PLANS - Attachment 2- W911WN208004 Shenango Recreation Area Paving.pdf

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

PITTSBURGH DISTRICT

BEAVER RIVER BASIN

SHENANGO RIVER LAKE

RECREATION AREA PAVING REHABILITATION

W911WN-20-B-8004

30 MAR 2020

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US Army Corps of Engineers

PROJECT

LOCATION

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APPROVAL RECOMMENDED BY:

CHIEF, NAVIGATION DESIGN BRANCH

APPROVED BY:

CHIEF, ENGINEERING & CONSTRUCTION DIVISION

SUBMITTED BY:

CHIEF, CIVIL DESIGN SECTION

SUBMITTED BY:

PROJECT ENGINEER

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.

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CONTRACT DRAWINGS

SHEET ID

NO.

FILE NAME DRAWING TITLE

GENERAL

G-001 G-001

COVER SHEET

G-002 G-002

CONTRACT DRAWINGS INDEX SHEET

G-003 G-003

STANDARD ABBREVIATIONS SHEET

G-004 G-004

GENERAL NOTES SHEET

G-101 G-101

CONTRACTOR WORK LIMITS - PLAN AND NOTES

CIVIL

C-101 C-101

OVERALL PROJECT WORK AREAS PLAN

C-401 C-401

AWARDABLE OPTION 1 - MAIN ACCESS ROAD "A" ST 0+00 TO 6+00 AND ENTRANCE ACCESS ROAD "R"- ENLARGED PLAN AND NOTES

C-402 C-402

MAIN ACCESS ROAD "A" ST 6+00 TO 16+30 - ENLARGED PLAN AND NOTES

C-403 C-403

MAIN ACCESS ROAD "A" ST 16+30 TO 24+90 - ENLARGED PLAN AND NOTES

C-404 C-404

MAIN ACCESS ROAD "A" ST 24+90 TO 34+10 - ENLARGED PLAN AND NOTES

C-405 C-405 AWARDABLE OPTION 2 - OLD DUCK LOOP - ACCESS ROAD "M" - ENLARGED PLAN, TYPICAL DETAILS, AND NOTES

C-301 C-301

MAIN ACCESS ROAD "A" AND ENTRANCE ACCESS ROAD "R" - TYPICAL DETAILS - SHEET 1 OF 2

C-302 C-302

MAIN ACCESS ROAD "A" AND ENTRANCE ACCESS ROAD "R" - TYPICAL DETAILS - SHEET 2 OF 2

EROSION AND SEDIMENT CONTROL

X-002 X-002 EROSION AND SEDIMENT CONTROL PLAN BMP INSTALLATION, MAINTENANCE, AND GENERAL EROSION AND SEDIMENT CONTROL NOTES

X-501 X-501

EROSION AND SEDIMENT CONTROL PLAN - BMP DETAILS

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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

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)

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

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

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

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 PIECE

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)

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

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

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

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US Army Corps of Engineers

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T S

1. ALL MATERIAL FURNISHED AND WORK COMPLETED UNDER THIS CONTRACT SHALL BE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

2. REPORT DISCREPANCIES IN DIMENSIONS BETWEEN DIFFERENT DRAWINGS TO THE CONTRACTING OFFICER OR DESIGNATED REPRESENTATIVE PRIOR TO BEGINNING WORK IN AREAS THAT WILL

BE AFFECTED.

3. THE BASE MAPPING UTILIZED FOR PROJECT DESIGN ILLUSTRATE GENERAL SITE FEATURES ONLY. LIMITED FIELD SURVEY OF THE SITE IS AVAILABLE. ALL UTILITIES, FEATURES AND DIMENSIONS

SHOWN ARE APPROXIMATE AND MAY NOT REFLECT ACTUAL FIELD CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ANY AND ALL DIMENSIONS, ELEVATIONS AND SITE

CONDITIONS. CONTRACTOR SHALL PROVIDE ALL SURVEY SERVICES NECESSARY TO ENSURE POSITIVE ROAD DRAINAGE.

4. CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER OR DESIGNATED REPRESENTATIVE OF ANY DISCREPANCIES OR UNDOCUMENTED CONDITIONS THAT MAY AFFECT THE COMPLETION OF

WORK ON THIS CONTRACT.

5. CONTRACTOR SHALL CONFINE CONSTRUCTION ACTIVITIES TO WITHIN THE WORK LIMITS SHOWN ON THE DRAWINGS.

6. THE CONTRACTOR SHALL NOT PERFORM ANY WORK DURING NIGHT, FEDERAL HOLIDAYS OR WEEKENDS EXCEPT WHEN ORDERED BY THE CONTRACTING OFFICER OR DESIGNATED

REPRESENTATIVE OR AT THE REQUEST OF THE CONTRACTOR WITH THE APPROVAL OF THE CONTRACTING OFFICER OR CONTRACTING OFFICER REPRESENTATIVE.

7. CONTRACTOR SHALL NOTE THE PRESENCE OF OVERHEAD POWER LINES AND UNDERGROUND UTILITIES. DAMAGE CAUSED BY THE CONTRACTOR TO ANY PUBLICLY OR PRIVATELY OWNED

STRUCTURE SHALL BE REPAIRED IN KIND AT THE CONTRACTOR'S EXPENSE. PRIOR TO ANY EXCAVATION OR DEMOLITION WORK, THE CONTRACTOR SHALL CONTACT THE PA ONE CALL SYSTEM, INC (1-800-242-1776) AND COMPLY WITH THE PROVISIONS OF PA ACT 287 OF 1974.

8. GOVERNMENT UTILITIES (INCLUDING WATER, ELECTRICITY, FUEL, ETC.) AND EQUIPMENT WILL NOT BE MADE AVAILABLE TO THE CONTRACTOR. UTILITIES, INCLUDING TEMPORARY CONSTRUCTION

POWER AND WATER, SHALL BE PROVIDED BY THE CONTRACTOR.

9. REMOVAL & DISPOSAL OF EXISTING MATERIALS SHALL BE IN ACCORDANCE WITH CONTRACT SPECIFICATIONS.

10. ITEMS CALLED OUT IN ITALICS AND/OR DISPLAYED IN GRAYSCALE REPRESENT EXISTING FEATURES.

11. DETAILS ENTITLED OR NOTED AS ''TYPICAL" APPLY NOT ONLY WHERE SPECIFICALLY INDICATED OR REFERENCED, BUT ALSO IN ALL OTHER CASES WHERE THE NATURE OF THE CONSTRUCTION

REQUIRES THEIR USE. DETERMINE APPLICABILITY OF TYPICAL DETAILS FROM DESCRIPTIVE TITLES OR FROM THE SIMILARITY OF A CONSTRUCTION CONDITION TO ANOTHER CONDITION WHERE

THE DETAIL IS SPECIFICALLY INDICATED OR REFERENCED.

