Drawings_(Attachment_2).pdf

PDF 16 MB Posted Nov 4, 2019

Attached to: Mosquito Stilling Basin Joint Sealing
Solicitation number: W911WN20Q8000
Issued by: Department of the Army Corps of Engineers Engineering District Pittsburgh

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This is a reload of the Drawings file that was uploaded on 10/31/19, but did not load correctly. Description: Drawings Beaver River Basin, Mosquito Creek Lake Reservoir, Stilling Basin Joint Sealing, Certified Final Documents, October 2019, 27 pages, Attachment 2

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Other files

File	Type	Posted
Amendment 2 - Revisions to Plans (Correct).pdf	PDF	Nov 21, 2019
Amendment 2 (Correct).pdf	PDF	Nov 21, 2019
Amendment 1 (Correct).docx	DOCX document	Nov 21, 2019
Amendment 2 - Revisions to Specifications (Correct).pdf	PDF	Nov 21, 2019
W911WN20Q8000-0001 (Amendment 1).docx	DOCX document	Nov 21, 2019
W911WN20Q8000-0002 (Amendment 2).pdf	PDF	Nov 21, 2019
Revised Specifications 21 Nov 2019 (Attachment 1).pdf	PDF	Nov 21, 2019
Revised Plans 21 Nov 2019 (Attachment 2).pdf	PDF	Nov 21, 2019
Pre-Quote_Site_Visit,_Sign-In_Sheet.pdf	PDF	Nov 7, 2019
Pre-Quote_Site_Visit,_Agenda_and_Contracting_Discussion.pdf	PDF	Nov 7, 2019
Drawings_(Attachment_2).pdf	PDF	Oct 31, 2019
Davis_Bacon_Wage_Rates_(Attachment_3).pdf	PDF	Oct 31, 2019
Price_Schedule_(Attachment_4).xlsx	XLSX spreadsheet	Oct 31, 2019
Technical_Specifications_(Attachment_1).pdf	PDF	Oct 31, 2019
W911WN20Q8000.pdf	PDF	Oct 31, 2019

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...\22_Mosquito Creek Lake - 111290\Stilling Basin Joint Sealing\Engineering\Designs\Sheets\COVER SHEET

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

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D of Engineers

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PITTSBURGH DISTRICT

STILLING BASIN JOINT SEALING

BEAVER RIVER BASIN

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MOSQUITO CREEK LAKE RESERVOIR

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APPROVED BY:

BRANCH CHIEF

CONSTRUCTION DIVISION

CHIEF, ENGINEERING AND DATE

DATE

SUBMITTED BY:

AND APPROVAL OF ALL DRAWINGS LISTED ON THE INDEX SHEET.

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION

SECTION CHIEF

APPROVAL RECOMMENDED BY:

DATE

/s/ JEANINE M. HOEY, P.E.

/s/ SARAH J. MISSENDA, P.E. 12 SEP 2019

12 SEP 2019

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W911WN20Q8000

CERTIFIED FINAL DOCUMENT

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

INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE

REGISTRATION DESIGNATIONS OF U.S. ARMY CORPS OF ENGINEERS

U.S. ARMY CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES AND

THIS PROJECT WAS DESIGNED BY THE PITTSBURGH DISTRICT OF THE

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/s/ JESSICA C. FARMER, P.E.

OCTOBER 2019

CERTIFIED FINAL DOCUMENTS

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LOCATION

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LOCATION

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PROJECT VICINITY MAP

SCALE: AS SHOWN

PROJECT LOCATION MAP

SCALE: AS SHOWN

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...\22_Mosquito Creek Lake - 111290\Stilling Basin Joint Sealing\Engineering\Designs\Sheets\ABBREVIATIONS SHEET

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STANDARD ABBREVIATIONS:

