Attachment 2 - Contract Drawings Boat Ramp and ADA Parking.pdf

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US Army Corps of Engineers

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

PITTSBURGH DISTRICT

ALLEGHENY RIVER BASIN

KINZUA DAM AND ALLEGHENY RESERVOIR

BOAT RAMP AND ADA PARKING

W911WN-21-B-8006

MAY 2021

US Army Corps of Engineers ®

PENNSYLVANIA ONE CALL SYSTEM, INC.

CALL 10 BUSINESS DAYS BEFORE YOU DIG!

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

APPROVED BY:

CHIEF, ENGINEERING & CONSTRUCTION DIVISION

APPROVAL RECOMMENDED BY:

CHIEF, NAVIGATION DESIGN BRANCH

SUBMITTED BY:

CHIEF, CIVIL DESIGN SECTION

THIS PROJECT WAS DESIGNED BY THE PITTSBURGH DISTRICT OF THE U.S. ARMY CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT

DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

SUBMITTED BY:

PROJECT ENGINEER

PROJECT

LOCATION

/S/ MATTHEW P. ROTHER, P.E. /S/ MARK C. JONES, P.E.

/S/ STEPHEN J. NAPOTNIK /S/ STEPHEN R. STOLTZ, P.E.

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CONTRACT DRAWINGS

SHEET ID NO. DRAWING TITLE

GENERAL

G-001 COVER SHEET

G-002 INDEX SHEET

G-003 ABBREVIATIONS

G-101 GENERAL SITE LAYOUT AND CONTRACTOR WORK LIMITS

CIVIL

CS101 SITE LAYOUT PLAN - BOAT RAMP

CS102 SITE LAYOUT PLAN - ADA PARKING

C-201 PROFILE - BOAT RAMP

C-301 SECTIONS - BOAT RAMP

C-302 SECTIONS - ADA PARKING

CG101 GRADING AND DRAINAGE PLAN - BOAT RAMP

CG102 GRADING AND DRAINAGE PLAN - ADA PARKING

C-501 SITE DETAILS SHEET 1 OF 4

C-502 SITE DETAILS SHEET 2 OF 4

C-503 SITE DETAILS SHEET 3 OF 4

C-504 SITE DETAILS SHEET 4 OF 4

EROSION AND SEDIMENT CONTROL

X-101 EROSION AND SEDIMENTATION CONTROL PLAN - BOAT RAMP

X-102 EROSION AND SEDIMENTATION CONTROL PLAN - ADA PARKING

X-501 EROSION AND SEDIMENTATION CONTROL NOTES AND DETAILS SHEET 1 OF 2

X-502 EROSION AND SEDIMENTATION CONTROL DETAILS SHEET 2 OF 2

REFERENCE DRAWINGS

038-U1-12/144.2

KINZUA DAM - ALLEGHENY RIVER - BIG BEND DEVELOPMENT-PHASE II ROADS AND

PARKING PLAN AND PROFILES - SHEET 3 OF X - "AS-BUILT" - 28 JULY 1972

038-U1-12/173

KINZUA DAM - ALLEGHENY RIVER - BIG BEND DEVELOPMENT-PHASE II PLANTING

PLAN AND SCHEDULES

038-U1-12/201.1

KINZUA DAM - ALLEGHENY RIVER - BOAT LAUNCHING IMPROVEMENTS BOAT

LAUNCHING RAMP, CURBING AND CONCRETE JOINT DETAILS - "AS-BUILT" - 18 APRIL

038-U1-12/202.1

KINZUA DAM - ALLEGHENY RIVER - BOAT LAUNCHING IMPROVEMENT COURTESY

TERRACE AND SIDEWALK DETAILS - "AS-BUILT" - 18 APRIL 1997

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ABBREVIATIONS

L ANGLE

A/C AIR CONDITIONING

A/C UNIT AIR CONDITIONING UNIT

AB ANCHOR BOLT

ABV ABOVE

AC ALTERNATING CURRENT

ACC ACCESSIBLE

ACI AMERICAN CONCRETE INSTITUTE

ACR ACRYLIC PLASTIC

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACSR ALUMINUM CABLE STEEL REINFORCED

ACST ACOUSTIC

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT OF 1990

ADDM ADDENDUM

ADH ADHESIVE

ADJ ADJACENT, ADJOINING, ADJUSTABLE

ADO AUTOMATIC DOOR OPERATOR

AFF ABOVE FINISHED FLOOR

AGGR AGGREGATE

AHR ANCHOR

AHU AIR HANDLING UNIT

AI AREA INLET

AIC AMPERE INTERRUPTING CAPACITY

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

A.L. ACTIVE LEAF

ALT ALTERNATE

ALUM ALUMINUM

AMB AMBIENT

AMP AMPERE

ANOD ANODIZE

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPD APPROVED

APPROX APPROXIMATE

ARCH ARCHITECT

ARI AMERICAN REFRIGERATION INSTITUTE

ASB ASBESTOS

ASC ABOVE SUSPENDED CEILING

ASPH ASPHALT

ATC ACOUSTICAL TILE CEILING

AUTO AUTOMATIC

AVG AVERAGE

AWG AMERICAN WIRE GAUGE

AWT ACOUSTICAL WALL TREATMENT

BB BULLETIN BOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BEJ BRICK EXPANSION JOINT

BEV BEVEL

BITUM BITUMINOUS

BJT BED JOINT

BL BUILDING LINE

BLDG BUILDING

BLW BELOW

BM BENCHMARK

BO BOTTOM OF

BOT BOTTOM

BP BACK PLASTER(ED)

BRCG BRACING

BRDG BRIDGING

BRG BEARING

BRG PL BEARING PLATE

BRK BRICK

BRKT BRACKET

BRZ BRONZE

BS BOTH SIDES

BSMT BASEMENT

Btu BRITISH THERMAL UNIT

BtuH BTU PER HOUR

BTWN BETWEEN

BUR BUILT-UP ROOFING

BW BOTH WAYS

CAB CABINET

CAP CAPACITY

CB CATCH BASIN

CCT CUBICLE CURTAIN TRACK

CCTV CLOSED CIRCUIT TELEVISION

CE COVER ELEVATION

CEM CEMENT

CEM PLAS CEMENT PLASTER

CER CERAMIC

CFI CONDUCTIVE FLOORING

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CG CORNER GUARD

CH BD CHALKBOARD

CHFR CHAMFER

CHIM CHIMNEY

CHK CHECK

CHR PL CHROME PLATED

CI CAST IRON

CI CURB INLET

CIP CAST-IN-PLACE

CIRC CIRCULAR

CJ CONTROL JOINT

CJ CONSTRUCTION JOINT

CKT CIRCUIT

CKT BRKR CIRCUIT BREAKER

CL CENTER LINE

CLG CEILING

CLG HT CEILING HEIGHT

CLGL CLEAR GLASS

CLL CONTRACT LIMIT LINE

CLO CLOSET

CLOS CLOSURE

CLR CLEAR(ANCE)

CLWG CLEAR WIRED GLASS

cm CENTIMETER(S)

CMP CORRUGATED METAL PIPE

CMPST COMPOSITE

CMU CONCRETE MASONRY UNIT

CND CONDUIT

CNL CONDUCTIVE NEOPRENE LATEX

CNR CORNER

CNTR COUNTER

CO CLEANOUT

CO2 CARBON DIOXIDE

COL COLUMN

COM COMMON

COMB COMBUSTION

COMPT COMPARTMENT

CONC CONCRETE

CONN CONNECT

CONSTR CONSTRUCTION

CONT CONTINUE

CONTR CONTRACTOR

CORR CORRIDOR

COV COVER

CPRS COMPRESSIBLE

CPT CARPET

CRCMF CIRCUMFERENCE

CRES CORROSIVE RESISTANT STEEL

CRG CROSS GRAIN

CRS COURSE(S)

CS CAST STONE

CSK COUNTERSUNK

CSMT CASEMENT

CT CERAMIC TILE

CT CURRENT TRANSFORMER

C TO C CENTER TO CENTER

CTR CENTER

CU CONDENSING UNIT

Cu COPPER

CU FT CUBIC FEET

CUH CABINET UNIT HEATER

CU YD CUBIC YARDS

CV CEILING VENT

CVH CONDUCTIVE VINYL HOMOGENEOUS (SHEET TYPE)

CW COLD WATER

CYL CYLINDER

d PENNY (AS IN NAIL - 10D)

D DEGREE OF CURVATURE

DAT DATUM

DB DRY BULB

DBL DOUBLE

DBL ACT DR DOUBLE ACTING DOOR

DCJ DOWELED CONTROL JOINT

DCJT DUMMY CONTROL JOINT

DEG DEGREE

DEMO DEMOLITION

DEPR DEPRESSION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DH DOUBLE HUNG

DH DUCT HEATER

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISC DISCONNECT

DISP DISPENSER

DISTR PNL DISTRIBUTION PANEL

DIV DIVISION

DL DEAD LOAD

DMPF DAMPPROOFING

DMPR DAMPER

DMT DEMOUNTABLE

DN DOWN

DR DOOR

DR DRAIN

DRB DRAINBOARD

DR CL DOOR CLOSER

DS DOUBLE STRENGTH (GLASS)

DS DOWNSPOUT

DT DRAIN TILE

DVTL DOVETAIL

DWG DRAWING

DWLS DOWELS

DWR DRAWER

DWTR DUMBWAITER

DX DIRECT EXPANSION

E EAST

E EASTING

EA EACH

EAT ENTERING AIR TEMPERATURE

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION - GRADE OR BUILDING

ELEC ELECTRIC

EM EXPANDED METAL

EMD ESTIMATED MAXIMUM DEMAND

EMER EMERGENCY

ENCL ENCLOSE(URE)

ENTR ENTRANCE, ENTERING

EP ELECTRICAL PANELBOARD

EPRF EXPLOSION PROOF

EPY EPOXY COATING

EQ EQUAL

EQUIP EQUIPMENT

ESCAL ESCALATOR

EST ESTIMATE(D)

EWC ELECTRIC WATER COOLER

EWT ENTERING WATER TEMPERATURE

EXC EXCAVATE

EXH EXHAUST

EXH A EXHAUST AIR

EXST EXISTING

EXP EXPANSION

EXP EXPOSED

EXP BT EXPANSION BOLT

EXT EXTERIOR

F FAHRENHEIT

FA FIRE ALARM

FA FRESH AIR

FAC FIRE APPARATUS CLOSET

FAI FRESH AIR INTAKE

F BRK FIRE BRICK

FC FOOT CANDLE

FC BRK FACE BRICK

FCG FACING

FCJ FLOOR CONSTRUCTION JOINT

FCO FLOOR CLEANOUT

FCU FAN COIL UNIT

FD FLOOR DRAIN

FDMPR FIRE DAMPER

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEB FIRE EXTINGUISHER BRACKET