12. REFERENCE DRAWINGS ARE DRAWINGS OF RECORD, INCLUDED SOLELY FOR THE CONTRACTOR'S BENEFIT. NO REQUIRED WORK UNDER THIS CONTRACT IS SHOWN ON THE REFERENCE

DRAWINGS. THE REFERENCE DRAWINGS ARE NOT "AS BUILT", SO THEY DO NOT NECESSARILY REPRESENT ACTUAL FIELD CONDITIONS. REFERENCE DRAWINGS ARE NOT PRINTED TO SCALE.

GENERAL NOTES

PENNSYLVANIA ONE CALL SYSTEM

CALL 3 BUSINESS DAYS BEFORE YOU DIG!

1-800-242-1776 OR 811

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CONTRACTOR

LAYDOWN

AREA

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OLD DUCK

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LOOP

LAKE VIEW

LOOP

GOLDEN

LOOP

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A1

SCALE: 1" = 200'

PLAN - CONTRACTOR WORK LIMITS

GENERAL SHEET NOTES

PLAN

NORTH

400'0 200'

1. FOR GENERAL PROJECT ABBREVIATIONS AND PROJECT GENERAL NOTES,

SEE SHEET G-003 AND G-004.

CONTRACTOR WORK LIMITS NOTES

1. THE CONTRACTOR SHALL USE ACCESS ROADS "A" AND "B", TO INGRESS AND

EGRESS THE SITE. REFER TO SPECIAL PROCEDURES SPECIFICATION IN

REGARDS TO RESTRICTIONS ON UTILIZATION OF ACCESS ROADS "A" AND "B".

2. CONTRACTOR WORK LIMITS ARE RESTRICTED TO THE PAVED LIMITS OF THE

ACCESS ROADS AND CONTRACTOR LAYDOWN AREA, AND GRAVEL LIMITS OF

THE ROUTE 18 ACCESS AREA.

3. THE CONTRACTOR LAYDOWN AREA SHALL BE UTILIZED AS THE STAGING

AREA FOR DAILY CONSTRUCTION USE, STORAGE OF EQUIPMENT, AND FOR

PERSONAL VEHICLE PARKING. REFER TO THE SPECIAL PROCEDURE

SPECIFICATION IN REGARDS TO RESTRICTIONS ON UTILIZATION OF

CONTRACTOR LAYDOWN AREA FOR STORAGE OF MATERIALS.

4. THE ROUTE 18 ACCESS AREA SHALL BE UTILIZED AS THE STAGING AREA FOR

MATERIALS. ALL MATERIAL IN THE ROUTE 18 ACCESS AREA SHALL BE USED

TO REGRADE THE EXSITING GRAVEL ROAD TO A REASONABLE HEIGHT.

LEFTOVER MATERIAL SHALL BE STOCKPILED IN AREAS CALLED OUT BY A

KEYNOTE ON THIS SHEET.

5. CONTRACTOR ACCESS TO THE ROUTE 18 ACCESS AREA SHALL BE VIA

TOWNSHIP ROAD 585, W LAKE ROAD, AS SHOWN IN THE PLAN VIEW ON THIS

SHEET. THE CONTRACTOR SHALL NOT USE THE TOWNSHIP ROAD FOR

VEHICLE PARKING, AS A STAGING AREA FOR CONSTRUCTION, OR FOR

STORAGE OF MATERIALS AND /OR EQUIPMENT.

6. THE CONTRACTOR SHALL NOT BE PERMITTED TO ACCESS OLD DUCK LOOP

(OPTION 2) AREA NORTH OF THE ROAD "R" AND ROAD "A" INTERSECTION

SHOWN IN THE CONSTRUCTION WORK LIMITS, UNLESS CONTRACT OPTION 2

IS EXERCISED.

7. THE CONTRACTOR SHALL BE PERMITTED TO ONLY USE THE FIRST 30 FEET

OF THE LOOPS DIRECTLY ADJACENT TO ROAD "A" FOR EQUIPMENT TURN

AROUND DURING CONSTRUCTION WORK.

1. THE CONTRACTOR SHALL BE PERMITTED TO USE THE PARKING LOT FOR

STAGING OF CONSTRUCTION, STORAGE OF EQUIPMENT, AND FOR PERSONAL

VEHICLE PARKING.

2. PLACE ASPHALT MILLINGS ALONG THE ENTIRE LENGTH AND WIDTH OF

ROUTE 18 ACCESS ROAD AREA. PLACE AND COMPACT MILLING TO

NON-MOVEMENT AT A MINIMUM THICKNESS OF 12".

3. PROPOSED STOCKPILE AREAS FOR EXCESS DISPOSAL MATERIAL REMOVED

DURING CONSTRUCTION.

4. ROCK CONSTRUCTION ENTRANCE LOCATION TO THE ROUTE 18 ACCESS

AREA (SEE DETAIL D2 ON SHEET X-501).

LEGEND

CONTRACTOR WORK LIMITS

SHEET KEYNOTES

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LOOP

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OLD DUCKLOOP

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A1

C-405

OLD DUCK LOOP - ROAD "M"

SEE SHEET C-405 FOR ENLARGED

PLAN VIEW AND TYPICAL SECTION

A1

C-404

MAIN ACCESS ROAD - ROAD "A"

SEE SHEET C-404 FOR ENLARGED

PLAN VIEW

A1

C-403

MAIN ACCESS ROAD - ROAD "A"

SEE SHEET C-403 FOR ENLARGED

PLAN VIEW

A1

C-401

MAIN ACCESS ROAD ENTRANCE -

ROAD "A" AND ROAD "R"

SEE SHEET C-401 FOR ENLARGED

PLAN VIEW

A1

C-402

MAIN ACCESS ROAD - ROAD "A"

SEE SHEET C-402 FOR ENLARGED

PLAN VIEW

ROCK

CONSTRUCTION

ENTRANCE

12" COMPOST

FILTER SOCK

12" COMPOST

FILTER SOCK

12" COMPOST

FILTER SOCK

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A1

SCALE: 1" = 30'

OVERALL PLAN - RECREATION AREA PAVEMENT REHABILITATION

GENERAL SHEET NOTES

PLAN

NORTH

1. FOR GENERAL PROJECT ABBREVIATIONS AND PROJECT GENERAL NOTES,

SEE SHEET G-003 AND G-004.