1P SINGLE POLE

EA EACH LOC LOCATION STL STEEL2P DOUBLE POLE

EF EACH FACE, EXHAUST FAN LP LOWER POOL, LOW POINT, LIGHTING PANELBOARD STR STRAIGHT, STRUCTURAL3P THREE POLE

EJ EXPANSION JOINT LS LIMIT SWITCH STR STL STRUCTURAL STEELA AMP, AMBER

EL, ELEV ELEVATION LSL LONG SLOTTED HOLE SV, SOL SOLENOID VALVEAASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY & TRANSPORTATION

ELB ELBOW LT LIGHT, LEFT SW SWITCHAB AIR BUBBLER

ELEC, ELECT ELECTRICAL LTG LIGHTING SWP SERVICE WATER PUMPABT ABOUT

EM EMERGENCY LW, L/W LAND WALL SY SQUARE YARDAC AIR CONDITIONING, ALTERNATING CURRENT

EMB EMBEDDED M MOTOR, METER SYM SYMMETRICALACCU AIR CONDENSING UNIT

EMT ELECTRICAL METALLIC TUBING M-8 MIDDLE WALL MONOLITH NO. 8 T, XFMR TRANSFORMERACE-IT ARMY CORPS OF ENGINEERS INFORMATION TECHNOLOGY

EQ EQUAL MATL MATERIAL T/ TOP OFACI AMERICAN CONCRETE INSTITUTE

EQUIP EQUIPMENT MAX MAXIMUM TB TERMINAL BLOCKAF AMP FRAME RATING

ES EACH SIDE MB/S MEGABYTE PER SECOND TEMP TEMPORARYAFF ABOVE FINISHED FLOOR

EST ESTIMATED MCC MOTOR CONTROL CENTER TF TOF FACE, TRENCH FLOORAGA AMERICAN GAS ASSOCIATION

E-STOP EMERGENCY STOP MDS MAIN DISCONNECT SWITCH TH THERMOSTATAHU AIR HANDLING UNIT

ESV EMPTYING SOLENOID VALVE MECH MECHANICAL THK THICKAIC AMPERE INTERRUPTING CAPACITY

EV, E/V EMPTYING VALVE MFR MANUFACTURER TM TILTMETERAIEE AMERICAN INSTITUTE OF ELECTRICAL ENGINEERS

EW EACH WAY MH MANHOLE TOC TOP OF CONCRETEAISC AMERICAN SOCIETY OF STEEL & CONSTRUCTION

EXH EXHAUST MIL ONE THOUSANDTH OF AN INCH TOG TOP OF GRATINGALT ALTERNATE

EXIST EXISTING MIN MINIMUM TOR TOP OF ROCKALUM ALUMINUM

EXP EXPANSION MISC MISCELLANEOUS TOS TOP OF STEELAPPROX APPROXIMATELY

EXT EXTERIOR MJ MONOLITH JOINT, MECHANICAL JOINT TP TILT PLATEARCH ARCHITECTURAL

F FUSE, DEGREES FAHRENHEIT MK MARK TRANS TRANSVERSEASCE AMERICAN SOCIETY OF CIVIL ENGINEERS

F/F FACE TO FACE MONO MONOLITH TS TRAFFIC SIGNALASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS

FA FIRE ALARM MTD MOUNTED TVSS TRANSIENT VOLTAGE SURGE SUPPRESSORASSY ASSEMBLY

FB FUSE BOX MTL METAL TYP TYPICALASTM AMERICAN SOCIETY FOR TESTING & MATERIALS

F'C 28 DAY COMPRESSION CONCRETE STRENGTH GIVEN IN PSI MTS MANUAL TRANSFER SWITCH UFC UNIFIED FACILITIES CRITERIAAT AMP TRIP RATING

