND REPLACED AS NEEDED TO

ASPHALT PAVEMENT AND SUBBASE TO BE

1919 1919

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SPECIFICATIONS

PIEZOMETER PER

REMOVE EXISTING

SPECIFICATIONS

PIEZOMETER PER

REMOVE EXISTING

PIPE. SEE RS504 FOR STRUCTURE INFORMATION.

REMOVE EXISTING STRUCTURE AND 2'-10" DIAMETER STEEL

(DO NOT DISTURB)

TYPICAL WOODEN POSTS

CABLE GATE

SPECIFICATIONS

PIEZOMETER PER

REMOVE EXISTING

RIP RAP LIMITS

GENERAL SHEET NOTES

LEGEND

APPROXIMATE DAM AXIS

DO NOT DISTURB

PIEZOMETER TO REMAIN

DO NOT DISTURB

PIEZOMETER TO REMAIN

CONDUIT TO REMAIN

EXISTING IRRIGATION

CS102 FOR REPLACEMENT

AND STA 6+13.81 TO 7+49.56. SEE

STATION 0+49.41 TO STA 2+51.94

IRRIGATION CONDUIT BETWEEN

EXISTING 2'-10" DIAMETER STEEL

CONTRACTOR SHALL REMOVE

CS102 FOR REPLACEMENT

AND STA 6+13.81 TO 7+49.56. SEE

STATION 0+49.41 TO STA 2+51.94

IRRIGATION CONDUIT BETWEEN

EXISTING 2'-10" DIAMETER STEEL

CONTRACTOR SHALL REMOVE

E 1861361.65

E 1861709.58

E 1861840.11

PIPE REMOVAL LIMITS

STA 0+49.41

N 87133.68

PIPE REMOVAL LIMITS

STA 2+51.94

N 87120.85

PIPE REMOVAL LIMITS

STA 6+13.81

N 87021.41

PIPE REMOVAL LIMITS

STA 7+49.56

N 86984.10

REMOVE EXISTING STRUCTURE

REMOVE STEEL IRRIGATION CONDUIT

TO THE DESIGN ELEVATIONS.

ACCORDANCE WITH THE PROJECT SPECIFICATIONS

EXISTING FACILITIES SHALL BE REPAIRED IN

ALL CAVITIES CREATED BY THE REMOVAL OF

SHALL BE REPORTED TO THE COR.

AND ARE DISCOVERED DURING CONSTRUCTION

CONSTRUCTION. UTILITIES WHICH ARE NOT SHOWN

VERIFIED BY THE CONTRACTOR PRIOR TO

LOCATIONS OF ALL UTILITIES SHALL BE FIELD

SURVEYS AND USACE RECORD DRAWINGS. THE

UTILITIES HAVE BEEN LOCATED FROM AVAILABLE

UNDERGROUND FACILITIES, STRUCTURES, AND

1-MAY AND ENDS 30-SEPTEMBER).

IRRIGATION SEASON. IRRIGATION SEASON BEGINS

REMOVAL. WORK SHALL BE PERFORMED OUTSIDE OF

IRRIGATION CONDUIT WITH THE COR PRIOR TO

CONTRACTOR SHALL COORDINATE OUTAGE OF

ENCLOSED AND SECURE CONSTRUCTION SITE.

CONSTRUCTION FENCE AS NEEDED TO PROVIDE AN

CONTRACTOR SHALL INSTALL TEMPORARY

SECTIONS 02 41 00.

ACCORDANCE WITH THE PROJECT SPECIFICATIONS

REMOVED FROM THE PROJECT SITE IN STRICT

ALL DEMOLITION RUBBLE SHALL BE PROMPTLY

DISTURBED BY CONSTRUCTION OPERATIONS.

PROPERTY CORNERS OR SURVEY MONUMENTS IF

AND IS RESPONSIBLE FOR RE-ESTABLISHMENT OF

ALL PROPERTY CORNERS AND SURVEY MONUMENTS

CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF

OR BETTER THAN EXISTING CONDITIONS.