1. REHABILITATION OF PAVEMENT STRUCTURES ON THE ACCESS ROADS SHALL

CONFORM TO THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS.

2. SUPERPAVE MIXTURE DESIGN AND INSTALLATION SHALL CONFORM TO

PENNSYLVANIA DEPARTMENT OF TRANSPORTATION (PADOT) PUBLICATION

408.

ACCESS ROADS REHABILITATION NOTES

1. FOR EROSION & SEDIMENT CONTROL BEST MANAGEMENT PRACTICE (BMP)

INSTALLATION AND MAINTENANCE NOTES, SEE SHEET X-002.

2. FOR EROSION & SEDIMENT CONTROL BMP DETAILS, SEE SHEET X-501.

EROSION AND SEDIMENT CONTROL NOTES

LEGEND

12" COMPOST FILTER SOCK

LIMITS OF PAVEMENT REHABILITATION

LIMITS OF PAVEMENT REHABILITATION AWARDABLE OPTIONS

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TRAFFIC ISLAND REMOVAL AREA

ROCK CONSTRUCTION ENTRANCE

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OPTION 1

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A1

SCALE: 1" = 30'

ENLARGED PLAN - AWARDABLE OPTION 1 - ACCESS ROAD "A" AND ACCESS ROAD "R" (ENTRANCE) PAVEMENT REHABILITATION

PLAN

NORTH

30' 60'0

M A

T C

H

L I N

E

L C

EXISTING CONCRETE CURB TO BE

REMOVED (BY OTHERS)

START OF ROAD REHABILITATION ACCESS

ROAD "A" STA 00+07 TO STA 00+72 (SEE

SHEET C-301, TYPICAL SECTION H1 FOR

ADDITIONAL INFORMATION)

ACCESS ROAD "R" STA 10+00

END OF ROAD REHABILITATION

ACCESS ROAD "R" STA 13+40

START OF ROAD REHABILITATION

ACCESS ROAD "R" STA 13+95

START OF ROAD REHABILITATION

ACCESS ROAD "A" STA 4+81

GENERAL SHEET NOTES

1. FOR GENERAL PROJECT ABBREVIATIONS AND PROJECT GENERAL NOTES,

SEE SHEET G-003 AND G-004.

1. REHABILITATION OF PAVEMENT STRUCTURES ON THE ACCESS ROADS SHALL

CONFORM TO THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS.

2. SUPERPAVE MIXTURE DESIGN AND INSTALLATION SHALL CONFORM TO

PENNSYLVANIA DEPARTMENT OF TRANSPORTATION (PADOT) PUBLICATION

408.

ACCESS ROADS REHABILITATION NOTES

SHEET KEYNOTES - TRAFFIC ISLAND

1. EXISTING CONCRETE CURB FORMING THE TRAFFIC ISLAND TO BE REMOVED

(BY OTHERS).

1. ALL EXCAVATION AND ASPHALT PAVEMENT CONSTRUCTION SHALL

CONFORM TO THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS.

1. FOR ALL DETAILS AND NOTES REGARDING DEPTH OF EXCAVATION,

THICKNESS OF STONE SUBBASE, AND ASPHALT PLACEMENT, SEE SHEET

C-301, TYPICAL SECTION A11.

1. FOR EROSION & SEDIMENT CONTROL BEST MANAGEMENT PRACTICE (BMP)

INSTALLATION AND MAINTENANCE NOTES, SEE SHEET X-002.

2. FOR EROSION & SEDIMENT CONTROL BMP DETAILS, SEE SHEET X-501.

EROSION AND SEDIMENT CONTROL NOTES

LEGEND

LIMITS OF PAVEMENT REHABILITATION

LIMITS OF PAVEMENT REHABILITATION AWARDABLE OPTION 1

ROAD REHABILITATION ACCESS ROAD

"R" STA 10+00 TO STA 10+40 AND STA

10+84 TO STA 13+40 (SEE SHEET C-301,

TYPICAL SECTION A1 FOR ADDITIONAL

INFORMATION)

ROAD REHABILITATION ACCESS ROAD "A"

STA 4+81 TO STA 6+00 AND ACCESS ROAD "R"

STA 13+95 TO STA 15+20 (SEE SHEET C-302,

TYPICAL SECTION H1 FOR MORE

INFORMATION)

ROAD REHABILITATION ACCESS ROAD "A"

STA 6+00 TO 34+10 (SEE SHEET C-302,

TYPICAL SECTION A1 FOR ADDITIONAL

INFORMATION)

J

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TRAFFIC ISLAND REMOVAL AREA

R

O

A D

A

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

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S I G

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S I Z

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SHEET ID

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A

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M A

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C-402

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S E

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K T

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H E

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A E

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S

T B

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S

US Army Corps of Engineers

U S

A

R M

Y

C

O R

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N G

I N

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P I T

T S

B U

R G

H

D

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P I T

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A

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F I

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A N

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B E

A V

V

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I N

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A N

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K E

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C R

E A

T I O

N

A

R E

A

P

A V

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G

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E H

A B

I L I T

A T

I O

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C E

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I F

I E

D

F

I N

A L

D

O C

U M

E N

T S

D1

SCALE: 1" = 40'

ENLARGED PLAN - ACCESS ROAD "A" PAVEMENT REHABILITATION AND CONTRACTOR LAYDOWN AREA

PLAN

NORTH

40' 80'0

MATCH LINE

P13/C-403

M A

T C

H

L I N

E

H C

GENERAL SHEET NOTES

1. FOR GENERAL PROJECT ABBREVIATIONS AND PROJECT GENERAL NOTES,

SEE SHEET G-003 AND G-004.

1. REHABILITATION OF PAVEMENT STRUCTURES ON THE ACCESS ROADS SHALL

CONFORM TO THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS

2. SUPERPAVE MIXTURE DESIGN AND INSTALLATION SHALL CONFORM TO

PENNSYLVANIA DEPARTMENT OF TRANSPORTATION (PADOT) PUBLICATION

408.

ACCESS ROADS REHABILITATION NOTES

1. FOR EROSION & SEDIMENT CONTROL BEST MANAGEMENT PRACTICE (BMP)

INSTALLATION AND MAINTENANCE NOTES, SEE SHEET X-002.