FCM FRACTURE CRITICAL MEMBER MW, M/W MIDDLE WALL UH UNIT HEATERATS AUTOMATIC TRANSFER SWITCH

FD FLOOR DRAIN N NORTH, NITROGEN, NEUTRAL UL UNDERWRITERS LABORATORIESAUX AUXILIARY

FF FAR FACE NAVD NORTH AMERICAN VERTICAL DATUM UNC UNIFIED NATIONAL COARSEAVG AVERAGE

FH FLAT HEAD NC NORMALLY CLOSED UNO UNLESS OTHERWISE NOTEDAW AIR WHISTLE

FIXT FIXTURE NEC NATIONAL ELECTRICAL CODE UP UPPER POOLAWG AMERICAN WIRE GAGE

FL FLOODLIGHT NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION UPS UNINTERRUPTIBLE POWER SUPPLYAWS AMERICAN WELDING SOCIETY

FLG FLANGE NF NOT FUSED, NEAR FACE US, U/S UPSTREAMAWWA AMERICAN WATER WORKS ASSOCIATION

FLR FLOOR NFPA NATIONAL FIRE PROTECTION ASSOCIATION USACE UNITED STATES ARMY CORPS OF ENGINEERSB TO B BACK TO BACK

FM FLOATING MOORING, FORCE MAIN NGS NATIONAL GEODETIC SURVEY USLW UPSTREAM LAND WALLB.S. BLACK STEEL

FMB FLOATING MOORING BITT NGVD NATIONAL GEODETIC VERTICAL DATUM USMW UPSTREAM MIDDLE WALLB/ BOTTOM OF

FO FIBER OPTIC NIC NOT IN CONTRACT USRW UPSTREAM RIVER WALLBKR BREAKER

FRP FIBER REINFORCED POLYMER NO NUMBER, NORMALLY OPEN UT ULTRASONIC TESTINGBL BASELINE

FS FAR SIDE NOM NOMINAL V VOLTSBLDG BUILDING

FSV FILLING SOLENOID VALVE NPT NATIONAL PIPE THREAD VAC VOLTS ALTERNATING CURRENTBLK BLACK

FT FOOT, FEET NS NEAR SIDE VCP VITRIFIED CLAY PIPEBLU BLUE

FU FUSE NTRL, N NEUTRAL VDC VOLTS DIRECT CURRENTBM BEAM

FV, F/V FILLING VALVE NTS NOT TO SCALE VERT VERTICALBOT BOTTOM

Fy YIELD STRENGTH O/O OUT TO OUT VFD VARIABLE FREQUENCY DRIVEBRG BEARING

G, GRD GROUND OC ON CENTER VOIP VOICE OVER INTERNET PROTOCOLBRN BROWN

GA GAUGE OD OUTSIDE DIAMETER W WATTS, WIDTH, WATER, WEST, WHITEBSV BLOCKING SOLENOID VALVE

GAL GALLON ODOT OHIO DEPARTMENT OF TRANSPORTATION W/ WITHBT BENT

GALV GALVANIZED OF OUTSIDE FACE W/OUT WITHOUTBTU BRITISH THERMAL UNITS

GEN GENERATOR OL OVERLOAD WF WIDE FLANGEBYP BYPASS

GFE GOVERNMENT FURNISHED EQUIPMENT OPG OPENING WH WATER HEATERC CONDUIT, DEGREES CELSIUS, CONDUCTOR

GFI, GFCI GROUND FAULT CIRCUIT INTERRUPTER OPP OPPOSITE WOF WELDED ON FEMALE INTERLOCKC/C CENTER TO CENTER

GFM GOVERNMENT FURNISHED MATERIAL OPT OPTIONAL WOM WELDED ON MALE INTERLOCKCA COMPRESSED AIR