FEC FIRE EXTINGUISHER CABINET

FF FACTORY FINISH

FGL FIBERGLASS

FH FIRE HYDRANT

FH FLAT HEAD

FHC FIRE HOSE CABINET

FHMS FLAT HEAD MACHINE SCREW

FHR FIRE HOSE RACK

FHS FIRE HOSE STATION

FHWS FLAT HEAD WOOD SCREW

FIG FIGURE

FIN FINISH

FIN FLR FINISH FLOOR

FIXT FIXTURE

FJT FLUSH JOINT

FLASH FLASHING

FLR FLOOR

FLEX FLEXIBLE

FLG FLOORING

FLR PL FLOOR PLATE

FLUOR FLUORESCENT

FN FENCE

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FP FIRE PARTITION

FP FIREPROOF

FPM FEET PER MINUTE

FR FIRE RESISTANT

FR FRAME

FRG FORGED

FRMG FRAMING

FRT FIRE-RETARDANT

FS FULL SIZE

FSTNR FASTEN(ER)

FT FEET

FTG FOOTING

FURG FURRING

FUT FUTURE

FW FIRE WATER

FWC FABRIC WALL COVERING

G NATURAL GAS

GA GAGE

GAL GALLON(S)

GALV GALVANIZED

GALV STL GALVANIZED STEEL

GB GRAB BAR

GC GENERAL CONTRACTOR

GEN GENERAL

GF GROUND FACE

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GFE GOVERNMENT-FURNISHED EQUIPMENT

GFE/CI GOVERNMENT-FURNISHED EQUIPMENT CONTRACTOR INSTALLED

GI GALVANIZED IRON

GIP GALVANIZED IRON PIPE

GKT GASKET(ED)

GL GLASS

GL BLK GLASS BLOCK

GLF GLASS FIBER

GLZ GLAZING

GLZ CMU GLAZED CONCRETE MASONRY UNITS

G GROUND

GOVT GOVERNMENT

GPM GALLONS PER MINUTE

GPT GYPSUM TILE

GRAN GRANITE

GR LN GRADE LINE

GRTG GRATING

GST GLAZED STRUCTURAL TILE

GSU GLAZED STRUCTURAL UNITS

GT GROUT

GWT GLAZED WALL TILE

GYP GYPSUM

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

HB HOSE BIBB

HC HOLLOW CORE

HCD HALON CONTAINMENT DAMPER

HCP HANDICAPPED

HD HEAD

HD HEAVY DUTY

HDBD HARDBOARD

HD JT HEAD JOINT

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HES HIGH EARLY-STRENGTH CEMENT

HEX HEXAGON

HH HANDHOLE

HK HOOK(S)

HM HOLLOW METAL

HNDRL HANDRAIL

HORIZ HORIZONTAL

HP HIGH PRESSURE

HP HORSEPOWER

HPT HIGH POINT

HR HOUR

HS HIGH STRENGTH

HSGYP HIGH-STRENGTH GYPSUM PLASTER

HSKPG HOUSEKEEPING

HT HEIGHT

HTG HEATING

HTR HEATER

HVAC HEATING, VENTILATING AND AIR CONDITIONING

HYDR HYDRAULIC

Hz HERTZ

IC INTERCOM

ID INSIDE DIAMETER

IESNA ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICA

ILK INTERLOCK

IN INCH

INCIN INCINERATOR

INCL INCLUDED

INSF INSULATING FILL

INSUL INSULATION

INT INTERIOR

INTM INTERMEDIATE

INV INVERT

IP IRON PIPE

IPS IRON PIPE SIZE

I.P.S. INSIDE PIPE SIZE

JAN CLO JANITOR’S CLOSET

J-BOX JUNCTION BOX

JCT JUNCTION

JST JOIST

JT JOINT

KIP KILOPOUND (1000 POUNDS)

KIT KITCHEN

KOP KNOCKOUT PANEL

KPL KICKPLATE

km KILOMETER kV KILOVOLTS kVA KILOVOLT AMPERES kVAR KILOVOLT AMPERES REACTIVE kW KILOWATT

KWY KEYWAY

L CURVE LENGTH

LAB LABORATORY

LAD LADDER

LAM LAMINATE

LAT LEAVING AIR TEMPERATURE

LAU LAUNDRY

LAV LAVATORY

LB LAG BOLT

LB POUND

LBL LABEL

LBR LUMBER

LC LIGHT CONTROL

LD LOAD

LDG LOADING

LG LENGTH

LH LEFT HAND(ED)

LIN LINEAR

LKR LOCKER

LL LIVE LOAD

LLD LEAD-LINED DOOR

LM LUMEN

LMST LIMESTONE

LNTL LINTEL

LONG LONGITUDINAL

LP LIGHTPROOF

LPD LIGHTPROOF DOOR

LPL LIGHTPROOF LOUVER

LPT LOW POINT

LR LIVING ROOM

LS LAWN SPRINKLER

LT LIGHT

LT WT LIGHTWEIGHT

LTG LIGHTING

LTNG LIGHTNING

LVR LOUVER

LWC LIGHTWEIGHT CONCRETE

LWT LEAVING WATER TEMPERATURE

m METER(S)

M&B MATCHED AND BEADED

MACH MACHINE

MAS MASONRY

MATL MATERIAL(S)

MAX MAXIMUM

MB MACHINE BOLTS

MBR MEMBER

MC MEDICINE CABINET

MCJ MASONRY CONTROL JOINT

MCO METAL-CASED OPENING

MDS METAL DIVIDER STRIP

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MED MEDIUM

MEMB MEMBRANE

MES METAL EDGE STRIP

MFD METAL FLOOR DECKING

MFG MANUFACTURING

MFR MANUFACTURER

MG MOTOR GENERATOR

MGT MATTE-GLAZED TILE

MH MANHOLE

MI MALLEABLE IRON

MIN MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

ML METAL LATH

ML MONOLITHIC

MLDG MOULDING

MLWK MILLWORK

mm MILLIMETER(S)

MNIC MATERIAL NOT IN CONTRACT (INSTALLATION BY CONTRACTOR)

MO MASONRY OPENING

MOD MODULAR

MOD. MODIFIED

MOT MOTOR

MP MOVABLE PARTITION

MR MOP RECEPTOR

MRB MARBLE BASE

MRD METAL ROOF DECKING

MS MACHINE SCREWS

MT METAL THRESHOLD

MT MOUNT

MTD MOUNTED

MTFR METAL FURRING

MTL METAL

MVBL MOVABLE

MULL MULLION

N NORTH

N NORTHING

NAT NATURAL

NC NORMALLY CLOSED

NEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

Ni NICKEL

NIC NOT IN CONTRACT

NL NAILABLE

N.L. NEOPRENE LATEX

NM NONMETALLIC

NO NORMALLY OPEN

NO NUMBER

NOM NOMINAL

NR NOISE REDUCTION

NRC NOISE REDUCTION COEFFICIENT

N’’REQD NOT REQUIRED

NTS NOT TO SCALE

OA OUTSIDE AIR

OBSC OBSCURE

OBW OBSERVATION WINDOW

OC ON CENTER

OCEW ON CENTER EACH WAY

OD OUTSIDE DIAMETER

OFC OFFICE

OGL OBSCURE GLASS

OH OVERHEAD

OHMS OVALHEAD MACHINE SCREW

OHWS OVALHEAD WOOD SCREW

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OPS OPERATIONS

OS & Y OUTSIDE SCREW AND YOKE

OWGL OBSCURE WIRED GLASS

P POLE

PA PUBLIC ADDRESS

PAR PARALLEL

PB PANIC BAR

PBD PARTICLE BOARD

PBS PUSH BUTTON STATION

PC POINT OF CURVATURE

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCP CEMENT PLASTER (PORTLAND)

PD PAVEMENT DRAIN

PED PEDESTAL

PERF PERFORATE(D)

PERIM PERIMETER

PH PHASE

PHAR PHARMACY

PI POINT OF INTERSECTION

PIPU PREFAB ISOLATION POWER UNIT

PIV POST INDICATING VALVE

PL PLATE

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLAT PLATFORM

PLBG PLUMBING

PLF POUNDS PER LINEAR FOOT

PLG PILING

PL GL PLATE GLASS

PLYWD PLYWOOD

PNL PANEL

PT PAINT(ED)

PT POINT OF TANGENCY

POL POLISHED

PORC PORCELAIN

PORT PORTABLE

PPGL POLISHED PLATE GLASS

PPM PARTS PER MILLION

PR PAIR

PREFAB PREFABRICATE(D)

PREFIN PREFINISHED

PREFMD PREFORMED

PRKG PARKING

PROJ PROJECT

PRV PRESSURE-REGULATING VALVE

PS PIPE SPACE

P.S. PRESSED STEEL

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PNEUMATIC TUBE

PT. POINT

PT CONC POST-TENSIONED CONCRETE

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PTR PAPER TOWEL RECEPTACLE

PV PAVED

PVC POLYVINYL CHLORIDE

PVG PAVING

PW PASS WINDOW

QT QUARRY TILE

QT. QUART

QTR QUARTER

1/4 RND QUARTER ROUND

QTY QUANTITY

R RADIUS

R RANGE

R RISER

RA RETURN AIR

RAB RABBETED

RA GR RETURN AIR GRILLE

RAR RETURN AIR REGISTER

RB RUBBER BASE, RESILIENT BASE

RBL RUBBLE STONE

RBR RUBBER

RC REMOTE CONTROL

RCP REINFORCED CONCRETE PIPE

RCVR RECEIVER

RD ROOF DRAIN

RDG INS RIGID INSULATION

RECPT RECEPTACLE

REC ROOM RECREATION ROOM

RECT RECTIFIER

REF REFERENCE

REFL REFLECT

REFR REFRIGERATION

REG REGISTER

REG REGLET

REINF REINFORCE

REM REMOVE(ABLE)

REQD REQUIRED

RESIL RESILIENT

RET RETURN

REV REVISION

RFG ROOFING

RH RELATIVE HUMIDITY

RH RIGHT HAND

RH ROOF HATCH

RK RACK

RLG RAILING

RM ROOM

RND ROUND

RO ROUGH OPENING

ROW RIGHT OF WAY

RP RETRACTABLE PARTITION

RPM REVOLUTIONS PER MINUTE

RPRT RAISED PATTERN RUBBER TILE

RTF RUBBER TILE FLOOR

RVS REVERSE

RVT RIVET

RWC RAINWATER CONDUCTOR

S SOUTH

SA SUPPLY AIR

SB SPLASH BLOCK

S.B. SECURITY BARS

SC SOLID CORE

SCHED SCHEDULE

SCRN SCREEN

SCT STRUCTURAL CLAY TILE

SD STORM DRAIN

SDI STEEL DOOR INSTITUTE

SECT SECTION

SEQ SEQUENCE

SFGL SAFETY GLASS

SFTU STRUCTURAL FACING TILE UNIT

SFU STRUCTURAL FACING UNIT

SG SHEET GLASS

SHLDR SHOULDER

SHT SHEET

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJI STEEL JOIST INSTITUTE

SKLT SKYLIGHT

SLNT SEALANT

SLV SLEEVE

SM SHEET METAL

SMS SHEET METAL SCREWS

SOV SHUT OFF VALVE

SPC SPACER

SPCL SPECIAL

SPD SOUNDPROOF DOOR

SPEC SPECIFICATION

SPF SOUNDPROOF

SP FIN SPECIAL FINISH

SPH SPACE HEATER

SPKR SPEAKER

SQ SQUARE

SQHD SQUARE HEAD

S&R SHELF AND ROD

S.R. STATE ROUTE

SS SERVICE SINK

SS STANDING SEAM (ROOF)