2. FOR EROSION & SEDIMENT CONTROL BMP DETAILS, SEE SHEET X-501.

EROSION AND SEDIMENT CONTROL NOTES

LEGEND

LIMITS OF PAVEMENT REHABILITATION

ROAD REHABILITATION ACCESS ROAD "A"

(SEE SHEET C-302, TYPICAL SECTION A1

FOR ADDITIONAL INFORMATION)

J

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GOLDEN

LOOP

R

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

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K E

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B

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D E

S I G

N E

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B

Y

C O

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A T

I O

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N

O

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S U

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D

A T

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S I Z

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M A

R K

D E

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R I P

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SHEET ID

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S

T E

P H

E N

S O

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C

M

A R

T I N

M

R

O T

H E

R

E N

L A

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A

N

A

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M A

C

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S

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A

S

T

T

O

C-403

U

S E

R S

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E

C N

S E

S D

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K T

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S

H E

N A

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O D

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I G

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A E

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S

T B

H E

C N

S E

S

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

P I T

T S

B U

R G

H

D

I S

T R

I C

T

L I B

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N U

E

P I T

T S

B U

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H

P

A

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F I

M

E

A N

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D

W W

N B

B E

A V

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A N

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K E

R E

C R

E A

T I O

N

A

R E

A

P

A V

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G

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E H

A B

I L I T

A T

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C E

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A L

D

O C

U M

E N

T S

A1

SCALE: 1" = 40'

ENLARGED PLAN - ACCESS ROAD "A" PAVEMENT REHABILITATION

PLAN

NORTH

40' 80'0

MATCH LINE

M11/C-404

MATCH LINE

E3/C-402

GENERAL SHEET NOTES

1. FOR GENERAL PROJECT ABBREVIATIONS AND PROJECT GENERAL NOTES,

SEE SHEET G-003 AND G-004.

1. REHABILITATION OF PAVEMENT STRUCTURES ON THE ACCESS ROADS SHALL

CONFORM TO THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS.

2. SUPERPAVE MIXTURE DESIGN AND INSTALLATION SHALL CONFORM TO

PENNSYLVANIA DEPARTMENT OF TRANSPORTATION (PADOT) PUBLICATION

408.

ACCESS ROADS REHABILITATION NOTES

1. FOR EROSION & SEDIMENT CONTROL BEST MANAGEMENT PRACTICE (BMP)

INSTALLATION AND MAINTENANCE NOTES, SEE SHEET X-002.

2. FOR EROSION & SEDIMENT CONTROL BMP DETAILS, SEE SHEET X-501.

EROSION AND SEDIMENT CONTROL NOTES

LEGEND

LIMITS OF PAVEMENT REHABILITATION

ROAD REHABILITATION ACCESS ROAD "A"

(SEE SHEET C-302, TYPICAL SECTION A1

FOR ADDITIONAL INFORMATION)

J

R

U S

N

CANAL

LOOP

LAKE VIEW

LOOP

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

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C H

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K E

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B

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D R

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B

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D E

S I G

N E

D

B

Y

C O

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S O

L I C

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N

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S U

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D

A T

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S I Z

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M A

R K

D E

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T I O

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SHEET ID

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C-404

C U

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S D

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K T

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H E

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US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

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P I T

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B U

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H

D

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L I B

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P I T

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B U

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A

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F I

M

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A N

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B E

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K E

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C R

E A

T I O

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A

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A

P

A V

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G

R

E H

A B

I L I T

A T

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C E

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I F

I E

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D

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U M

E N

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A1

SCALE: 1" = 60'

ENLARGED PLAN - ACCESS ROAD "A" PAVEMENT REHABILITATION

PLAN

NORTH

60' 120'0

MATCH LINE

B6/C-403

GENERAL SHEET NOTES

1. FOR GENERAL PROJECT ABBREVIATIONS AND PROJECT GENERAL NOTES,

SEE SHEET G-003 AND G-004.

1. REHABILITATION OF PAVEMENT STRUCTURES ON THE ACCESS ROADS SHALL

CONFORM TO THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS.

2. SUPERPAVE MIXTURE DESIGN AND INSTALLATION SHALL CONFORM TO

PENNSYLVANIA DEPARTMENT OF TRANSPORTATION (PADOT) PUBLICATION

408.

ACCESS ROADS REHABILITATION NOTES

END OF ROAD

REHABILITATION ACCESS

ROAD "A" STA 34+10

1. FOR EROSION & SEDIMENT CONTROL BEST MANAGEMENT PRACTICE (BMP)

INSTALLATION AND MAINTENANCE NOTES, SEE SHEET X-002.

2. FOR EROSION & SEDIMENT CONTROL BMP DETAILS, SEE SHEET X-501.

EROSION AND SEDIMENT CONTROL NOTES

LEGEND

LIMITS OF PAVEMENT REHABILITATION

ROAD REHABILITATION ACCESS ROAD "A"

(SEE SHEET C-302, TYPICAL SECTION A1

FOR ADDITIONAL INFORMATION)

J

R

U S

N

5+00

R

O

OLD DUCK

LOOP

OLD DUCK

LOOP

R O

A D

M

1. MILL AND REPLACE EXISTING BITUMINOUS PAVEMENT TO A COMPACTED DEPTH OF 2" ON THE TOTAL WIDTH OF ACCESS ROAD "M" STARTING AT STATION 00+10 AND ENDING

AT STATION 10+34, AS SHOWN ON THE ENLARGED PLAN ON THIS SHEET.

2. CLEAN ALL VERTICAL BITUMINOUS PAVEMENT EDGES AND PAINT WITH PG 64-22 BINDER.

3. 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 EXISTING BITUMINOUS PAVEMENT SHALL BE NEATLY SEALED WITH AN ASPHALT SEALANT 6"

WIDE AND CENTERED ON THE SEAM.