GFRP GLASS FIBER REINFORCED POLYMER ORG ORANGE WP WATERPROOF, WEATHERPROOF, WORKING POINTCAB CABINET

GPM GALLONS PER MINUTE P POLE WT WEIGHT, TEE SECTIONCAD COMPUTER-AIDED DRAFTING

GR GRADE OF STEEL PB PUSH BUTTON, PULL BOX WWR WELDED WIRE REINFORCEMENTCAHU CONDENSING UNIT

GRS GALVANIZED RIGID STEEL PC PERSONAL COMPUTER, PIECE, PROTECTION CELL YD YARDCAM CAMERA

GTG GRATING PENNDOT PENNSYLVANIA DEPARTMENT OF TRANSPORTATION YEL YELLOWCAP CAPACITY

GV GATE VALVE PF POWER FACTORCAT CATALOG

GWB GYPSUM WALL BOARD PH PHASECAT5 CATEGORY 5 CABLE

H.D. HEAVY DUTY PL PLATECB CIRCUIT BREAKER

HC HEATER CONTACTOR PLC PROGRAMMABLE LOGIC CONTROLLERC'BORE COUNTER BORE

HD HEAD, HIGH DEFINITION PNL PANELCCTV CLOSED CIRCUIT TELEVISION

HDG HOT DIP GALVANIZED POS POSITIVECD COFFERDAM

HDLS HEADLESS POT POTENTIOMETERCFM CUBIC FEET PER MINUTE

HDPE HIGH DENSITY POLYETHYLENE PP POWER PANELBOARDCFRP CARBON REINFORCED POLYMER

HEX HEXAGONAL PR PAIRCG CENTER OF GRAVITY

HH HANDHOLE PS POWER SUPPLYCI CAST IRON

HID HIGH INTENSITY DISCHARGE PSC PRESTRESSED CONCRETECIP CAST-IN-PLACE, CAST IRON PIE

HK HOOK PSF POUNDS PER SQUARE FOOTCJ CONSTRUCTION JOINT

HMI HUMAN MACHINE INTERFACE PSI POUNDS PER SQUARE INCHCJT CONTROL JOINT

HML HIGH MAST LIGHTING PSM POWER SUPPLY MODULECKT CIRCUIT

HOA, H-O-A HIGH-OFF-AUTOMATIC PT PRESSURE TRANSDUCERCL CENTERLINE

HORIZ HORIZONTAL PTZ PAN TILT ZOOMCLR CLEAR

HP HORSEPOWER, HIGH POINT PVC POLYVINYL CHLORIDECMU CONCRETE MASONRY UNIT

HPS HIGH PRESSURE SODIUM PWR POWERCO CLEANOUT

HPU HYDRAULIC POWER UNIT QTY QUANTITYCOAX COAXIAL

HS HIGH STRENGTH R, RAD RADIUSCOMM COMMUNICATION

HSA HEADED STUD ANCHOR R/C RIVER CHAMBERCONC CONCRETE

HT HEIGHT R-8 RIVER WALL MONOLITH NO. 8CONN CONNECTION

HTR HEATER RA RETURN AIRCONST CONSTRUCTION

HVAC HEATING, VENTILATING & AIR CONDITIONING RECEP RECEPTACLECONT CONTINUOUS

HW HOT WATER REF REFERENCECOR CONTRACTING OFFICER'S REPRESENTATIVE

HZ HERTZ REINF REINFORCINGCOV COVERAGE

I/O INPUT/OUTPUT REQD REQUIREDCPA CORNER PROTECTION TYPE A (HORIZONTAL)

IC INCLINOMETER RMG RELATIVE MOVEMENT GROUPCPB CORNER PROTECTION TYPE B (VERTICAL)