SST STAINLESS STEEL

STA STATION

STD STANDARD

STG SEATING

STL STEEL

STOR STORAGE

ST PR STATIC PRESSURE

STR STRINGER

STRUCT STRUCTURAL

STWY STAIRWAY

SUB FL SUBFLOOR

SUSP SUSPENDED

SV SHEET VINYL

SW SWITCH

SWBD SWITCHBOARD

SYMM SYMMETRICAL

SYNTH SYNTHETIC

SYS SYSTEM

T TREAD

T TANGENT LENGTH

TAN TANGENT

TB TOWEL BAR

TC TERRA COTTA

TEL TELEPHONE

TEMP TEMPERATURE

TEMP TEMPORARY

TER TERRAZZO

TERM TERMINAL

T&G TONGUE AND GROOVE

TGL TOGGLE

TH TRUSS HEAD

THK THICK(NESS)

THRES THRESHOLD

TK BD TACKBOARD

TKS TACKSTRIP

TO TOP OF

TOL TOLERANCE

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TOS TOP OF STEEL

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TPTN TOILET PARTITION

TRANS TRANSOM

TRANS TRANSVERSE

TSTAT THERMOSTAT

TV TELEVISION

TYP TYPICAL

UC UNIT COOLER

UGND UNDERGROUND

UH UNIT HEATER

UL UNDERWRITERS LABORATORIES

UNEX UNEXCAVATED

UNFIN UNFINISHED

UPS UNINTERRUPTABLE POWER SUPPLY

UR URINAL

UTIL UTILITY

UV UNIT VENTILATOR

V VOLT

VAR VARNISH

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VCT VITRIFIED CLAY TILE

VD VAULT DOOR

VENT VENTILATOR(TION)

VERT VERTICAL

VEST VESTIBULE

VF VINYL FABRIC

VG VERTICAL GRAIN

VH VINYL HOMOGENEOUS

VJ V-JOINT(ED)

VNR VENEER

VOL VOLUME

VR VAPOR RETARDER

VRM VERMICULITE

VS VENT STACK

V.T. VOLTAGE TRANSFORMER

VTR VENT THRU ROOF

VWC VINYL WALL COVERING

W WEST

W/ WITH

WB WET BULB

WBL WOOD BLOCKING

WC WATER CLOSET

W/C WHEELCHAIR

WCO WOOD-CASED OPENING

WD WOOD

WD WOOD DOOR

WDSP WASTE DISPOSER

WDW WINDOW

WF WIDE FLANGE

WGL WIRED GLASS

WH WALL HUNG

WH WATER HEATER

WHB WHEEL BUMPER

WHM WATT-HOUR METER

WI WROUGHT IRON

WKSH WORK SHOP

WM WIRE MESH

W/O WITHOUT

WP WATERPROOF(ING)

WP WEATHERPROOF

WP WORKING POINT

WR WASTE RECEPTACLE

WRB WARDROBE

WS WATERSTOP

W.S. WASTE STACK

WSCT WAINSCOT

WT WEIGHT

WTH WIDTH

W/W WALL TO WALL

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

WWR WELDED WIRE REINFORCEMENT

XFMR TRANSFORMER

YD YARD

YD YARD DRAIN

DEFLECTION ANGLE

ALLEGHENY

RIVER

P

O

W

E

R

H

O

U

I

V

E

K

I

N

Z

U

R

M

A

I

N

T

E

N

A

N

A

D

B

O

U

N

H

C

E

A

D

CONTRACTOR

WORK LIMITS

CONTRACTOR

WORK LIMITS

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

I T

T E

D

B

Y

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

I S

S U

E

D

A T

E

S I Z

E

M A

R K

D E

S C

R I P

T I O

N D

A T

E

SHEET ID

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

SCALE: 1" = 80'

GENERAL SITE PLAN

A1

80' 160'0

PLAN

NORTH

LEGEND

CONTRACTOR WORK LIMITS

S

N

A P

O T

N I K

K

M

C N

I E

R N

E Y

R

F

E R

G U

S O

N

M

R

O T

H E

R

G E

N E

R A

L

S

I T

E

L

A Y

O U

T

A

N

T R

A C

T O

R

W

O R

K

L

I M

I T

S

G-101

P I T

T S

B U

R G

H

D

I S

T R

I C

T

L I B

E R

E

N U

E

P I T

T S

B U

R G

H

P

A

M A

Y

A N

S I

D

W W

N B

A L L E

G H

E N

Y

R

I V

S

I N

K I N

Z U

A

D

L E

G H

E N

Y

R

E S

E R

V O

I R

B O

M

P

A

R

K I N

G

C E

R T

I F

I E

D

F

I N

C

U M

E N

T

1. THE EXISTING POWERHOUSE DRIVE AND PARKING LOT WILL BE OPEN TO LOCAL

TRAFFIC DURING CONSTRUCTION ACTIVITIES.

2. THE CONTRACTOR MAY USE THE DESIGNATED PARKING / LAYDOWN AREAS, AS

SHOWN ON THIS SHEET, FOR VEHICLE PARKING, STAGING, OR CONSTRUCTION

AND LAYDOWN STORAGE.

3. THE CONTRACTOR SHALL MAINTAIN TRAFFIC AND PARKING TO THE PUBLIC IN THE

PARKING LOT, UNLESS OTHERWISE SPECIFIED OR UNLESS OTHERWISE APPROVED

BY THE CONTRACTING OFFICER OR THEIR REPRESENTATIVE.

CONTRACTOR WORK LIMITS NOTES

1. FOR GENERAL PROJECT ABBREVIATIONS NOT DEFINED ON THIS SHEET, SEE

SHEET G-003.

GENERAL NOTES

F

L

W

PROPOSED ACCESS

DRIVE TO TIE-IN TO

EXISTING PARKING LOT

EXISTING

BUILDING

EXISTING

PARKING LOT

EXISTING

PARKING LOT

EXISTING

PARKING LOT

P

O

W

E

R

H

O

U

S

E

D

R

I

V

E

ALLEGHENY

RIVER

K

I

N

Z

A

D

S

R

PC STA: 0+07.22

PI STA: 0+46.10

PT STA: 0+84.02

Δ: 22°00'00.00" RT

D: 28°38'52.40"

R: 200.00'

T: 76.32'

L: 76.79'

PC STA: 3+59.13

PI STA: 4+22.13

PT STA: 4+71.56

Δ: 64°25'08.64" RT

D: 57°17'44.81"

R: 100.00'

T: 106.60'

L: 112.43'

CONTRACTOR

WORK LIMITS

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

C

F

C

F

C

F

C

F

C

F

C

F

C

F

C

F

C

F

C

F

C

F

C

F

PROPOSED CONTRACTOR

PARKING / LAYDOWN AREA

PROTECT BUILDING

DURING CONSTRUCTION

E

X

I S

T

I

G

U

N

C

E

S

S

A

S

P

H

A

V

E

M

E

N

T

R

R

E

N

E D

G E

-O F

-W A

T E

R

E

D

G

E

O

F

W

A

T

E

R

EXISTING

CONC. PAVEMENT

A15

C-503

PROPOSED

GUIDE RAIL

BEGIN

STA: 0+00.00

N: 612910.97

E: 1624388.74

END

STA: 5+00.00

N: 612599.51

E: 1624732.42

F9

C-502

PROPOSED MILL

AND OVERLAY

K13

C-502

PROPOSED ROAD

PAVEMENT

G2

C-503

PROPOSED

'DO NOT ENTER'

SIGN (R5-1)

F3

C-502

PROPOSED

TREE

F3

C-502

PROPOSED

TREE

EXISTING TREE

(TO BE REMOVED

BY GOVERNMENT)

G2

C-503

PROPOSED

'DO NOT ENTER'

SIGN (R5-1)

L2

C-503

PROPOSED

'ONE WAY'

SIGN (R6-2L)

EXISTING VEGETATION

(REMOVE)

EXISTING VEGETATION

(REMOVE)

EXISTING WATER LINE

(APPROXIMATE LOCATION)

CONTRACTOR TO

PROTECT WATER

LINE DURING

CONSTRUCTION

EXISTING COMMUNICATIONS

LINE(S) (APPROXIMATE LOCATION)

CONCRETE PAVEMENT TO BE

REMOVED AND REPLACED IN

KIND.

A6

C-502

PROPOSED SAWCUT

AND PAVEMENT SEAL

G7

C-503

PROPOSED CONC.

PAVEMENT

A6

C-502

PROPOSED SAWCUT

AND PAVEMENT SEAL

MATCH EXISTING

SIDEWALK WIDTH

C11

C-503

PROPOSED PAVED

WALKING TRAIL

11'

F3

C-502

PROPOSED

TREE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

I T

T E

D

B

Y

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

I S

S U

E

D

A T

E

S I Z

E

M A

R K

D E

S C

R I P

T I O

N D

A T

E

SHEET ID

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

SCALE: 1" = 30'

SITE LAYOUT PLAN

A1

30' 60'0

PLAN

NORTH

RIGHT-OF-WAY LINE

LEGEND

CONTRACTOR WORK LIMITS

1. ALL GRAYED BACK TEXT CALLOUTS REFER TO EXISTING FEATURES.

2. FOR GENERAL PROJECT ABBREVIATIONS NOT DEFINED ON THIS SHEET, SEE

SHEET G-003.

3. ADJUSTMENTS TO PLAN BASED ON FIELD CONDITIONS WHICH DIFFER FROM

THOSE PRESENTED ON THIS DRAWING WILL REQUIRE CONTRACTING

OFFICER OR THEIR REPRESENTATIVE'S APPROVAL BEFORE

IMPLEMENTATION.

4. REFER TO SHEET CG101, FOR THE GRADING AND DRAINAGE PLAN.

5. REFER TO SHEET X-101, FOR THE LIMITS OF EROSION AND SEDIMENT

CONTROL BMP PLACEMENT.

6. COORDINATE TABLE PROVIDED FOR BIDDING PURPOSES ONLY.

CONTRACTOR TO VERIFY ACTUAL LAYOUT WITH THE CONTRACTING OFFICER

OR THEIR REPRESENTATIVE IN THE FIELD PRIOR TO IMPLEMENTATION.