RETAINING WALL, ETC. REPAIRS SHALL BE EQUAL TO

DRAINAGE UTILITIES, PAVEMENT, SIDEWALKS,

TO: EXISTING DAM EMBANKMENT, DAM FACE,

DURING CONSTRUCTION SUCH AS BUT NOT LIMITED

REPAIRS OF DAMAGE TO ANY EXISTING FEATURES

PROJECT. CONTRACTOR IS RESPONSIBLE FOR

DAMAGE TO ADJACENT FEATURES DURING THIS

PRECAUTIONS NECESSARY TO AVOID PROPERTY

RESPONSIBLE FOR AND SHALL TAKE ALL

THE CONTRACTOR SHALL BE HELD SOLELY

PROJECT DRAWINGS, NOTES AND SPECIFICATIONS.

DEMOLITION SHALL BE IN ACCORDANCE WITH

SEE SPECIFICAITON 02 41 00

WITH NON-SHRINK GROUT AND CAPPED.

2+51.94 TO STA 6+13.81 SHALL BE FILLED

EXISTING STEEL PIPE BETWEEN STATION

O N L

E F

R O

M O

D I

TREE

US Survey Foot

NGVD 29

Vertical datum:

GEOID12A (conus)

Geoid:

NE 2600

Zone:

State Plane NAD 1983 (Conus)

Datum:

MONUMENT TYPE: REBAR IN GROUND

ELEVATION: 1918.917

EASTING: 1861567.919

NORTHING: 88277.374

PROJECT CONTROL POINT "TBM NORTH"

C O

N C

R E

T E

CONCRETE

ASPHALT

US Survey Foot

NGVD 29

Vertical datum:

GEOID12A (conus)

Geoid:

NE 2600

Zone:

State Plane NAD 1983 (Conus)

Datum:

MONUMENT TYPE: BRASS CAP IN CONCRETE

ELEVATION: 1919.882

EASTING: 1861331.940

NORTHING: 88026.279

PROJECT CONTROL POINT "NTW TBM"

E B

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BUSHES

CEDAR

BUSHES

LILAC

CEDAR

BUSHES

CEDAR

BUSHES

CEDAR

BURIED CMP

ASPHALT

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SEE NOTE 1

GENERAL SHEET NOTES

RIPRAP LIMITS

ANCHOR AND ACCESS PIT

ANCHOR

CONTROL HOUSE

EXISTING 5'x3' BOX

CULVERT & CATCH BASIN

WOODEN POSTS (TYP)

N 88042.883

E 1861220.65

APPROXIMATE LOCATION

OF ACCESS COVER (FROM O&M)

15' 0"

ENLARGED PLAN

SCALE: 1" = 10'-0"

CS501CS101

SEE NOTE 3

EXISTING 6" STEEL DRAIN

IRRIGATION LINE FROM O&M

OF THE FRANKLIN LINE.

FOR DEWATERING AND INSPECTION REQUIREMENTS

SEE SPECIFICATION SECTION 01 11 00 PARAGRAPH 3.1

OPERATION.

CONTRACTOR SHALL PROVIDE A KEY FOR VALVE

EXTENSION INSTALLED WITH A SURFACE VALVE BOX.

COVER SHALL BE CORE DRILLED AND A GATE VALVE

FOR REFERENCE DRAWINGS. CONCRETE MANHOLE

ACCESS PIT ON THE 6" STEEL DRAIN PIPE. SEE RS503

EXISTING 6" GATE VALVE LOCATED WITHIN THE

CONTRACTOR SHALL REMOVE AND REPLACE THE

THROUGH RS504.

AND FEATURES ARE INCLUDED ON SHEETS RS501

RECORD DRAWINGS FOR THE IRRIGATION CONDUIT

RS502 FOR REFERENCE DRAWING OF BOX.

SHALL BE REPAIRED PER DETAIL ON CS501. SEE

FINISH GRADE AND REPAIR PAVEMENT. PAVEMENT

CONTRACTOR SHALL SUBMIT A PLAN TO RAISE LID TO

MANHOLE LID. PER SPECIFICATION 33 11 00

CONTRACTOR SHALL EXPOSE EXISTING ACCESS

E P

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BUSHBUSH

BUSH

FENCE GATE

1919 1919

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SCALE: 1" = 30'-0"

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PROFILE

SCALE: 1" = 20'-0" 60'0 30'

EXISTING/FINISH GRADE

RIPRAP LIMITS

CABLE GATE

WOOD POSTS (TYP)

APPROXIMATE DAM AXIS

SEE DETAIL D1 ON SE501 FOR

CONNECTION AT DAM FACE

INSTALL INSPECTION PORT AND BOLLARDS

PER DETAILS SHOWN ON CS501

RESTRAIN TEE FITTING AND

JOINTS WITHIN 18 FEET ON

EACH SIDE OF THE TEE, AND

JOINTS ALONG THE BRANCH.