ICP INTERLOCK CONTROL PANEL RR RAILROAD

CPU CENTRAL PROCESSING UNIT ID INSIDE DIAMETER RT RIGHT, RADIOGRAPH TESTING

CR CONTROL RELAY IE INVERT ELEVATION RW, R/W RIVER WALL

CS1, CS-1 CONTROL STATION NO. 1 IF INSIDE FACE S SOUTH

CSK COUNTERSUNK IN INCH SA SUPPLY AIR

CTR, CTRS CENTER, CENTERS INT INTERIOR SAN SANITARY

CTRL CONTROL INV INVERT SCADA SUPERVISORY CONTROL & DATA ACQUISITION

CU FT, CF CUBIC FOOT JB, J. BOX JUNCTION BOX SCH SCHEDULE

CU YD, CY CUBIC YARD JT JOINT SDR STANDARD DIMENSION RATIO

CW COLD WATER K KIP (1 KIP = 1,000 LBS) SECT SECTION

CWL CONTRACTOR WORK LIMITS KCMIL ONE THOUSAND CIRCULAR MILS SEL SELECT

CYL CYLINDER KSI KIPS PER SQUARE INCH SF SQUARE FOOT

DC DIRECT CURRENT KVA KILOVOLT AMPS SH, SHLD SHIELDED

DEG DEGREE KW KILOWATT SHT SHEET

DEMO DEMOLITION L ANGLE SIM SIMILAR

DI DUCTILE IRON L/C LAND CHAMBER SJ CONTRACTION JOINT

DIA DIAMETER L/D LOCK AND DAM SL SLOPE

DIAG DIAGONAL L-8 LAND WALL MONOLITH NO. 8 SLS SEWAGE LIFT STATION

DIM DIMENSION LA LIGHTING ARRESTOR SOL SOLENOID

DIP DUCTILE IRON PIPE LBS POUNDS SP SUMP PUMP, SPACE

DISC SW, DS DISCONNECT SWITCH LC LIGHTING CONTACTOR SPA SPACING

DL DEAD LOAD LCD LIQUID CRYSTAL DIODE SPD SURGE PROTECTIVE DEVICE

DN DOWN LCY LATCHING CYLINDER SPDT SINGLE POLE DOUBLE THROW

DP DEEP, DISTRIBUTION PANEL Ld DEVELOPMENT LENGTH SPEC SPECIFICATION

DPDT DOUBLE POLE DOUBLE THROW Ldh HOOK DEVELOPMENT LENGTH SQ SQUARE

DPST DOUBLE POLE SINGLE THROW LDT LINEAR DISPLACEMENT TRANSDUCER SS STAINLESS STEEL, SAFETY SWITCH

DS, D/S DOWNSTREAM LED LIGHT EMITTING DIODE CLUSTER LAMP SSP SHEET PILE

DSLW DOWNSTREAM LAND WALL LF LINEAR FEET SSPC STRUCTURAL STEEL PAINTING COUNCIL

DSMW DOWNSTREAM MIDDLE WALL LG LONG ST STL STAINLESS STEEL

DSRW DOWNSTREAM RIVER WALL LIN LINEAR STA STATION

DVR DIGITAL VIDEO RECORDER LL LIVE LOAD STD STANDARD

DWG, DWGS DRAWING, DRAWINGS LLH LONG LEG HORIZONTAL STG CTRS STAGGERED CENTERS

DWP DEWATERING PUMP LLV LONG LEG VERTICAL STIFF STIFFENER

EAST LMC LATEX MODIFIED CONCRETE STIR STIRRUP

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CPP CORRUGATED PLASTIC PIPE

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RD.

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EXPOSED OUTFLOW

VENT

SANITARY

STAIRS

DECIDUOUS TREE

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TREE LINE

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MOSQUITO CREEK LAKE

RIP

RAP

RIPRAP

RIP

RAP

DECIDUOUS TREE

PIEZOMETER MC-16

DITCH CENTERLINER

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DITCH CENTERLINE

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OUTFLOW TUNNEL

FENCE

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SIDEWALK

STAIRS

FENCE

WATER VENTS

C B

SANITARY VENTS

BRAKE DRUM

WITH BURIED

VERTICAL PIPE

6" CAST IRON

JUNCTION BOX

UNKNOWN UTILITY

FENCE

BOX

JUNCTION

SANITARY

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GUIDE RAIL

(OHIO S

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REFERENCE POINT

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GENERAL SHEET NOTES

CONTRACTOR WORK LIMITS NOTES

PLAN - CONTRACTOR WORK LIMITS

SCALE: 1" = 30'

NORTH

PLAN

30' 60'0

SHEET KEYNOTES

LEGEND

CALLOUTS

REFERS TO CONTRACTOR WORK LIMITS SCHEDULE, THIS SHEET

SPOT LOCATION

CONTRACTOR WORK LIMITS

INFORMATION, SEE SHEET V-101.