GENERAL NOTES

PROPERTY LINE(S)

S

N

A P

O T

N I K

K

M

C N

I E

R N

E Y

R

F

E R

G U

S O

N

M

R

O T

H E

R

S I T

E

L

A Y

O U

T

P

L A

N

B

O A

T

R

A M

P

CS101

P I T

T S

B U

R G

H

D

I S

T R

I C

T

L I B

E R

E

N U

E

P I T

T S

B U

R G

H

P

A

M A

Y

A N

S I

D

W W

N B

A L L E

G H

E N

Y

R

I V

S

I N

K I N

Z U

A

D

L E

G H

E N

Y

R

E S

E R

V O

I R

B O

M

P

A

R

K I N

G

C E

R T

I F

I E

D

F

I N

C

U M

E N

T

PROPOSED EDGE OF PAVEMENT

EXISTING EDGE OF PAVEMENT

PROPOSED CENTERLINE OF CHANNEL

PROPOSED GUIDERAIL

C/F

EXISTING COMMUNICATIONS LINE(S) (APPROXIMATE LOCATION)

W

EXISTING WATER LINE (APPROXIMATE LOCATION)

PROPOSED PAVED WALKING TRAIL

PROPOSED CONCRETE REPLACEMENT

PROPOSED BOAT RAMP PAVING

PROPOSED MILL AND OVERLAY

FLOW

EXISTING TREE LINE

EXISTING TREE

CONTRACTOR

WORK LIMITS

P

O

W

E

R

H

O

U

S

E

D

R

I V

E

KINZUA ROAD

(S.R.0059)

ALLEGHENY

RIVER

E X

IS

TIN

G

A C

C E

S S

D R

IV

E

C

F

C

F

C

F

C

F

C

F

C

F

C

F

C

F

C /F

C /F

C

F

C

F

C

F

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

EXISTING

SIGN

EXISTING GUIDE RAIL

EXISTING GUIDE RAIL

C/F C/F

C/F C/F C/F C/F C/F

E

E

E E E E E E E E E E E E E E E E E E

UTILITY

POLE

UTILITY

POLE

E

EXISTING

LIGHT

EXISTING

SIGN

E X

IS

T

IN

G

G U

ID

E

R A

IL

E

X

I S

T

I

L

K

I

A

I L

EXIS

TIN

G W

ALKIN

G TRAIL

EXISTING

4" STEEL

CASING 40 LF

EXISTING 4" STEEL

CASING 40 LF

EXISTING WATER LINE

(APPROXIMATE LOCATION)

EXISTING COMMUNICATIONS LINE(S)

(APPROXIMATE LOCATION)

EXISTING

SIGN

EXISTING

SIGN

EXISTING

SIGN

EXISTING

SIGN

TO WARREN

TO MAINTENANCE

BUILDINGS

U

N

C

H

W

A

L

K

W

A

Y

D9

C-504

PROPOSED

5' WIDE PAVED

WALKING TRAIL

A9

C-504

PROPOSED

ADA PARKING AREA

E

D

G

E

O

F W

A

T E

R

E

D

G

E

O

F

W

A

T

E

R

KINZUA ROAD

(S.R.0059)

CONTRACTOR TO

PROTECT WATER

LINE DURING

CONSTRUCTION

CONTRACTOR TO

PROTECT

COMMUNICATIONS

LINE(S) DURING

CONSTRUCTION

LOCATION OF

RELOCATED SIGNS

EXISTING SIGNS

TO BE RELOCATED

STA: 0+50.83

N: 612882.6810

E: 1623547.3367

STA: 0+00.00

N: 612933.13

E: 1623551.91

E X

IS

T

IN

G

W

IL

D

L

IF

E

V

IE

W

IN

G

P L A

T F

O

R M

A15

C-504

PROPOSED

ADA PARKING

PAINT MARKING

5' X 5' MIN. LEVEL

LANDING PAD

A4

C-504

PROPOSED ADA

STEEL HAND RAIL

ADA PARKING AREA

COORDINATE TABLE (NAD 83)

POINT

DESCRIPTION

ADA PARKING

AREA

ADA PARKING

AREA

ADA PARKING

AREA

ADA PARKING

AREA

ADA WALKWAY

ADA WALKWAY

NORTHING

612886.7577

612869.3838

612882.9789

612900.3528

612905.1789

612891.5838

EASTING

1623571.9499

1623576.6559

1623626.8472

1623622.1413

1623620.8340

1623570.6427

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

SCALE: 1" = 20'

SITE LAYOUT PLAN - AWARDABLE OPTION 1

A1

20' 40'0

PLAN

NORTH

PROPERTY LINE(S)

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

I T

T E

D

B

Y

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

I S

S U

E

D

A T

E

S I Z

E

M A

R K

D E

S C

R I P

T I O

N D

A T

E

SHEET ID

RIGHT-OF-WAY LINE

LEGEND

CONTRACTOR WORK LIMITS

S

N

A P

O T

N I K

K

M

C N

I E

R N

E Y

R

F

E R

G U

S O

N

M

R

O T

H E

R

S I T

E

L

A Y

O U

T

P

L A

N

A

R

K I N

G

CS102

P I T

T S

B U

R G

H

D

I S

T R

I C

T

L I B

E R

E

N U

E

P I T

T S

B U

R G

H

P

A

M A

Y

A N

S I

D

W W

N B

A L L E

G H

E N

Y

R

I V

S

I N

K I N

Z U

A

D

L E

G H

E N

Y

R

E S

E R

V O

I R

B O

M

P

A

R

K I N

G

C E

R T

I F

I E

D

F

I N

C

U M

E N

T

1. ALL GRAYED BACK TEXT CALLOUTS REFER TO EXISTING FEATURES.

2. FOR GENERAL PROJECT ABBREVIATIONS NOT DEFINED ON THIS SHEET, SEE

SHEET G-003.

3. ADJUSTMENTS TO PLAN BASED ON FIELD CONDITIONS WHICH DIFFER FROM

THOSE PRESENTED ON THIS DRAWING WILL REQUIRE CONTRACTING

OFFICER OR THEIR REPRESENTATIVE'S APPROVAL BEFORE

IMPLEMENTATION.

4. REFER TO SHEET CG102, FOR THE GRADING AND DRAINAGE PLAN.

5. REFER TO SHEET X-102, FOR THE LIMITS OF EROSION AND SEDIMENT

CONTROL BMP PLACEMENT.

6. COORDINATE TABLE PROVIDED FOR BIDDING PURPOSES ONLY.

CONTRACTOR TO VERIFY ACTUAL LAYOUT WITH THE CONTRACTING OFFICER

OR THEIR REPRESENTATIVE IN THE FIELD PRIOR TO IMPLEMENTATION.

GENERAL NOTES

EXISTING GUIDERAIL

PROPOSED EDGE OF PAVEMENT

PROPOSED PARKING LOT COORDINATE LABEL

EXISTING EDGE OF PAVEMENT

PROPOSED PAINT MARKINGS

C/F

EXISTING COMMUNICATIONS LINE (APPROXIMATE LOCATION)

E E

EXISTING OVERHEAD ELECTRIC LINE (APPROXIMATE LOCATION)

W

EXISTING WATER LINE (APPROXIMATE LOCATION)

PROPOSED PAVED WALKING TRAIL

PROPOSED ADA PARKING AREA

FLOW

BOAT RAMP IMPROVEMENTS

1.00%

.0

1.00%

P V

I

S

T A

E L

P V

I

S

T A

E L

L 90.00'

P V

C

S

T A

E L

P V

T

S

T A

E L

G1 10.00%

G2 1.00% e 1.01'

L 90.00'

P V

C

S

T A

E L

P V

T

S

T A

E L

G1 1.00%

G2 10.00% e 1.01'

-0+25

0+00

0+25

0+50

0+75

1+00

1+25

1+50

1+75

2+00

2+25

2+50

2+75

3+00

3+25

3+50

3+75

4+00

4+25

4+50

4+75

5+00 5+25

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

HOIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 30'

PROFILE - BOAT RAMP IMPROVEMENTS

A1

30' 60'0

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

I T

T E

D

B

Y

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

I S

S U

E

D

A T

E

S I Z

E

M A

R K

D E

S C

R I P

T I O

N D

A T

E

SHEET ID

S

N

A P

O T

N I K

K

M

C N

I E

R N

E Y

R

F

E R

G U

S O

N

M

R

O T

H E

R

P R

O F

I L

E

B

O A

T

R

A M

P

C-201

P I T

T S

B U

R G

H

D

I S

T R

I C

T

L I B

E R

E

N U

E

P I T

T S

B U

R G

H

P

A

M A

Y

A N

S I

D

W W

N B

A L L E

G H

E N

Y

R

I V

S

I N

K I N

Z U

A

D

L E

G H

E N

Y

R

E S

E R

V O

I R

B O

M

P

A

R

K I N

G

C E

R T

I F

I E

D

F

I N

C

U M

E N

T

EXISTING GRADE (NOT SURVEYED)

LEGEND

PROPOSED FINISHED GRADE

AREA OF PROPOSED FILL

BOAT RAMP IMPROVEMENTS

STA. 0+25

0 10 20 30 40 50 60 70 800-10-20-30

BOAT RAMP IMPROVEMENTS

STA. 0+50

0 10 20 30 40 50 60 70 800-10-20-30

BOAT RAMP IMPROVEMENTS

STA. 0+75

0 10 20 30 40 50 60 700-10-20-30-40-50

BOAT RAMP IMPROVEMENTS

STA. 1+00

0 10 20 30 40 50 600-10-20-30-40-50

BOAT RAMP IMPROVEMENTS

STA. 1+25

0 10 20 30 40 500-10-20-30-40-50

BOAT RAMP IMPROVEMENTS

STA. 1+50

0 10 20 30 40 50 600-10-20-30-40-50-60

BOAT RAMP IMPROVEMENTS

STA. 1+75

0 10 20 30 40 50 60 70 800-10-20-30-40-50-60

BOAT RAMP IMPROVEMENTS

STA. 2+00

0 10 20 30 40 50 60 700-10-20-30-40-50-60

BOAT RAMP IMPROVEMENTS

STA. 2+25

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

BOAT RAMP IMPROVEMENTS

STA. 2+50

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

BOAT RAMP IMPROVEMENTS

STA. 2+75

0 10 20 30 40 50 600-10-20-30-40-50-60-70

BOAT RAMP IMPROVEMENTS

STA. 3+00

0 10 20 30 40 50 600-10-20-30-40-50-60-70-80

BOAT RAMP IMPROVEMENTS

STA. 3+25

0 10 20 30 40 500-10-20-30-40-50-60-70-80

BOAT RAMP IMPROVEMENTS

STA. 3+50

0 10 20 30 40 500-10-20-30-40-50-60-70-80-90

BOAT RAMP IMPROVEMENTS

STA. 3+75

0 10 20 30 400-10-20-30-40-50-60-70-80

BOAT RAMP IMPROVEMENTS

STA. 4+00

0 10 20 30 400-10-20-30

BOAT RAMP IMPROVEMENTS

STA. 4+25

0 10 20 300-10-20-30

BOAT RAMP IMPROVEMENTS

STA. 4+50

0 10 20 300-10-20-30

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

HOIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 30'