RESTRAIN TEE FITTING AND

JOINTS WITHIN 18 FEET ON

EACH SIDE OF THE TEE, AND

JOINTS ALONG THE BRANCH.

RESTRAIN REDUCER FITTING

AND JOINTS WITHIN 100 FEET

UPSTREAM OF THE FITTING.

EXISTING 2'-10" STEEL PIPE

36" DUCTILE IRON PIPE

ABANDONED 2'-10" DIA STEEL PIPE

RESTRAIN BEND FITTING AND

JOINTS WITHIN 10 FEET ON

EACH SIDE OF THE BEND.

INSTALL INSPECTION PORT AND BOLLARDS

DETAILS SHOWN ON CS501

SEE NOTE 2

MILES OFFSITE.

WITH THE COR TO HAUL MATERIAL OFF SITE, WITHIN 5

ARE COMPLETE, CONTRACTOR SHALL COORDINATE

IF EXCESS MATERIAL EXISTS AFTER ALL ACTIVITIES

POINT.

COVER AS CLOSE AS POSSIBLE TO TRANSITION

ALLOWANCE WITHIN JOINTS TO ACHIEVE 48" OF

THAN 48" COVER. UTILIZE DUCTILE IRON DEFLECTION

PIPE TRANSITION AT STA 0+49.41 MAY HAVE LESS

PER SPECIFICATIONS.

CONTRACTOR SHALL INSTALL 36" DUCTILE IRON PIPE

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TRENCH DETAIL

3. EXISTING AND FINAL GROUND SURFACES SHOWN ON PLAN AND PROFILE SHEETS.

2. EXCAVATION SLOPES PER EM385-1-1.

1. PIPE SHALL BE DUCTILE IRON

NOTES:

HEIGHT AS NECESSARY

MANHOLE RING EXTENSION

DEPTH

SAW CUT FULL

AS NEEDED (APPROX 15'x15')

4" (MIN)

TOPSOIL

EXISTING ACCESS PIT

FINAL GROUND SURFACE EXISTING GROUND SURFACE

4'0 2'2'0 1'D1

SECTION

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

SHEET NOTES

AROUND BOLLARD

CONCRETE FILL

DIAMETER

MINIMUM 1'-6"

SLAB-ON-GRADE

FILLER

BITUMINOUS JOINT

BOLLARD SECTION

NOT TO SCALE

PIPE

36" DUCTILE IRON

INSPECTION PORT PLAN

SCALE: 1/4" = 1'-0"

EXPANSION JOINT

JOINT CONNECTION

WITH RESTRAINED

36" X 18" TEE FITTING

PIPE, RE: CIVIL

36" DUCTILE IRON

SEE DETAIL A7/CS501

BOLLARD, TYPICAL,

C110/A21.10-12

REQUIREMENTS OF AWWA

BLIND FLANGE MEETING

CS501

PRIME COAT

3'-0"3'-0"

10'-0"

CRUSHED AGGREGATE

PERCENT COMPACTION

IN SLAB ON 6" 95

EACH WAY CENTERED

5" SLAB W/ #4@18"

MIDDLE BEDDING FLOWABLE FILL

FLOWABLE FILL

HAUNCH AND OUTER BEDDING

4'-0" ABOVE GRADE

AND DOME AT TOP; EXTEND

YELLOW; FILL WITH CONCRETE

FACTORY PAINTED SAFETY

GALVANIZED STEEL BOLLARD,

6" DIA. SCHEDULE 80

TYPE.

LID OR APPROVED EQUAL. LID SHALL BE LOCKING

ASSIST HATCH WITH SOIL TIGHT GASKET AND SOLID

EXTENSION SHALL BE NEENAH R-3498K2S SPRING

MANHOLE COVER AND FRAME FOR MANHOLE 2.

PLACE TO MEET 29 CFR 1910.27.