FOR HORIZONTAL AND VERTICAL SURVEY CONTROL AND REFERENCE DATUM 2.

DEFINED ON THIS SHEET, SEE SHEET G-004.

FOR STANDARD PROJECT ABBREVIATIONS AND LEGEND SYMBOLS NOT 1.

CONTRACTOR LAYDOWN AREA LIMITS

ROAD RIGHT-OF-WAY LINE (STATE, COUNTY, ETC.)

ABBREVIATIONS

RD. ROAD

S.R. STATE ROUTE

RIGHT-OF-WAYR-O-W

BEFORE BEGINNING ANY DIGGING PROJECT

DAYS (EXCLUDING WEEKENDS AND LEGAL HOLIDAYS)

AT LEAST 48 HOURS BUT NO MORE THAN 10 WORKING

UTILITIES PROTECTION SERVICE, 811 OR 1-800-362-2764,

BY LAW, EVERYONE MUST CONTACT THE OHIO

PARKING.

AND MATERIALS, STAGING OF CONSTRUCTION, AND PERSONAL VEHICLE

AREA RESERVED FOR CONTRACTOR LAYDOWN, STORAGE OF EQUIPMENT 3.

TEMPORARY DEWATERING MEASURES.

WALLS AND TRAINING WALL EXTENSIONS FOR INSTALLATION OF

UPSTREAM OF THE INTERSECTION OF THE UPPER (ORIGINAL) TRAINING

THE CONTRACTOR SHALL HAVE LIMITED ACCESS WITHIN THE STILLING BASIN 2.

OUTLET STRUCTURE OR THE UPPER (ORIGINAL) TRAINING WALLS.

THE CONTRACTOR SHALL HAVE NO ACCESS TO THE TOP OF THE DAM 1.

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MAXIMUM GROSS WEIGHT OF 5 TONS UNDER ALL CIRCUMSTANCES.

VEHICLES TRAVELING OVER THE OUTFLOW TUNNEL ARE LIMITED TO A 4.

AND 8.

305 (WILSON SHARPSVILLE ROAD) RIGHT-OF-WAY LINE BETWEEN POINTS 7

CONTRACTOR WORK LIMITS RUN CONCURRENT WITH OHIO STATE ROUTE 3.

CONTRACTOR WORK LIMITS SCHEDULE ON THIS SHEET.

A SPECIFIC NORTHING AND EASTING COORDINATE LISTED IN THE

PAVEMENT EXCEPT FOR WHERE CALLED OUT BY A POINT ASSOCIATED WITH

THE CONTRACTOR WORK LIMITS FOLLOW THE EDGE OF THE PARKING LOT 2.

PARKING LOT OFF OF DURST COLEBROOK ROAD.

CONTRACTOR SHALL ACCESS THE PROJECT WORK AREA FROM THE 1.

M A

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E P

TUNNEL

EXPOSED OUTFLOW

VENT

SANITARY

DECIDUOUS TREE

DO NOT DISTURB

REFERENCE POINT

F E

N C

F E

N C

WATER VENTS

BRAKE DRUM

WITH BURIED

VERTICAL PIPE

6" CAST IRON

JUNCTION BOX

UNKNOWN UTILITY

FENCE

BOX

JUNCTION

SANITARY

G U

E R

G U

E R

GUIDE RAIL

O U

T F

L O

W S

G B

A S

D U

R S

T C

O L E

B R

O O

K R

WILS

ON SHARPSVILLE

RD.