SECTION - BOAT RAMP IMPROVEMENTS

A1

30' 60'0

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

I T

T E

D

B

Y

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

I S

S U

E

D

A T

E

S I Z

E

M A

R K

D E

S C

R I P

T I O

N D

A T

E

SHEET ID

S

N

A P

O T

N I K

K

M

C N

I E

R N

E Y

R

F

E R

G U

S O

N

M

R

O T

H E

R

S E

C T

I O

O A

T

R

A M

P

C-301

P I T

T S

B U

R G

H

D

I S

T R

I C

T

L I B

E R

E

N U

E

P I T

T S

B U

R G

H

P

A

M A

Y

A N

S I

D

W W

N B

A L L E

G H

E N

Y

R

I V

S

I N

K I N

Z U

A

D

L E

G H

E N

Y

R

E S

E R

V O

I R

B O

M

P

A

R

K I N

G

C E

R T

I F

I E

D

F

I N

C

U M

E N

T

EXISTING GRADE (NOT SURVEYED)

LEGEND

ADA PARKING EXPANSION SECTION A-A

ADA PARKING EXPANSION SECTION B-B

-0+25

0+00

0+25

0+50

0+75 1+00

-0+25

0+00

0+25

0+50

0+75

1+00 1+25

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

HOIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 30'

SECTION - ADA PARKING EXPANSION

A1

30' 60'0

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

I T

T E

D

B

Y

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

I S

S U

E

D

A T

E

S I Z

E

M A

R K

D E

S C

R I P

T I O

N D

A T

E

SHEET ID

S

N

A P

O T

N I K

K

M

C N

I E

R N

E Y

R

F

E R

G U

S O

N

M

R

O T

H E

R

S E

C T

I O

R

K I N

G

C-302

P I T

T S

B U

R G

H

D

I S

T R

I C

T

L I B

E R

E

N U

E

P I T

T S

B U

R G

H

P

A

M A

Y

A N

S I

D

W W

N B

A L L E

G H

E N

Y

R

I V

S

I N

K I N

Z U

A

D

L E

G H

E N

Y

R

E S

E R

V O

I R

B O

M

P

A

R

K I N

G

C E

R T

I F

I E

D

F

I N

C

U M

E N

T

EXISTING GRADE (NOT SURVEYED)

LEGEND

EXISTING

BUILDING

EXISTING

PARKING LOT

EXISTING

PARKING LOT

EXISTING

PARKING LOT

P

O

W

E

R

H

O

U

S

E

D

R

I

V

E

ALLEGHENY

RIVER

K

I

N

Z

A

D

S

R

PROPOSED PIPE 3

15" HDPE

CONTRACTOR

WORK LIMITS

PROPOSED PIPE 2

15" HDPE

PROPOSED CB2

TG: 1203.68

INV IN/OUT: 1200.66

PROPOSED CB1

TG: 1205.47

INV IN/OUT: 1202.45

S

A

N

EXISTING

SANITARY MH 12

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

EXISTING

SANITARY MH

S

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

S D

S D

S D

S D

S D

S D

S D

S D

S D

C

F

C

F

C

F

C

F

C

F

C

F

C

F

C

F

C

F

C

F

C

F

C

F

S

D

S

D

S

D

PROPOSED PIPE 4

REMOVE EXISTING 15" CMP

AND REPLACE WITH NEW

15" HDPE. MATCH EXISTING

INVERTS.

S

D

E

X

I S

T

I

U

N

C

E

S

S

A

S

P

H

A

V

E

M

E

N

T

R

R

E

N

E D

G E

-O F

-W A

T E

R

E

D

G

E

O

F

W

A

T

E

R

EXISTING

CONC. PAVEMENT

A7

C-502

PROPOSED EMBANKMENT

BENCHING AND TOE KEY

EXISTING CB

INV.: 1235.0

A16

X-502

PROPOSED

RIPRAP APRON

A16

C-501

PROPOSED

TYPE D ENDWALL

INV.: 1200.00

EXISTING CB

INV.: 1236.6

B2

C-502

PROPOSED

PENNDOT TYPE M

INLET (TYP.)

E13

C-501

PROPOSED

STORMWATER

MANHOLE

E

X

I S

T

I N

G

P

I P

E

H16

X-502

PROPOSED

CHANNEL 1

EXISTING AREA OF

FLOWABLE FILL

EXISTING AREA OF

FLOWABLE FILL

E X

I S

T I N

G

P

I P

E

EXISTING WATER LINE

(APPROXIMATE LOCATION)

A2

C-502

PROPOSED CONC.

ENCASEMENT

CONTRACTOR TO

PROTECT WATER

LINE DURING

CONSTRUCTION

EXISTING COMMUNICATIONS

LINE(S) (APPROXIMATE LOCATION)

PROPOSED MH1

RIM: 1220.16

INV OUT: 1215.16

INV IN: SEE NOTE 4

PROPOSED

PIPE 1

15" HDPE

MATCH EXISTING

GRADE

MATCH EXISTING GRADE

REMOVE EXISTING 15" CMP FROM MH1 TO DISCHARGE

POINT AND REPLACE WITH NEW 15" HDPE FROM MH1 TO CB1

MATCH EXISTING GRADE

MATCH EXISTING GRADE

MATCH WALKING

TRAIL GRADE TO

PROPOSED ROAD

GRADE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

I T

T E

D

B

Y

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

I S

S U

E

D

A T

E

S I Z

E

M A

R K

D E

S C

R I P

T I O

N D

A T

E

SHEET ID

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

SCALE: 1" = 30'

GRADING AND DRAINAGE PLAN

A1

30' 60'0

PLAN

NORTH

EXISTING MAJOR CONTOUR (5' INTERVALS) (NOT SURVEYED)

EXISTING MINOR CONTOUR (1' INTERVALS) (NOT SURVEYED)

RIGHT-OF-WAY LINE

LEGEND

CONTRACTOR WORK LIMITS

PROPOSED MAJOR CONTOUR (5' INTERVALS)

PROPOSED MINOR CONTOUR (1' INTERVALS)

1. ALL GRAYED BACK TEXT CALLOUTS REFER TO EXISTING FEATURES.

2. FOR GENERAL PROJECT ABBREVIATIONS NOT DEFINED ON THIS SHEET, SEE

SHEET G-003.

3. ADJUSTMENTS TO PLAN BASED ON FIELD CONDITIONS WHICH DIFFER FROM

THOSE PRESENTED ON THIS DRAWING WILL REQUIRE CONTRACTING

OFFICER OR THEIR REPRESENTATIVE'S APPROVAL BEFORE

IMPLEMENTATION.

4. MH1 SHALL BE LOCATED OVER AND CONNECTED TO THE 15" EXISTING PIPE

AS SHOWN. INVERT OUT OF MANHOLE MAY NEED TO BE LOWERED TO

PROVIDE POSITIVE DRAINAGE FROM EXISTING PIPE TO PROPOSED PIPE.

5. REFER TO SHEET CS101, FOR THE SITE LAYOUT PLAN.

6. REFER TO SHEET X-101, FOR THE LIMITS OF EROSION AND SEDIMENT

CONTROL BMP PLACEMENT.

GENERAL NOTES

PROPERTY LINE(S)

S

N

A P

O T

N I K

K

M

C N

I E

R N

E Y

R

F

E R

G U

S O

N

M

R

O T

H E

R

G R

A D

I N

G

A

A

I N

A G

E

P

L A

N

B

O A

T

R

A M

P

CG101

P I T

T S

B U

R G

H

D

I S

T R

I C

T

L I B

E R

E

N U

E

P I T

T S

B U

R G

H

P

A

M A

Y

A N

S I

D

W W

N B

A L L E

G H

E N

Y

R

I V

S

I N

K I N

Z U

A

D

L E

G H

E N

Y

R

E S

E R

V O

I R

B O

M

P

A

R

K I N

G

C E

R T

I F

I E

D

F

I N

C

U M

E N

T

PROPOSED EDGE OF PAVEMENT

PROPOSED CENTERLINE OF CHANNEL

PROPOSED GUIDERAIL

PROPOSED TOE KEY BENCH LOCATION

EXISTING EDGE OF PAVEMENT

C/F

EXISTING COMMUNICATIONS LINE(S) (APPROXIMATE LOCATION)

W

EXISTING WATER LINE (APPROXIMATE LOCATION)

SD

EXISTING STORMWATER CULVERT (APPROXIMATE LOCATION)

SD PROPOSED STORMWATER CULVERT

FLOW

CONTRACTOR

WORK LIMITS

P

O

W

E

R

H

O

U

S

E

D

R

I V

E

KINZUA ROAD

(S.R.0059)

ALLEGHENY

RIVER

E X

IS

TIN

G

A C

C E

S S

D R

IV

E

EXISTING

SEPTIC ACCESS

(APPROXIMATE

LOCATION)

EXISTING

SEPTIC ACCESS

(APPROXIMATE

LOCATION)

EXISTING

SEPTIC ACCESS

(APPROXIMATE

LOCATION)

EXISTING

SEPTIC ACCESS

(APPROXIMATE

LOCATION)

EXISTING

SANITARY MH 15

S

S

S

S

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

EXISTING

SANITARY MH 14

C

F

C

F

C

F

C

F

C

F

C

F

C

F

C

F

C /F

C /F

C

F

C

F

C

F

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

EXISTING INLET

RIM: 1239.02

INV IN: 1239.12 (12" HDPE)

INV OUT: 1236.52 (18" UNKOWN)

EXISTING

SIGN

EXISTING GUIDE RAIL

EXISTING GUIDE RAIL

C/F C/F

C/F C/F C/F C/F C/F

E

E

E E E E E E E E E E E E E E E E E E

UTILITY

POLE

UTILITY

POLE

E

EXISTING

LIGHT

EXISTING

SIGN

E X

IS

T

IN

G

G U

ID

E

R A

IL

E

X

I S

T

I

L

K

I

A

I L

P

EXISTING

SANITARY MH 13

S

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

EXIS

TIN

G W

ALKIN

G TRAIL

EXISTING

4" STEEL

CASING 40 LF

EXISTING 4" STEEL

CASING 40 LF

EXISTING WATER LINE

(APPROXIMATE LOCATION)

EXISTING SANITARY SEWER

(APPROXIMATE LOCATION)

EXISTING SEPTIC FIELD

(APPROXIMATE LOCATION)

EXISTING COMMUNICATIONS LINE(S)

(APPROXIMATE LOCATION)

EXISTING

SIGN

EXISTING

SIGN

EXISTING

SIGN

EXISTING

SIGN

TO WARREN

TO MAINTENANCE

BUILDINGS

U

N

C

H

P

E

D

G

E

O

F W

A

T E

R

E

D

G

E

O

F

W

A

T

E

R

KINZUA ROAD

(S.R.0059)

CONTRACTOR TO

PROTECT WATER

LINE DURING

CONSTRUCTION

CONTRACTOR TO

PROTECT

COMMUNICATIONS

LINE(S) DURING

CONSTRUCTION

M

A

T

X

I

S

T

I

A

D

E

M

A

T

X

I S

T

I N

G

G

R

A

D

E

E X

IS

T

IN

G

W

IL

D

L

IF

E

V

IE

W

IN

G

P L A

T F

O

R M

PROPOSED CUT

@ 5:1 SLOPE

A1

C-302

A1

C-302

5' X 5' MIN. LEVEL

LANDING PAD

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

SCALE: 1" = 20'

GRADING AND DRAINAGE PLAN - AWARDABLE OPTION 1

A1

20' 40'0

PLAN

NORTH

PROPOSED MAJOR CONTOUR (5' INTERVALS)

PROPOSED MINOR CONTOUR (1' INTERVALS)

1. ALL GRAYED BACK TEXT CALLOUTS REFER TO EXISTING FEATURES.

2. FOR GENERAL PROJECT ABBREVIATIONS NOT DEFINED ON THIS SHEET, SEE

SHEET G-003.