MANUFACTURER'S DATA SHOWING CONFORMANCE.

REQUIREMENTS OF 29 CFR 1910.27. SUBMIT

BE POLYPROPYLENE COATED MEETING THE

FRANKLIN LINE MANHOLE EXTENSION. STEPS SHALL

PROVIDE MANHOLE STEPS AS REQUIRED FOR 1.

SEE SHEET NOTE 1

SEE SHEET NOTE 2

TACK COAT

V A

PART 2.2

SEE SPECIFICATION 02 41 00

THICKNESS/LIFT

DEPTH MAX 3" LAYER

MATCH EXISTING ASPHALT

CRUSHED AGGREGATE

95% COMPACTION

1' MIN

SEE SPECIFICATION 31 00 00 PART 3.2

STANDARD PROCTOR

COMPACTED TO 95%

IN-SITU BACKFILL

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

TIE-IN AT DAM SECTION

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

DOWNSTREAM FACE OF DAM

ANCHOR PER SHEET NOTE 4

STANDARD HOOK, TYPICAL

SE501

1'-6"

2'-0"

EXISTING/FINAL GRADE

S T

R U

C T

U R

A L D

E T

10"+/-3'-7"+/- 5'-0"

SHOWN

WATERSTOP, (4) PER LAYER AS

BARS AROUND PIPE, EACH SIDE OF

FIELD VERIFY EXISTING PIPE SIZE

2'-10" DIAMETER STEEL PIPE,

EXISTING PIPE

1' -0

4'0 2'A1

TIE-IN AT DOWNSTREAM END

SCALE: 1/2" = 1'-0" 4'0 2'A4

TIE-IN AT DOWNSTREAM END

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

GRADE

EXISTING/FINAL

PIPES, SEE SHEET NOTE 2

PIPE WATERSTOP FOR BOTH

NOTE 3

WATERSTOP, SEE SHEET

NEW 34" STEEL PIPE

REDUCER

STEEL 36" TO 34"

SE501

NEW CONCRETE COLLAR

1'-6"1'-6"

5'-0"

EQUALLY AS SHOWN

16 #4's SPACED

3 #4's EACH SIDE OF JOINT

REFER TO SHEET NOTE 5

NEW TO EXISTING JOINT,

SECTION 33 11 00

JOINT PER SPEC

INSULATING

TYPE UNKNOWN

PIPE, FIELD VERIFY, JOINT

EXISTING 33" I.D. CONCRETE

1'-0"+/-

PER SPEC SECTION 33 11 00

INSULATED FLANGEJOINT

PIPE, RE: CIVIL

36" DUCTILE IRON

REDUCER, SEE SHEET NOTE 6

NEW 34" STEEL PIPE, WELD TO

OUTSIDE, SEE SHEET NOTE 7

STRAP JOINT, WELD INSIDE AND

NEW STEEL TO EXISTING BUTT

SEE SHEET NOTE 6

WELDED JOINT,

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2. REFER TO DETAIL A7/SE501 FOR PIPE CONNECTION AND WATERSTOP DETAILING

1. ALL REINFORCEMENT #5 BARS. PLACE AS SHOWN HERE AND IN DETAIL D4/SE501.

NOTES:

NEW PIPE CONNECTION

NEW CONCRETE ENCASING

SIDE OF WATERSTOP

SHOWN ON D4/SE501, EACH

BARS AROUND PIPE AS

SHEET NOTE 1

SAW CUT, SEE

SEE SHEET NOTE 1

RETROFIT WATERSTOP,

SHEET NOTE 2

PIPE WATERSTOP, SEE

RE: CIVIL

36" DUCTILE IRON PIPE,

", T

Y P

4'0 2'A7

TIE-IN AT DAM SECTION

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

1/4" FILLET WELD EACH SIDE

BUTT STRAP WITH A CONTINUOUS

1/2"X4" STEEL RING, SHOP WELD TO

34" TO 36" STEEL TRANSISTION

7 1/2"+/-

SHEET NOTE 2

PIPE WATERSTOP, SEE

AS SHOWN IN D1/SE501

LAYER OF BAR ENDS TOWARD DAM

BEND AND EXTEND DOWNSTREAM

STANDARD HOOK

STRUCTURAL GENERAL NOTES

SHEET NOTES

SEE SHEET NOTE 8

HYDROPHILIC WATERSTOP,

NOTE: REBAR NOT SHOWN FOR CLARITY, REFER TO D1/SE501.