B U

STAIRS

DECIDUOUS TREE

MOSQUITO CREEK LAKE

RIP

RAP

RIPRAP

RIP

RAP

DECIDUOUS TREE

PIEZOMETER MC-16

MOSQ

M1 PP

DITCH CENTERLINER

C H C

E N

T E

R L

M O

S Q

O C

R E

E K

DITCH CENTERLINE

OUTFLOW TUNNEL

FENCE

T O

W E

F L

O W

SIDEWALK

STAIRS

FENCE

C B

SANITARY VENTS

C B

P A

R K

G L

O T

P A

R K

G L

O T

FENCE

STAIRS SIDEWALK

S O

A T

N N

D E

N E

D B

D E

S C

N M

A R

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

1 98765432

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B U

R G

H P

E R

T Y A

V E

H O

O N

T A

L A

N D V

E R

A L C

O N

T R

O L

P R

O J E

C T D

A T

V-101

B A

K E

M A

R T

E Z

R P

E N

A M

SCALE: 1" = 30'

NORTH

PLAN

30' 60'0

SURVEY CONTROL PLAN

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

M O

S Q

O C

R E

E K L

A K

E R

E S

E R

V O

S T

G B

A S

T S

E A

B E

A V

E R R

E R B

A S

AND SEARCH VIA THE COE PID.

PLEASE CONSULT U-SMART (USACE SURVEY MARKER AND RETRIEVAL TOOL)

CONTROL MONUMENTS ON THIS DRAWING. FOR GEOGRAPHIC COORDINATES

NOTIFYING THE GOVERNMENT OF RECOVERY OF ANY OF THE SURVEY

THE PUBLIC WEBSITE USMART.USACE.ARMY.MIL SHALL BE UTILIZED FOR 7.

ORDER TO ACCESS THE POINTS, THE CAP MUST BE REMOVED.

CONTROL POINT M1 AND A1 ARE SET INSIDE A 4" GALVANIZED PIPE. IN 6.

1.0000899713. GROUND DISTANCE = GRID DISTANCE X 1.0000899713.

THE COMBINED SCALE FACTOR (OH NORTH ZONE) FOR THE PROJECT IS 5.

CONSTRAINING THE HEIGHT OF MOSQ (M4).

OBSERVATIONS (DIGITAL LEVELING), WITH THE LATEST OCCURRING IN 2017,

SQUARES ADJUSTMENT OF MULTIPLE YEARS’ OF DEFORMATION SURVEY

THE ORTHOMETRIC HEIGHTS (ELEVATIONS) WERE DERIVED FROM A LEAST 4.

SURVEY FEET (USFT).

THE VERTICAL DATUM ON THIS SHEET IS NAVD88 AND THE UNITS ARE IN U.S. 3.

GUST(AJ7190), PAMM(DM4141), AND OHMN(DI1860).

CONSTRAINING CONTINUOUSLY OPERATING REFERENCE STATIONS (CORSS)

OBSERVATIONS (GNSS), WITH THE LATEST OCCURRING IN 2017,

SQUARES ADJUSTMENT OF MULTIPLE YEARS’ OF DEFORMATION SURVEY

THE HORIZONTAL GRID COORDINATES WERE DERIVED FROM A LEAST 2.

(FIPS 3401). THE UNITS ARE IN U.S. SURVEY FEET (USFT).

COORDINATE SYSTEM IS OHIO STATE PLANE COORDINATES NORTH ZONE

THE HORIZONTAL DATUM ON THIS SHEET IS NAD83 (2011). THE GRID 1.