3. ADJUSTMENTS TO PLAN BASED ON FIELD CONDITIONS WHICH DIFFER FROM

THOSE PRESENTED ON THIS DRAWING WILL REQUIRE CONTRACTING

OFFICER OR THEIR REPRESENTATIVE'S APPROVAL BEFORE

IMPLEMENTATION.

4. REFER TO SHEET CS102, FOR THE SITE LAYOUT PLAN.

5. REFER TO SHEET X-102, FOR THE LIMITS OF EROSION AND SEDIMENT

CONTROL BMP PLACEMENT.

GENERAL NOTES

PROPERTY LINE(S)

PROPOSED EDGE OF PAVEMENT

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

I T

T E

D

B

Y

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

I S

S U

E

D

A T

E

S I Z

E

M A

R K

D E

S C

R I P

T I O

N D

A T

E

SHEET ID

EXISTING MAJOR CONTOUR (5' INTERVALS) (NOT SURVEYED)

EXISTING MINOR CONTOUR (1' INTERVALS) (NOT SURVEYED)

RIGHT-OF-WAY LINE

LEGEND

CONTRACTOR WORK LIMITS

S

N

A P

O T

N I K

K

M

C N

I E

R N

E Y

R

F

E R

G U

S O

N

M

R

O T

H E

R

G R

A D

I N

G

A

A

I N

A G

E

P

L A

N

A

R

K I N

G

CG102

P I T

T S

B U

R G

H

D

I S

T R

I C

T

L I B

E R

E

N U

E

P I T

T S

B U

R G

H

P

A

M A

Y

A N

S I

D

W W

N B

A L L E

G H

E N

Y

R

I V

S

I N

K I N

Z U

A

D

L E

G H

E N

Y

R

E S

E R

V O

I R

B O

M

P

A

R

K I N

G

C E

R T

I F

I E

D

F

I N

C

U M

E N

T

EXISTING GUIDERAIL

EXISTING EDGE OF PAVEMENT

C/F

EXISTING COMMUNICATIONS LINE (APPROXIMATE LOCATION)

E E

EXISTING OVERHEAD ELECTRIC LINE (APPROXIMATE LOCATION)

W

EXISTING WATER LINE (APPROXIMATE LOCATION)

SD

EXISTING STORMWATER CULVERT (APPROXIMATE LOCATION)

SD PROPOSED STORMWATER CULVERT

1. ALL PROPOSED GRADING FOR PARKING AND WALKWAY SURFACES SHALL BE

NO GREATER THAN 2% UNLESS OTHERWISE INDICATED.

SHEET NOTES

FLOW

MANHOLE ASSEMBLY

MANHOLE COVER

AND FRAME

TOP SLAB

INSIDE DIAMETER

PIPE

OPENING

P

I

P

E

DIAMETER OF BOTTOM SLAB

FINISHED GRADE

ELEVATION

ACCESS OPENING

DIAMETER 24" MIN.

TO 30" MAX.

E

R A

L L

S

T R

U C

T U

I G

H T

M

I N

M

A X

M A

X

B A

C

T I O

N

MANHOLE

P

I

P

E

PIPE

OPENING

TOP OF PIPE

OPENING

TOP OF PIPE

OPENING

TOP OF PIPE

M

I N

B O

T T

A

B

ROADWAY

SUBGRADE

R O

A D

W A

Y

P A

V E

M E

N T

S T

R U

C T

U R

E

M I N

NON-SKIDSURFACE

CLASS A CEMENT CONCRETE

FORMED TO CHANNEL FLOW,

SEE FIELD CONSTRUCTION

NOTE 5 ON SHEET 1

TOP OF MANHOLE

M

A X

TOE

(IF REQUIRED)

STEPS

(TYP.)

M

I N

1" MIN.

4" MIN.

PRECAST CONCRETE

GRADE ADJUSTMENT RING

(AS REQUIRED)

R I S

C

T I O

N

R I S

C

T I O

N

J

I N

T

D

E P

R

R I S

C

T I O

N

I N

T

D

E P

R

R I S

C

T I O

N

FOR TYPE 4 MANHOLE

INSIDE FACE

WALL

THICKNESS

LEVEL

(SEE GENERAL NOTE 11 ON SHEET 1)

WEEPHOLE DETAIL

MANHOLE

1'-0"

MIN. (TYP.)

MANHOLE SUBBASE PREPARATION DETAIL

COMPACTED NO. 2A

COARSE AGGREGATE

1'-0" MIN. THICKNESS

2"| FORMED WEEPHOLE

NOTES:

1. COST OF NO. 57 COARSE AGGREGATE

AND GEOTEXTILE IS INCIDENTAL TO THE

MANHOLE.

2. COST OF NO. 2A COARSE AGGREGATE IS

INCIDENTAL TO THE MANHOLE.

1/2 CU. YD. OF NO. 57 COARSE

AGGREGATE AT EACH WEEPHOLE

WRAPPED IN GEOTEXTILE, CLASS 1

[PUB 408, SECTION 1001.3 (c) & (d)]

TOE

(IF REQUIRED)

A1

CG101 SCALE: NOT TO SCALE

STORMWATER MANHOLE DETAILS

E13

4'-0" INSIDE

DIAMETER

TOP SLAB DIAMETER

= 4' - 10"

℄ MANHOLE

℄ MANHOLE

CIRCULAR OPENING

24" MIN. TO 30" MAX.

NOTES:

1. THE FINAL INSTALLED TOP SURFACE OF INLET AND GRATE

SHALL BE FLUSH WITH ADJACENT FINISHED GRADE.

2. CONSTRUCTION SHALL BE PRECAST IN ONE OR MULTIPLE

SECTIONS.

3. THE NUMBER AND LOCATION OF PIPE OPENINGS SHALL BE

AS SHOWN IN THE PLANS.

4. ADJUSTMENTS TO PLAN BASED ON FIELD CONDITIONS

WHICH DIFFER FROM THOSE PRESENTED ON THIS

DRAWING WILL REQUIRE CONTRACTING OFFICER OR

THEIR REPRESENTATIVE'S APPROVAL BEFORE

IMPLEMENTATION.

TYPE M FRAME

(CAST IRON SHOWN)

GRATE (STRUCTURAL

STEEL SHOWN)

INLET BOX

INLET BOX

CONCRETE TOP UNIT - TYPE M INLET BOX WITH TYPE M FRAME

GRADE ADJUSTMENT

RING

GRADE ADJUSTMENT

RING

TYPE M

CONCRETE

TOP UNIT

STANDARD

BOX

SECTION A-A

SECTION B-B

STRUCTURAL STEEL GRATE

A A

B

B

A1

CG101 SCALE: NOT TO SCALE

PENNDOT STANDARD INLET BOX WITH TYPE "M" FRAME

B2

3/4" x 2 1/2"

PERIMETER BAR,

4 REQ'D.

1 15/16" CLR.

(AT ENDS)

1 1/2"

1 5/8" CLR.

(TYP. EXCEPT AT ENDS)

3/4" (TYP.)

47 3/4"

3/8"x1 1/2"x15/8"

SPACER BAR TYP.

EXCEPT AT ENDS

22 BEARING BARS AT

2" C TO C TYP.

3/8"x3 1/2"x25" BAR

(SEE SECTION B-B)

T

Y P

47 3/4"

M

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T

Y P

6" MIN. TYP.

3'-9 1/4"

BEARING BAR

PERIMETER BAR

3/4" PERIMETER BAR

SPACER BARS

BEARING BAR

3/4" PERIMETER BAR

1 1/2"

1"

26 1/2"

25"

20"

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PIPE OPENING (OUTSIDE DIAMETER)

INSIDE FACE = 46-1/4" MAX.

OUTSIDE FACE = 47-1/4" MAX.

5'

12"

SIDE VIEW

FRONT ELEVATION VIEW

PLAN VIEW

A1

CG101 SCALE: NOT TO SCALE

TYPE D ENDWALL DETAIL

A16

NOTE:

1. ENDWALLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF PENNDOT

PUBLICATION 408 SPECIFICATIONS, SECTION 605, 606 AND 714, LATEST EDITION.

2. ALL DIMENSIONS, CONCRETE AND REINFORCING PER PENNDOT 408, LATEST EDITION.

5'

6"6"

PROVIDE 1 LAYER OF

REINFORCEMENT BARS

0.12 SQUARE IN. / LN.FT.

EACH WAY

#4 BARS @ 12" C TO C (TYP)

EACH WAY TOP AND BOTTOM

RIGID PIPE (96" OR LESS)

SCALE: NOT TO SCALE

TYPICAL PIPE TRENCHING DETAIL

K3

MIN. EXCAVATED TRENCH WIDTH

O.D.=18" ON EACH SIDE

PLACE UNCOMPACTED

SUITABLE MATERIAL

OVER PIPE. BACKFILL SIDES

AND COMPACT. CONTINUE

EMBANKMENT.

M

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AASHTO #57 STONE

PENNDOT 2A

COMPACT TO

NON-MOVEMENT

SUITABLE MATERIAL OR

PENNDOT 2A COARSE

AGGREGATE (SEE NOTE 1)

GREATER THAN 4'SHALLOW FILLS 4' AND LESS

SUITABLE MATERIAL OR

PENNDOT 2A COARSE

AGGREGATE (SEE NOTE 1)

O

D

AASHTO #57 STONE

PENNDOT 2A

COMPACT TO

NON-MOVEMENT

SUBGRADE

ELEVATION

M

A X

1. SUITABLE MATERIAL SHALL CONTAIN NO DEBRIS, ORGANIC MATTER, FROZEN MATERIAL OR LARGE

STONES WITH A DIAMETER GREATER THAN 2” IN SIZE AND SHALL BE IN ACCORDANCE WITH

PENNDOT PUBLICATION 408, SECTION 601.3 (f) 3. IF PENNDOT 2A IS USED, PLACE COARSE

AGGREGATE IN A 5” LOOSE LAYERS AND COMPACT TO NON-MOVEMENT.

2. COMPACT TOP 3 FT OF SUBGRADE TO 100% IN ACCORDANCE WITH SPECIFICATIONS. COMPACT

SUITABLE MATERIAL TO MINIMUM 97% SPD.

NOTES:

MIN. EXCAVATED TRENCH WIDTH

O.D.=18" ON EACH SIDE

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AutoCAD SHX Text 15"

MILL AND REMOVE EXISTING BITUMINOUS

PAVEMENT TO A DEPTH OF 1.5"

PLACE AND COMPACT 1.5" SUPERPAVE

HMA 9.5MM WEARING COURSE

EXISTING AGGREGATE SUBBASE

EXISTING SUBGRADE

SEED AND MULCH DISTURBED AREAS

TACK COAT

NOTES:

1. THIS DETAIL IS TYPICAL FOR THE MILL AND PAVEMENT REPLACEMENT

TO BE CONSTRUCTED IN THE EXISTING PARKING AREA.