EXISTING ROAD WIDTH ±18'

EXISTING CRUSHED

AGGREGATE/ SLAG LAYER

±6" THICK

EXISTING BITUMINOUS

PAVEMENT AND SLURRY SEAL

±5" THICK

ROAD NOTES:

EXISTING GRADE

SEED AND MULCH

DISTURBED AREAS

EXISTING GRADE

SEED AND MULCH

DISTURBED AREAS

COMPACT SUPERPAVE HMA 9.5 MM

WEARING COURSE, 2" THICK

PLACE PADOT PUBLICATION 408,

SECTION 460 - BITUMINOUS

TACK COAT

MILL AND REMOVE EXISTING

BITUMINOUS PAVEMENT AND

SLURRY SEAL TO A DEPTH OF 2"

SLOPE TO MATCH EXISTING

PAVEMENT

SLOPE TO MATCH EXISTING

PAVEMENT

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

A

B

C

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G

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J

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N

P

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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

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A T

I O

N

N

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I S

S U

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D

A T

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S I Z

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M A

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SHEET ID

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P H

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A R

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H E

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A

N

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Y P

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A I L S

A

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U C

K

L O

C C

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S

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M

A W

A R

D A

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C-405

OPTION 2

C U

S E

R S

H

E

C N

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S D

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K T

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H E

N A

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O D

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US Army Corps of Engineers

U S

A

R M

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C

O R

E

N G

I N

E E

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P I T

T S

B U

R G

H

D

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T R

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T

L I B

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N U

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P I T

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B U

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P

A

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F I

M

E

A N

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D

W W

N B

B E

A V

V

S

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K E

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C R

E A

T I O

N

A

R E

A

P

A V

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G

R

E H

A B

I L I T

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C E

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F

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A1

SCALE: 1" = 40'

ENLARGED PLAN - AWARDABLE OPTION 2 - ACCESS ROAD "M" PAVEMENT REHABILITATION

40' 80'0

PLAN

NORTH

SCALE: NTS

E10

SCALE: NTS

TYPICAL SECTION - OLD DUCK LOOP ACCESS ROAD "M" RECONSTRUCTION STATIONS 00+10 TO 10+34

GENERAL SHEET NOTES

1. FOR GENERAL PROJECT ABBREVIATIONS AND PROJECT GENERAL NOTES,

SEE SHEET G-003 AND G-004.

ACCESS ROADS REHABILITATION NOTES

GENERAL SHEET NOTES

1. FOR GENERAL PROJECT ABBREVIATIONS AND PROJECT GENERAL NOTES,

SEE SHEET G-003 AND G-004.

ACCESS ROADS REHABILITATION NOTES

1. REHABILITATION OF PAVEMENT STRUCTURES ON THE ACCESS ROADS SHALL

CONFORM TO THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS.

2. SUPERPAVE MIXTURE DESIGN AND INSTALLATION SHALL CONFORM TO

PENNSYLVANIA DEPARTMENT OF TRANSPORTATION (PADOT) PUBLICATION

408.

3. WHERE THE ACCESS ROAD REHABILITATION INTERSECTS ADJACENT ROADS,

REFER TO THE SPECIFICATIONS FOR TRANSITION REQUIREMENTS.

1. FOR EROSION & SEDIMENT CONTROL BEST MANAGEMENT PRACTICE (BMP)

INSTALLATION AND MAINTENANCE NOTES, SEE SHEET X-002.

2. FOR EROSION & SEDIMENT CONTROL BMP DETAILS, SEE SHEET X-501.

EROSION AND SEDIMENT CONTROL NOTES

LEGEND

LIMITS OF PAVEMENT REHABILITATION AWARDABLE OPTION 2

R o a d

J

R

U S

N A

K

START OF ROAD REHABILITATION

ACCESS ROAD "M" STA 00+10

END OF ROAD REHABILITATION

ACCESS ROAD "M" STA 10+34

ROAD REHABILITATION ACCESS ROAD

"M" (SEE THIS SHEET, TYPICAL SECTION

E10 FOR ADDITIONAL INFORMATION)

EXISTING ROAD WIDTH VARIES

12'-0" REPAVING WIDTH

1. RECONSTRUCT PAVEMENT 12' ALONG THE RIGHT (NORTH) SIDE OF ACCESS ROAD "R" STARTING AT STATION 10+00 AND ENDING AT STATION

10+40, AND ON ACCESS ROAD "R" STARTING AT STATION 10+84 AND ENDING AT STATION 13+40, AS SHOWN ON THE ENLARGED PLAN ON SHEET

C-401.

2. FOR ADDITIONAL INFORMATION, SEE "NEW PAVEMENT SPECIFICATION NOTES", ON THIS SHEET.

EXISTING GRADE

SEED AND MULCH

DISTURBED AREAS

WIDTH VARIES

EXISTING BITUMINOUS

PAVEMENT ±2.5" THICK

EXISTING CRUSHED

AGGREGATE/ SLAG

±10" THICK

REMOVE EXISTING PAVEMENT AND CRUSHED

AGGREGATE/ SLAG TO A FULL DEPTH OF 11.5" AND 12'

FROM EDGE OF EXISTING ROAD PAVEMENT - SEE NOTE 1

ROAD NOTES:

COMPACT PADOT #2A COARSE

AGGREGATE LAYER - 6" THICK,

CONFORMING TO PADOT

PUBLICATION 408

COMPACT SUPERPAVE HMA 25.0 MM

BASE COURSE - 4" THICK

COMPACT SUPERPAVE HMA 9.5 MM

WEARING COURSE, 1.5" THICK

PLACE PADOT PUBLICATION 408,

SECTION 460 - BITUMINOUS

TACK COAT

1'-0"

ASPHALT SEALANT

SAWCUT AND MILL

EXISTING PAVEMENT

TO A DEPTH OF 1.5"

MILL AND REMOVE

EXISTING PAVEMENT TO

A DEPTH OF 2.5"

MILL OR EXCAVATE EXISTING

CRUSHED AGGREGATE/ SLAG TO A

DEPTH OF 9"

SLOPE 1/4" per 1'

1. RECONSTRUCT PAVEMENT 12' ALONG THE RIGHT (NORTH) SIDE OF ACCESS ROAD "A" STARTING AT STATION 0+07.00 AND ENDING AT

STATION 0+72.00, AS SHOWN ON THE ENLARGED PLAN ON SHEET C-401.

2. FOR ADDITIONAL INFORMATION, SEE "NEW PAVEMENT SPECIFICATION NOTES", ON THIS SHEET.

EXISTING ROAD WIDTH VARIES

12'-0" REPAVING WIDTH

WIDTH VARIES

EXISTING GRADE

SEED AND MULCH

DISTURBED AREAS

EXISTING BITUMINOUS

PAVEMENT ±3.5" THICK

EXISTING CRUSHED

AGGREGATE/ SLAG

±10" THICK

REMOVE EXISTING PAVEMENT AND CRUSHED

AGGREGATE/ SLAG TO A FULL DEPTH OF 11.5" AND 12'

FROM EDGE OF EXISTING ROAD PAVEMENT - SEE NOTE 1

ROAD NOTES:

SLOPE 1/4" per 1'

COMPACT PADOT #2A COARSE

AGGREGATE LAYER - 6" THICK,

CONFORMING TO PADOT

PUBLICATION 408

COMPACT SUPERPAVE HMA 25.0 MM

BASE COURSE - 4" THICK

COMPACT SUPERPAVE HMA 9.5 MM

WEARING COURSE, 1.5" THICK

PLACE PADOT PUBLICATION 408,

SECTION 460 - BITUMINOUS

TACK COAT

1'-0"