COATING. REFER TO SPECIFICATION SECTION 02 41 00.

TEST FOR LEAD CONTAMINANTS PRIOR TO DISTURBING EXISTING 5.

SECTION 33 11 00.

4. FOR STEEL PIPE AND CONNECTIONS REFER TO SPECIFICATION

FOR NAPONEE LINE SITE PLAN AND PROFILE SEE CS102.3.

FOR FRANKLIN LINE SITE PLAN AND PROFILE SEE CS101. 2.

PROVIDE LAP AND DEVELOPMENT LENGTHS MEETING ACI 318.1.5

APPLY A 3/4" CHAMFER TO ALL EXPOSED EDGES.1.4

ALL OTHER:.................................................3"

CONCRETE CAST AGAINST EARTH.........4"

MINIMUM COVER (UNLESS NOTED OTHERWISE):1.3

BE CLEAN AND FREE OF RUST.

REINFORCING: ASTM A615 GRADE 60. REINFORCING BARS SHALL 1.2

CONCRETE : f'c = 4500 PSI1.1

CAST-IN-PLACE CONSTRUCTION:1.

CONTINUOUSLY 4" FROM THE EXISTING PIPE.

03 30 53, APPROXIMATELY 1" WIDE X 1/2" HIGH. APPLY

HYDROPHILIC WATERSTOP PER SPECIFICATION 8.

SPECIFICATION SECTION 33 11 00.

WELDS. THE REPAIR OF THE COATINGS SHALL BE ACCORDING TO

BACK TO THE EXTENT NECESSARY TO SAFELY PROVIDE QUALITY

THE EXISTING AND NEW PIPE COATINGS SHALL BE REMOVED/SET 7.

PRIOR TO APPLYING COATINGS.

NEW STEEL PIPE TO REDUCER JOINTS SHALL BE SHOP WELDED 6.

PIPE TO PROTECT THE CUT EXPOSED REINFORCING.

TRANSITION AND APPLY COAL TAR EPOXY TO THE END OF THE

CONTRACTOR MAY CUT THE PIPE JUST BEYOND THE EXISTING

EXISTING CONCRETE PIPE IS GREATER THAN 8 FT, THE

THE EXISTING CONCRETE PIPE. IF THE FIRST LENGTH OF

STEEL-TO-CONCRETE CONCRETE COLLAR AND ONE SECTION OF

DOWNSTREAM END WILL REQUIRE REMOVAL OF THE EXISTING

THE LOCATION OF THE NEW-TO-EXISTING JOINT AT THE 5.

INSPECTIONS PER ICC EVALUATION SERVICE REPORT ESR-2508.

MANUFACTURER'S INSTRUCTIONS. PERFORM PERIODIC SPECIAL

EMBEDMENT OR APPROVED EQUAL. INSTALL ACCORDING TO THE

EXISTING CONCRETE USING SIMPSON SET-XP ADHESIVE WITH 12"

ANCHOR ALL HORIZONTAL REBAR PARALLEL WITH PIPE INTO 4.

EQUAL.

THERMOPLASTIC VULCANIZATE, PART NO. JP636 OR APPROVED

CONTINUOUS RETROFIT WATERSTOP EARTH SHIELD 3.

APPROVED EQUAL.

WATERSTOP PIPE RING FITTING, PART NO. JP320LC1 OR

PIPE WATERSTOP EARTH SHIELD THERMOPLASTIC VULCANIZATE 2.

REMAIN MUST BE IN GOOD SOUND CONDITION.

A WATERSTOP (DO NOT OVERCUT AT CORNERS). CONCRETE TO

SURFACE FOR OF THE WATERSTOP. CORNERS MUST ALLOW FOR

PERPENDICULAR TO THE DAM FACE TO PROVIDE A SMOOTH

EQUAL. SAW CUT EDGES OF EXCAVATED CONCRETE

THERMOPLASTIC VULCANIZATE, PART NO. JP320L OR APPROVED

CONTINUOUS RETROFIT WATERSTOP EARTH SHIELD 1.

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