2. CLEAN ALL VERTICAL BITUMINOUS PAVEMENT EDGES AND PAINT WITH

PG 64S-22 BINDER.

3. EXISTING BINDER COURSE SHALL BE SWEPT CLEAN PRIOR TO

APPLYING THE TACK COAT AND WEARING COURSE.

4. ALL EXPOSED JOINTS WHERE NEW BITUMINOUS PAVEMENT IS IN

CONTACT WITH THE EXISTING BITUMINOUS PAVEMENT SHALL BE

NEATLY SEALED WITH AN ASPHALT SEALANT 6" WIDE AND CENTERED

ON THE SEAM.

A1

CS101 SCALE: NOT TO SCALE

TYPICAL MILL AND PAVEMENT REPLACEMENT

F9

EXISTING BITUMINOUS PAVEMENT

EXISTING GRADE

M

A X

10' MIN. OPERATING

WIDTH FOR CONSTRUCTION

5% SLOPE

PROPOSED SUBGRADE

BENCHING (TYP)

5%

6" SOLID PVC

COLLECTION PIPE(S)

@ 150' O.C. (MAX.)

M

I N

2:1 BACKSLOPE TO

BONDING BENCH

A1

CG101 SCALE: NOT TO SCALE

TYPICAL SECTION - EMBANKMENT BENCHING AND TOE KEY

A14

TOE KEY / BONDING BENCH NOTES

1. TOE BENCHES SHALL BE CONSTRUCTED IN COMPETENT MATERIAL TO

THE MINIMUM DEPTH REQUIRED. ADDITIONAL DEPTHS MAY BE REQUIRED

IN FIELD DEPENDING UPON THE STABILITY OF SUBGRADE MATERIAL. AT

THE REQUEST OF THE CONTRACTING OFFICER, PERFORM TESTS PITS

AND PROOFROLLING OF THE TOE BENCH SUBGRADE TO EVALUATE THE

SUBGRADE CONDITIONS. REMOVE UNSTABLE SOILS AND EXTEND THE

DEPTH OF THE TOE KEY AS REQUESTED BY THE CONTRACTING OFFICER.

PROVIDE A HORIZONTAL (ALONG THE LENGTH OF THE TOE BENCH)

GRADE OF AT LEAST 2% TO ALLOW WATER TO DRAIN TO LOW POINTS

FOR OUTLET (SEE DRAINAGE LOCATION IN TABLE.)

2. AFTER FILLING TO THE TOP OF FIRST BENCH FROM THE BOTTOM OF THE

SLOPE, EXCAVATE TRENCH AND INSTALL 6" PERFORATED DRAINS AS

INDICATED. CONSTRUCT DRAINS IN ACCORDANCE WITH THE

PERFORATED DRAIN DETAIL. PROVIDE 6" SOLID DRAINAGE PIPE TO

COLLECT WATER FROM 6" BENCH DRAINS. OUTLET SOLID PIPE AT

LOCATIONS INDICATED.

3. IF BONDING BENCHES ARE REQUIRED, BONDING BENCHES SHALL BE

EMBEDDED A MINIMUM OF 2 FEET BELOW THE NATIVE/ORIGINAL GROUND

SURFACE EXCEPT WHERE NOTED. ADJUST THE HEIGHT OF THE BONDING

BENCH TO ACCOMMODATE THE 2 FOOT MINIMUM EMBEDMENT DEPTH.

4. PROVIDE A 20H:1V SLOPE ON ALL BENCH BOTTOMS IN THE DIRECTION

SHOWN TO DIRECT SEEPAGE.

5. TERMINATE BONDING BENCHES WHEN THE NATIVE SLOPES ARE FLATTER

THAN 5H:1V OR WHERE BENCHES REACH THE CREST OF SLOPE.

6. THE CONTRACTOR IS RESPONSIBLE FOR SAFETY OF EXCAVATIONS,

INCLUDING SEQUENCING OF BENCHING OPERATIONS, AND SLOPES PER

OSHA 29CFR 1926.650 REQUIREMENTS, TO ALLOW THE APPROPRIATE

ENGINEERING EVALUATIONS. THIS MAY REQUIRE STARTING EXCAVATION

AT THE MID-HEIGHT OF THE BONDING BENCHES TO REMOVE THE SLOPE

OVERBURDEN THAT COULD SLIDE INTO THE SUBSEQUENT TOW BENCH

EXCAVATION.

10' MIN.

6" PERFORATED HDPE PIPE, SET AT BASE

OF TOE KEY BENCH, DAYLIGHT TO GRADE

NO. 57 STONE (12" MIN. COVER)

WRAPPED IN GEOTEXTILE

5%

5%

PROPOSED STRUCTURAL

FILL 95% COMPACTION

STD. PROCTOR

PROPOSED FILL

SLOPE VARIES

(SEE PLAN)

EXISTING

GRADE

PROPOSED

CHANNEL

TAPERED

EDGE AT 45°

NOTES:

1. REMOVE TOPSOIL AND SOILS TO A FULL DEPTH OF 15.5".

2. CONSTRUCT THE ENTIRE WIDTH OF EXTENDED BITUMINOUS ROAD

STARTING AT LOCATIONS SHOWN ON THE CIVIL SITE PLANS.

3. ALL EXPOSED JOINTS WHERE NEW BITUMINOUS PAVEMENT IS IN

CONTACT WITH EXISTING BITUMINOUS PAVEMENT SHALL BE NEATLY

SEALED WITH AN ASPHALT SEALANT 6" WIDE AND CENTERED ON THE

SEAM.

17.5' TOTAL ROAD WIDTH

TACK COAT

A1

CS101 SCALE: NOT TO SCALE

TYPICAL ROAD PAVEMENT DETAIL

K13

1' SHOULDER

@ 6% SLOPE

3.5" SUPERPAVE HMA 19.00MM BASE COURSE

8" PENNDOT 2A COARSE AGGREGATE

1.5" SUPERPAVE HMA 9.5MM WEARING COURSE

EXCAVATE TO

A DEPTH OF 13"

GEOTEXTILE CLASS 4,

TYPE C

PROPOSED

EMBANKMENT

SEED AND MULCH

2.00% SLOPE

2.5' SHOULDER

@ 6% SLOPE

14' TRAVELWAY

2.00% SLOPE

PROPOSED

GUIDERAIL

EXISTING

GRADE

EXISTING

GRADE

PLANTING NOTES:

1. PROVIDE POSITIVE DRAINAGE UNDER ALL CIRCUMSTANCES. DRAINAGE

SHOULD BE FROM CENTER OF ROOT BALL TO PERIMETER OF ROOT

BALL. DO NOT ALLOW PONDING OF WATER UNDER ROOTBALL.

2. REMOVE TOP HALF OF WIRE BASKET AFTER PLACING ROOTBALL IN

PLANT PIT.

3. REMOVE ROPE TIES & TOP 1/3 OF BURLAP FROM ROOT BALL AFTER

PLANTING.

4. POLYPROPYLENE STRAPS MAY BE SUBSTITUTED IN LIEU OF WIRES,

ARBORTIE OR EQUIVALENT.

5. SEE PLANTING SCHEDULE AND PLANTING NOTES FOR ADDITIONAL

INFORMATION/REQUIREMENTS.

DO NOT CUT CENTRAL LEADER

GUY TREES 3" CAL. AND LARGER USE

30" STAKES DRIVEN BELOW GRADE.

(3 STAKES 120° APART)

0.5 IN. DIAM. PLASTIC HOSE

REMOVE ANY WRAPPING OR TAPE

EACH TREE MUST BE PLANTED SUCH THAT

THE TRUNK FLARE IS VISIBLE AT THE TOP

OF THE ROOT BALL. TREES WHERE THE TRUNK

FLARE IS NOT VISIBLE SHALL BE REJECTED.

DO NOT COVER THE TOP OF THE ROOT

BALL WITH SOIL.

COLORED FLAGS TO BE ATTACHED

TO WIRE MIN. 30" ABOVE FINISHED GRADE.

INTENT TO WARN OF TRIPPING HAZARD

PLANTING SCHEDULE

TREE CODE QTY. BOTANICAL NAME / COMMON NAME CONDITION SIZE

SI 5 CELEBRATION ACER X FREEMANII / CELEBRATION MAPLE B & B 2.5" CAL.

A1

CS101 SCALE: NOT TO SCALE

LANDSCAPE TREE PLANTING DETAIL

F3

2X ROOTBALL DIA.

FINISHED GRADE

DO NOT HEAVILY PRUNE THE TREE AT PLANTING.

PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANT

LEADERS, AND BROKEN OR DEAD BRANCHES. SOME

INTERIOR TWIGS AND LATERAL BRANCHES MAY BE

PRUNED; HOWEVER, DO NOT REMOVE THE TERMINAL

BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF

THE CROWN.

1:1 SLOPE ON SIDES

OF PLANTING HOLE.

TAMP SOIL UNDER

ROOTBALL TO STABILIZE TREE

UNEXCAVATED OR COMPACTED MOUND

UNDER THE ROOTBALL TO PREVENT

SETTLEMENT.

BACK FILL MIX

2/3 SITE SOIL

1/3 SOIL AMENDMENTS PER SOIL ANALYSIS

4" X 4" HIGH EARTH SAUCER

BEYOND EDGE OF ROOTBALL

ATTACH GUY WIRE AND HOSE

ABOVE FIRST BRANCH

STAKE TREES UNDER 3" CAL. USE

6' WOOD STAKES 3 PER TREE @ 120°

REMOVE ALL SOIL FROM TOP OF ROOTBALL

TO EXPOSE BOTTOM OF ROOT FLARE. SET

BASE OF ROOT FLARE 4" ABOVE FINISHED GRADE

3" MULCH AT 3'-4' RADIUS AROUND THE

TRUNK. DO NOT PLACE MULCH IN CONTACT

WITH TREE TRUNK. NO VOLCANO MULCHING.

BACKFILL TRENCH

AS REQUIRED

3000 PSI CONCRETE

ENCASEMENT

PVC/D.I. PIPE

UNDISTURBED EARTH

FINISHED GRADE

A1

CS101 SCALE: NOT TO SCALE

CONCRETE ENCASEMENT DETAIL

A2

6" MIN.

M I N

M I N

NOTE:

1. PROVIDE TACK COAT ALONG SAWCUT TO BIND EXISTING PAVEMENT TO

NEW PAVEMENT. FOR AREAS WITH PATCHING AND OVERLAY, PROVIDE

TACK COAT TO BIND EXISTING PAVEMENT WITH NEW ASPHALT.

2. THIS DETAIL APPLIES TO ALL AREAS WHERE PROPOSED PAVEMENT IS

INSTALLED ABUTTING EXISTING PAVEMENT, OR AS NOTED ON PLANS.