ASPHALT SEALANT

SAWCUT AND MILL

EXISTING PAVEMENT

TO A DEPTH OF 1.5"

MILL AND REMOVE

EXISTING PAVEMENT TO

A DEPTH OF 3.5"

MILL OR EXCAVATE EXISTING

CRUSHED AGGREGATE/ SLAG TO A

DEPTH OF 8"

12'-0" REPAVING WIDTH

1. RECONSTRUCT PAVEMENT TO OF ACCESS ROAD "R" FROM THE NORTHERN EDGE OF PAVEMENT TO THE EXISTING TRAFFIC ISLAND, AND THE TOTAL AREA OF

THE EXISTING TRAFFIC ISLAND STARTING AT STATION 10+40 AND ENDING AT STATION 10+84, AS SHOWN ON THE ENLARGED PLAN ON SHEET C-401.

2. SAWCUT OR MILL FULL PAVEMENT DEPTH WHERE THE CONCRETE CURB WAS REMOVED (BY OTHERS) TO FORM A NEAT VERTICAL EDGE ALONG EXISITING

BITUMINOUS PAVEMENT.

3. FOR ADDITIONAL INFORMATION, SEE "NEW PAVEMENT SPECIFICATION NOTES", ON THIS SHEET.

EXISTING CONCRETE

CURBS TO BE REMOVED

(BY OTHERS)

EXISTING GRADE

SEED AND MULCH

DISTURBED AREAS

ROAD NOTES:

COMPACT PADOT #2A COARSE

AGGREGATE LAYER - 6" THICK,

CONFORMING TO PADOT

PUBLICATION 408

COMPACT SUPERPAVE HMA 25.0 MM

BASE COURSE - 4" THICK

COMPACT SUPERPAVE HMA 9.5 MM

WEARING COURSE, 1.5" THICK

PLACE PADOT PUBLICATION 408,

SECTION 460 - BITUMINOUS

TACK COAT

FORMER TRAFFIC ISLAND

(WIDTH AND LENGTH VARIES)

EXCAVATE MATERIAL IN TRAFFIC

ISLAND AREA TO A FULL DEPTH

OF 11.5".

1'-0"

ASPHALT SEALANT

SAWCUT AND MILL

EXISTING PAVEMENT

TO A DEPTH OF 1.5"

EXISTING BITUMINOUS

PAVEMENT ±2.5" THICK

EXISTING CRUSHED

AGGREGATE/ SLAG

±10" THICK

MILL AND REMOVE

EXISTING PAVEMENT TO

A DEPTH OF 2.5"

MILL OR EXCAVATE EXISTING

CRUSHED AGGREGATE/ SLAG TO A

DEPTH OF 9"

SLOPE 1/4" per 1'

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

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STATIONS 10+84 TO 13+40

1. FOR GENERAL PROJECT ABBREVIATIONS AND PROJECT GENERAL NOTES,

SEE SHEET G-003 AND G-004.

GENERAL SHEET NOTES

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TYPICAL SECTION - ACCESS ROAD "A" RECONSTRUCTION STATIONS 00+07 TO 00+72

A11

SCALE: NTS

TYPICAL SECTION - ACCESS ROAD "R" RECONSTRUCTION STATIONS 10+40 TO 10+84 AND TRAFFIC ISLAND

1. VERTICAL SAWCUT ALONG EXISTING BITUMINOUS PAVEMENTS TO CREATE

UNIFORM EDGE TO BOND EXISTING BITUMINOUS PAVEMENT TO NEWLY

PLACED BITUMINOUS PAVEMENT.

2. CLEAN ALL VERTICAL BITUMINOUS PAVEMENT EDGES AND PAINT WITH PG

64-22 BINDER.

3. BASE 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 EXISTING BITUMINOUS PAVEMENT SHALL BE NEATLY SEALED WITH AN

ASPHALT SEALANT 6" WIDE AND CENTERED ON THE SEAM.

NEW PAVEMENT SPECIFICATION NOTES

TYPICAL SECTION - ACCESS ROAD "R" RECONSTRUCTION STATIONS 10+00 TO 10+40 AND

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1. REMOVE EXISTING BITUMINOUS PAVEMENT AND CRUSHED AGGREGATE/ SLAG TO A FULL DEPTH OF 11.5".

2. RECONSTRUCT THE TOTAL WIDTH OF ACCESS ROAD "A" STARTING AT STATION 6+00 AND ENDING AT STATION 34+10, AS SHOWN ON THE ENLARGED

PLANS ON SHEETS C-401. C-402. C-403, AND C-404.

3. FOR ADDITIONAL INFORMATION, SEE "NEW PAVEMENT SPECIFICATION NOTES", ON THIS SHEET.

EXISTING ROAD WIDTH ±20'

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ROAD NOTES:

EXISTING GRADE

SEED AND MULCH

DISTURBED AREAS

EXISTING GRADE

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DISTURBED AREAS

COMPACT PADOT #2A COARSE

AGGREGATE LAYER - 6" THICK,

CONFORMING TO PADOT

PUBLICATION 408

COMPACT SUPERPAVE HMA 25.0 MM

BASE COURSE - 4" THICK

COMPACT SUPERPAVE HMA 9.5 MM

WEARING COURSE, 1.5" THICK

PLACE PADOT PUBLICATION 408,

SECTION 460 - BITUMINOUS

TACK COAT

MILL AND REMOVE EXISTING

BITUMINOUS PAVEMENT TO A

DEPTH OF 4 1/2"

MILL OR EXCAVATE EXISTING

CRUSHED AGGREGATE/ SLAG TO

A DEPTH OF 7"

1. REMOVE EXISTING BITUMINOUS PAVEMENT AND CRUSHED AGGREGATE/ SLAG TO A FULL DEPTH OF 11.5".

2. RECONSTRUCT PAVEMENT ON THE TOTAL WIDTH OF ACCESS ROAD "A" STARTING AT STATION 4+81 AND ENDING AT STATION 6+00 AND THE TOTAL WIDTH OF ACCESS ROAD "R"

STARTING AT STATION 13+95 AND ENDING AT STATION 15+20, AS SHOWN ON THE ENLARGED PLAN ON SHEET C-401.

3. FOR ADDITIONAL INFORMATION, SEE "NEW PAVEMENT SPECIFICATION NOTES", ON THIS SHEET.

10'-0" 2'-0" 6'-0" 6'-0"

EXISTING CONCRETE

CURBS TO REMAIN

ROAD NOTES:

SLOPE 1/4" per 1'

EXISTING GRADE

SEED AND MULCH

DISTURBED AREAS

EXISTING GRADE

SEED AND MULCH

DISTURBED AREAS

COMPACT PADOT #2A COARSE

AGGREGATE LAYER - 6" THICK,

CONFORMING TO PADOT

PUBLICATION 408

COMPACT SUPERPAVE HMA 25.0 MM

BASE COURSE - 4" THICK

COMPACT SUPERPAVE HMA 9.5 MM

WEARING COURSE, 1.5" THICK

PLACE PADOT PUBLICATION 408,

SECTION 460 - BITUMINOUS

TACK COAT

MILL AND REMOVE EXISTING

BITUMINOUS PAVEMENT TO A

DEPTH OF 2 1/2"

MILL OR EXCAVATE EXISTING

CRUSHED AGGREGATE/ SLAG TO

A DEPTH OF 9"

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COMPACT PADOT #2A COARSE

AGGREGATE LAYER - 6" THICK,

CONFORMING TO PADOT

PUBLICATION 408

COMPACT SUPERPAVE HMA 25.0 MM

BASE COURSE - 4" THICK

COMPACT SUPERPAVE HMA 9.5 MM

WEARING COURSE, 1.5" THICK

PLACE PADOT PUBLICATION 408,

SECTION 460 - BITUMINOUS

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TYPICAL SECTION - ACCESS ROAD "A" REPAVING STATIONS 6+00 TO 34+10

1. FOR GENERAL PROJECT ABBREVIATIONS AND PROJECT GENERAL NOTES,

SEE SHEET G-003 AND G-004.

GENERAL SHEET NOTES

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TYPICAL SECTION - AWARDABLE OPTION 1 - ACCESS ROAD "A" REPAVING STATIONS 4+81 TO 6+00

1. VERTICAL SAWCUT ALONG EXISTING BITUMINOUS PAVEMENTS TO CREATE

UNIFORM EDGE TO BOND EXISTING BITUMINOUS PAVEMENT TO NEWLY

PLACED BITUMINOUS PAVEMENT.

2. CLEAN ALL VERTICAL BITUMINOUS PAVEMENT EDGES AND PAINT WITH PG

64-22 BINDER.

3. BASE 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 EXISTING BITUMINOUS PAVEMENT SHALL BE NEATLY SEALED WITH AN

ASPHALT SEALANT 6" WIDE AND CENTERED ON THE SEAM.

NEW PAVEMENT SPECIFICATION NOTES

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GENERAL SHEET NOTES

1. FOR GENERAL PROJECT ABBREVIATIONS AND PROJECT GENERAL NOTES,

SEE SHEET G-003 AND G-004.

SPECIES: ANNUAL RYEGRASS

%PURE LIVE SEED: 10%

APPLICATION RATE: 40 LBS / ACRE

FERTILIZER TYPE: 10-10-10

FERTILIZER APPLICATION RATE: 500 LBS / ACRE

LIMING RATE: 1 TON / ACRE

MULCH TYPE: STRAW

MULCHING RATE: 2 TONS / ACRE

TEMPORARY CONTROL MEASURES - VEGETATION

PERMANENT CONTROL MEASURES - VEGETATION

A. AFTER ALL BMP'S HAVE BEEN REMOVED FROM THE WORK AREA, THE GROUND SURFACE WITHIN THE WORK

AREA SHALL BE RETURNED TO PRE-CONSTRUCTION CONDITIONS.

B. IF THE WORK AREA PRE-CONSTRUCTION CONDITION WAS VEGETATED, THE AREA SHALL BE RE-VEGETATED

AS FOLLOWS:

SPECIES: PADOT 408, SECTION 804.2, FORMULA B

APPLICATION RATE: 2 LBS / 1000 SQ FT

FERTILIZER TYPE: 10-20-20

FERTILIZER APPLICATION RATE: 2 TONS / ACRE

LIMING RATE: 1 TON / ACRE

MULCH TYPE: STRAW

MULCHING RATE: 2 TONS / ACRE

NOTE: SOIL AMENDMENTS AND SEED MIX IN ACCORDANCE WITH THE "EROSION CONTROL AND CONSERVATION

PLANTINGS ON NONCROPLAND MANUAL" BY THE COLLEGE OF AGRICULTURAL SCIENCES, PENN STATE

UNIVERSITY.

C. AREAS DISTURBED DURING CONSTRUCTION ACTIVITIES SHALL BE PERMANENTLY SEEDED, FERTILIZED, LIMED AND MULCHED.

A. THE CONTRACTOR IS RESPONSIBLE FOR ENVIRONMENTAL INVESTIGATIONS FOR ANY OFF-SITE FILL MATERIAL.

ALL OFF-SITE FILL MUST MEET PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION (PADEP)

CLEAN FILL STANDARDS.

B. ALL OFF-SITE BORROW AND/OR WASTE AREAS REQUIRE PRIOR APPROVAL FROM THE MERCER COUNTY

CONSERVATION DISTRICT/PADEP. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THOSE APPROVALS.

A. EACH BMP SHALL BE INSPECTED AT THE BEGINNING OF EACH WORK DAY BETWEEN 0730 AND 0830, AND AFTER

EACH RUNOFF AND HIGH-WATER EVENT.

B. THE CONSTRUCTION CONTRACTOR QUALITY CONTROL REPRESENTATIVE SHALL CONDUCT THE INSPECTIONS

AND NOTE THE FINDINGS IN THE DAILY CONSTRUCTION LOG. ANY DEFICIENCIES OBSERVED OR MAINTENANCE

REQUIRED WILL BE NOTED AND THE CONSTRUCTION CONTRACTOR SUPERINTENDENT SHALL BE INFORMED.

C. THE CONSTRUCTION CONTRACTOR SUPERINTENDENT WILL BE RESPONSIBLE FOR THE REPAIR AND

MAINTENANCE OF THE BMP'S.

D. REPAIR AND MAINTENANCE OF THE BMP SHALL BE PERFORMED THE SAME DAY OR PRIOR TO START OF WORK

THE FOLLOWING DAY.

A. STOCKPILE RCE STONE NEAR FOR DAILY REPAIR REQUIREMENTS. MAINTAIN 8" (INCH) THICKNESS OF AASHTO

#1 THROUGHOUT CONSTRUCTION.