A1

CS101 SCALE: NOT TO SCALE

TYPICAL SAWCUT AND PAVEMENT JOINT

A6

LIMIT OF NEW

ASPHALT PAVEMENT

4" WIDE ASPHALT

EMULSION SEALANT

SAWCUT EXISTING PAVEMENT

TO CLEAN, NEAT, STRAIGHT LINE

WITH 4" (MIN.) NOTCH FOR

WEARING COURSE OVERLAP

WEARING COURSE

BINDER COURSE

AGGREGATE BASE

COMPACTED SUBGRADE

EXISTING PAVEMENT

SECTION

2" SUPERPAVE HMA 9.5MM WEARING COURSE

6"

TAPERED EDGE @ 45°

6" PENNDOT 2A

COMPACTED

SUBGRADE

EXISTING

GRADE

A1

CS101 SCALE: NOT TO SCALE

PAVED WALKING TRAIL DETAIL

C11

GEOTEXTILE CLASS 4, TYPE C

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E ⱡ USE L = 115 (4-1/2") FOR ALL RUBBING RAIL TO GUIDE RAIL POST CONNECTIONS

AND USE L = 255 (10") FOR ALL W-BEAM RAIL ELEMENT TO GUIDE RAIL POST AND

ROUTED OFFSET BRACKET CONNECTIONS.

Δ FOR FOUR (4) PANEL NESTED RAIL ELEMENT USE

2-1/8" SPLICE BOLT.

1-1/4" (TYP.)

L

C

4"

NOTE: ALL HOLES

ARE 3/4" DIA

UNLESS OTHERWISE

NOTED

2'

MIN.

L

C

1-1/4"

TYP.

POST

SIDE VIEW

(WITH WOOD OR

PLASTIC BRACKET)

SECTION A

13' - 6-1/2"

12' - 6"

12-1/2" LAP

4-1/4" 4-1/4"

1-31/32"

4-1/4" 4-1/4"

1-31/32"

6' - 3" FOR 2-S (TYP)

3' - 1-1/2" FOR 2-SC (TYP)

1' - 6-3/4" FOR 2-SCC (TYP)

12-1/4"

6-1/8"

L

C (SYMM)

3-1/4" 2-5/16"9/16"

SECTION B

5/16"

L ⱡ

7/32"

1-1/4"

9/16"

5/16"

7/32"

1-5/16" Δ

8"

6"

3/4"

6"

PLAN

3"

1-1/4"

SIDE FRONT

2'-0" MIN

4-1/4"

4-1/4"

2"

2"

I

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1/8"

M

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NUT

POST BOLT SPLICE BOLT

W6 X 8.5 OR 9.0 POST DETAILS W-BEAM RAIL ELEMENT

CONNECTOR/FASTENERS GUIDE RAIL - TERMINAL ENDROUTED OFFSET BRACKET

B

A

NOTE:

INCREASE EMBEDMENT DEPTH 1 FT

FOR SHOULDERS THAT EXTEND LESS

THAN 2' FROM BACK OF STEEL POST.

GUIDERAIL DETAIL NOTE:

1. GUIDERAIL SHALL BE PADOT TYPE 31 STRONG POST, IN CONFORMANCE WITH

PADOT STANDARDS FOR ROADWAY CONSTRUCTION RC-51M, LATEST EDITION

A1

CS101 SCALE: NOT TO SCALE

GUIDERAIL DETAILS

A15

6" R

(MIN.)

29/32" X 1-1/8" Δ

SLOTTED HOLES

FOR SPLICE BOLTS

3/4" X 2-1/2" Δ

SLOTTED HOLE

FOR POST BOLTS

3/4" DIA.

HOLE

5/8" X 24-5/16"

OVAL SHOULDER

5/8" X 5/16"

OVAL SHOULDER

RECESS 1/16"

DEEP X 1" DIA

RECESSED OR

CHAMFERED

GALV. STEEL,

2.77 (12 GA)

THICK

3/8" R

15/16" R

1-1/16"

ADJOINING

RAIL ELEMENT

3/4" X 2-1/2"

SLOTTED HOLES FOR

POST BOLTS (TYP)

2-9/32" X 1-1/8"

SLOTTED HOLES FOR

SPLICE BOLTS (TYP)

OPTIONAL HOLE

FOR RUB RAIL

STEEL

POST

ROUTED

OFFSET

BRACKET

2 OPTIONAL HOLES

IN OPPOSITE FLANGE

FOR MEDIAN BARRIER

APPLICATIONS

K8

C-503 SCALE: NOT TO SCALE

BREAK-AWAY CHANNEL POST DETAIL

N14

5/16" Ø STANDARD

GALVANIZED OR ZINC

PLATED SQUARE OR

HEX. HEAD MACHINE

BOLT WITH NUT

SIGN POST

E5

C-503

SEE BREAK-AWAY

CHANNEL POST

SCALE: NOT TO SCALE

TRAFFIC SIGN POST DETAIL

K8

3,500 PSI

CONC. BASE

FINISHED

GRADE

GALVANIZED

'U'-CHANNEL POST

(3 LBS. / FT.)

POST DEPTH BASED

ON MANUFACTURER'S

SPECIFICATIONS

12"

TRAFFIC SIGN POST NOTES:

1. ALL TRAFFIC CONTROL SIGNS, SIGN POSTS,

AND HARDWARE SHALL SATISFY THE

REQUIREMENTS SET FORTH IN PADOT

PUBLICATIONS 111M AND 408 AND MUTCD

STANDARDS.

2. FOR POST MOUNTING, USE NON-CORROSIVE

3/8" MACHINE BOLTS W/ WASHERS, 2 PER

SIGN.

3. ALL ACCESSIBLE PARKING SIGNAGE SHALL

BE INSTALLED WITH THE BOTTOM EDGE OF

THE LOWEST SIGN AT LEAST 84" ABOVE

FINISHED GRADE.

4. REFER TO BOLLARD DETAIL IN THE

CONSTRUCTION SET OF PLANS FOR

ADDITIONAL INFORMATION REGARDING

BOLLARD INSTALLATION.

SIGN NOTES:

1. THE VERTICAL LEFT ONE-WAY SIGN (R6-2L) SHALL BE

AUTHORIZED FOR USE ONLY WHEN LATERAL SPACE IS

LIMITED, IN LIEU OF THE HORIZONTAL LEFT ONE-WAY

SIGN (R6-1L).

2. THE STANDARD SIZE OF THE R6-2L SIGN FOR SINGLE

LANE CONVENTIONAL HIGHWAYS SHALL BE 24" X 30" FOR

POST-MOUNTED SIGNS. THE STANDARD SIZE FOR

OVERHEAD INSTALLATIONS AND MULTI-LANE

CONVENTIONAL HIGHWAYS SHALL BE 30" X 36". SEE

GENERAL NOTES FOR ADDITIONAL GUIDANCE.

3. LEGEND, ARROW AND BORDER TO BE BLACK

(NON-REFLECTORIZED)

4. BACKGROUND TO BE WHITE (REFLECTORIZED)

5. SEE STANDARD ARROW FOR DIMENSIONS OF

ARROWHEAD

ONE

WAY

1/64" J

H1/64"

C

D

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1/64" K

A1

CS101 SCALE: NOT TO SCALE

VERTICAL LEFT ONE-WAY SIGN (R6-2L)

L2

SIGN DIMENSIONS - IN.

SIGN SIZE

A X B

C D E F G H J K L MARGIN BORDER

BLANK

STD.

24" X 30" 3 6D 1.8 6 7.2 7.4 8.1 8 3 0.4 0.6 B5-3024

SIGN NOTES:

1. JUSTIFICATION. THE DO NOT ENTER SIGN (R5-1) SHALL

BE AUTHORIZED FOR USE TO PROHIBIT TRAFFIC FROM

ENTERING A RESTRICTED ROAD SECTION.

2. PLACEMENT. THE R5-1 SIGN SHOULD NORMALLY BE

MOUNTED ON THE RIGHT-HAND SIDE OF THE ROADWAY,

FACING TRAFFIC ENTERING THE ROADWAY OR RAMP IN

THE WRONG DIRECTION. HOWEVER, A SECOND SIGN ON

THE LEFT-HAND SIDE OF THE ROADWAY MAY BE

JUSTIFIED, PARTICULARLY WHERE TRAFFIC MAY BE

APPROACHING IN A TURN.

3. SIZE. THE STANDARD SIZE OF THE R5-1 SIGN SHALL BE

30" X 30" FOR SINGLE LANE CONVENTIONAL HIGHWAYS,

36" X 36" FOR MULTI-LANE CONVENTIONAL HIGHWAYS

AND EXPRESSWAYS, AND 48" X 48" FOR FREEWAYS.

4. NO. 1:

4.1. LEGEND: WHITE (REFLECTORIZED)

4.2. BACKGROUND: RED (REFLECTORIZED)

5. NO. 2:

5.1. BACKGROUND: WHITE (REFLECTORIZED)

A

A

DO NOT

ENTER

NO. 1

NO. 2

NO. 2

H 1/32"

1/64"J

B

C

D

E

D

C

B

SIGN DIMENSIONS - IN.

SIGN SIZE

A X A

B C D E F G H J

BLANK

STD.

30" X 30" 6.6 4D 1.9 5 14.6 12.4 9.9 7 B3-30

A1

CS101 SCALE: NOT TO SCALE

DO NOT ENTER SIGN (R5-1)

G2

F

G

6 X 6 - W2.9 X W2.9 WWF

6" AASHTO #57

COMPACTED

SUBGRADE

A1

CS101 SCALE: NOT TO SCALE

CONCRETE PAVEMENT FOR

REPLACEMENT AT BOAT RAMP

G7

GEOTEXTILE CLASS 4, TYPE C

6" CONCRETE

G7

C-503 SCALE: NOT TO SCALE

CONTROL JOINT DETAILS

A3

1" DIA. X 18" STEEL

DOWELS AT 24" CENTERS

METAL SLEEVE

6 X 6 - W2.9 X W2.9 WWF

1/2" TIE BAR AND CLIP

1/2" PREFORMED EXPANSION JOINT MATERIAL

THIS HALF RENDERED BONDLESS

C

L

3" 3"

1"

2"

1/8" SAWCUT (1-1/2" DEEP)

C

L

C O

N C

6 X 6 - W2.9 X W2.9 WWF

WHITE POLYSTYRENE PREFORMED

EXTRUDED JOINT CAP

M I N

CONTROL JOINT - TYPE 2

DOWELED CONTROL JOINT - TYPE 1

DETAIL VIEW

CONTROL JOINT - TYPE 3

(LONGITUDINAL JOINT)

6" ± 8" ±

1"

C

L

5/8" HOOK BOLTS

AT 24" CENTERS

SAW CUT FOR

3/8" JOINT SEAL

6 X 6 - W2.9 X W2.9 WWF

A

B

A3

C-503 SCALE: NOT TO SCALE

EXISTING CONCRETE PAVEMENT

JOINTING PATTERN

B8

NOTE:

MATCH EXISTING JOINTING PATTERN

IN AREA OF RECONSTRUCTION.

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

I T

T E

D

B

Y

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

I S

S U

E

D

A T

E

S I Z

E

M A

R K

D E

S C

R I P

T I…