B. INSPECT RCE DAILY. REMOVE ACCUMULATED SEDIMENTS DAILY.

C. REPLACE ALL ROCK WHEN SURFACE BECOMES CLOGGED WITH SOIL AND THE ABILITY TO TRAP MATERIAL HAS

BEEN LOST.

A. CFS SHALL BE INSTALLED PARALLEL TO CONTOURS (SEE PLAN DRAWINGS) WITH ENDS TURNED UP AT 45°

ANGLES.

B. REMOVE STICKS, ROCKS, HEAVY VEGETATION AND OTHER MATERIAL FROM ANY AREA WHERE CFS IS TO BE

INSTALLED.

C. REMOVE ANY MANUFACTURER'S PROTECTIVE COATING FROM CFS AND DISPOSE OF PROPERLY.

D. ROLL OUT COMPLETE CFS ALONG GROUND, OR ROLL OUT AND FILL CFS IN-PLACE WITH COMPOST.

E. PLACE STAKES IN THE CENTER OF THE CFS AND SECURE TO THE GROUND. STAKE TYPE, SIZE, SPACING AND

DEPTH REQUIREMENTS SPECIFIED BY CFS MANUFACTURER SHALL BE MET.

F. SEDIMENT CAPTURED BY THE CFS SHALL BE REMOVED WHEN SEDIMENT HEIGHT REACHES 1/2 THE HEIGHT OF

THE CFS.

G. CONSTRUCTION EQUIPMENT SHALL NOT BE DRIVEN OVER ANY INSTALLED CFS.

H. BIODEGRADABLE CFS SHALL BE REPLACED EVERY 6 MONTHS; PHOTODEGRADABLE CFS SHALL BE REPLACED

EVERY 12 MONTHS.

I. UPON STABILIZATION OF DISTURBED AREA ABOVE INSTALLED CFS, THE STAKES SHALL BE REMOVED, THE CFS

CUT OPEN, AND THE MULCH (COMPOST) SPREAD OVER THE SURROUNDING GROUND SURFACE. CFS MESH

AND STAKES SHALL BE REMOVED FROM THE AREA AND DISPOSED OF PROPERLY.

1. AT LEAST 3 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, OR EXPANDING INTO AN AREA

PREVIOUSLY UNMARKED, THE CONTRACTOR SHALL NOTIFY THE PENNSYLVANIA ONE CALL SYSTEM AT

1-800-272-1776 FOR THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES.

2. THE CONTRACTOR SHALL FOLLOW THE RECOMMENDED SEQUENCE OF CONSTRUCTION, OR PROPOSE AN

ALTERNATE AND EQUALLY EFFECTIVE SEQUENCE.

A. SEDIMENT REMOVED FROM THE ROCK CONSTRUCTION ENTRANCE, FROM ALONG THE CFS, AND ANY

SEDIMENT WITHIN THE PUMPED WATER FILTER BAGS (PUMPED WATER FILTER BAGS THEMSELVES SHALL

BE TREATED AS NON-BIODEGRADABLE CONSTRUCTION WASTE), TREE LIMBS, BRUSH AND OTHER ORGANIC

MATERIAL SHALL BE DISPOSED OF ON-SITE IN THE DESIGNATED LOCATION CALLED OUT ON SHEET G-105.

A. ROCK CONSTRUCTION ENTRANCE (RCE): AN ADEQUATE SUPPLY OF AASHTO #1 STONE SHALL BE STOCKPILED

ON-SITE. THE THICKNESS OF THE RCE (8 INCHES) SHALL BE MAINTAINED AT ALL TIMES. ANY SEDIMENT

MATERIAL TRACKED OUT ON TO PAVED ROADWAYS SHALL BE REMOVED AND RETURNED TO THE

CONSTRUCTION SITE. WASHING THE ROADWAY OR SWEEPING THE DEPOSITS INTO ROADWAY DITCHES, SEWERS, CULVERTS, OR OTHER DRAINAGE COURSES IS NOT ACCEPTABLE.

B. COMPOST FILTER SOCK (CFS): SEDIMENT WILL BE REMOVED AND PROPERLY DISPOSED OF WHEN THE

ACCUMULATED HEIGHT BEHIND THE CFS REACHES ONE-HALF THE HEIGHT OF THE CFS. UNDERCUT

SECTIONS OF THE CFS WILL BE FILLED WITH NSA R-3 STONE. DAMAGED SECTIONS OF THE CFS WILL REMAIN

IN PLACE AND A NEW SECTION OF CFS SHALL BE PLACED DIRECTLY UPSLOPE OF THE DAMAGED SECTION OF

CFS. THE REPAIR CFS SECTION SHALL EXTEND A MINIMUM OF 4 FEET BEYOND EACH END OF THE DAMAGED

SECTION OF CFS. ANY LOOSE OR BROKEN STAKES SHALL BE SECURED OR REPLACED.

C. AREAS TO RECEIVE VEGETATION SHALL BE MAINTAINED BY RE-SEEDING, MULCHING, FERTILIZING AND

WATERING AS NEEDED.

D. SEED AND MULCH STOCKPILE AREA CONSISTING OF SOIL, ROCK, AND INCIDENTAL DEBRIS ONCE THAT

STOCKPILE AREA IS NO LONGER IN USE.

A. STOCKPILE EXCAVATED MATERIAL FROM CONSTRUCTION AND DEMOLITION OF THE VARIOUS WORK AREAS IN

THE DESIGNATED LOCATIONS CALLED OUT ON SHEET G-101.

B. CONTRACTOR PERSONNEL FOOD, PAPER PRODUCTS AND BOTTLES WILL BE PLACED INTO SEPARATE

GARBAGE CANS (PLASTIC AND GLASS BOTTLES FOR RECYCLING) AND SHALL BE DISPOSED OF OFF- SITE AT A

COMMERCIALLY AVAILABLE AND PROPERLY PERMITTED DISPOSAL FACILITY.

C. NON-BIODEGRADABLE CONSTRUCTION WASTES, SUCH AS GEOTEXTILE, PVC PIPE, ETC., SHALL BE DISPOSED

OF OFF-SITE AS STATED ABOVE.

1. INSTALL COMPOST FILTER SOCK DOWNSLOPE OF THE DESIGNATED STOCKPILING LOCATIONS CALLED OUT

ON SHEET G-101.

2. INSTALL ROCK CONSTRUCTION ENTRANCE PER DETAIL D2 ON SHEET X-501 STARTING AS CALLED OUT ON

G-101.

1. REMOVE ROCK CONSTRUCTION ENTRANCE FROM CONTRACTOR…