GENERAL SHEET NOTES

LEGEND

HORIZONTAL AND VERTICAL CONTROL POINT

VERTICAL CONTROL POINT

W N

CERTIFIED FINAL DOCUMENT

K R

T E

N L S

C O

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E P

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N E

D B

D E

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A R

S U

B M

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D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

1 98765432

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:52:46 AM 10/23/2019

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B U

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T Y A

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V-602

B A

K E

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SCALE: NTS

GENERAL NOTES

H Y

D R

O G

R A

P H

A V

E R

A G

E D

Y O

U T F

L O

AVERAGE DAILY OUTFLOW HYDROGRAPH 2009 AVERAGE DAILY OUTFLOW HYDROGRAPH 2010

AVERAGE DAILY OUTFLOW HYDROGRAPH 2012AVERAGE DAILY OUTFLOW HYDROGRAPH 2011

CORPS OF ENGINEERS RECORDS AT THE MOSQUITO CREEK LAKE OUTFLOW.

HISTORICAL AVERAGE DAILY OUTFLOW HYDROGRAPHS ARE BASED ON 1.

C H

T N

E R

H S

P S

A N

S I

S T

G B

A S

T S

E A

M O

S Q

O C

R E

E K L

A K

E R

E S

E R

V O

B E

A V

E R R

E R B

A S

W N

CERTIFIED FINAL DOCUMENT

E P

/S J E

A B

N E

H P .E

A T

N N

D E

N E

D B

D E

S C

N M

A R

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

1 98765432

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:56:47 AM 10/23/2019

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B U

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V E

V-603

B A

K E

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SCALE: NTS

H Y

D R

O G

R A

P H

A V

E R

A G

E D

Y O

U T F

L O

AVERAGE DAILY OUTFLOW HYDROGRAPH 2013 AVERAGE DAILY OUTFLOW HYDROGRAPH 2014

AVERAGE DAILY OUTFLOW HYDROGRAPH 2016AVERAGE DAILY OUTFLOW HYDROGRAPH 2015

GENERAL NOTES

CORPS OF ENGINEERS RECORDS AT THE MOSQUITO CREEK LAKE OUTFLOW.

HISTORICAL AVERAGE DAILY OUTFLOW HYDROGRAPHS ARE BASED ON 1.

C H

T N

E R

H S

P S

A N

S I

S T

G B

A S

T S

E A

M O

S Q

O C

R E

E K L

A K

E R

E S

E R

V O

B E

A V

E R R

E R B

A S

W N

CERTIFIED FINAL DOCUMENT

E P

/S J E

A B

N E

H P

A T

N N

D E

N E

D B

D E

S C

N M

A R

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

1 98765432

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:59:42 AM 10/23/2019

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T S

B U

R G

H D

T R

T S

B U

R G

H P

E R

T Y A

V E

V-604

B A

K E

E N

A M

SCALE: NTS

A V

E R

A G

E D

Y O

U T F

L O

W H

Y D

R O

G R

A P

H S

GENERAL NOTES

AVERAGE DAILY OUTFLOW HYDROGRAPH 2017 AVERAGE DAILY OUTFLOW HYDROGRAPH 2018

DISCHARGE-EXCEEDANCE CURVE DEPTH-DISCHARGE CURVE

A N

D D

E P

T H -D

C H

A R

G E C

U R

V E

C H

A R

G -E

X C

E E

D A

N C

E C

U R

V E

C H

T N

E R

H S

P S

A N

S I

S T

G B

A S

T S

E A

M O

S Q

O C

R E

E K L

A K

E R

E S

E R

V O

B E

A V

E R R

E R B

A S

873.42 FEET (NAVD88).

STILLING BASIN, AND IS IN REFERENCE TO STILLING BASIN FLOOR ELEVATION

THE DEPTH-DISCHARGE CURVE IS REPRESENTATIVE OF FLOW IN THE 3.

DATA SPANNING FROM 01 OCTOBER 1986 TO 03 APRIL 2019.

THE DISCHARGE-EXCEEDANCE CURVE WAS GENERATED FROM HOURLY 2.

OUTFLOW.

BASED ON CORPS OF ENGINEERS RECORDS AT THE MOSQUITO CREEK LAKE

DISCHARGE-EXCEEDANCE CURVE, AND DEPTH-DISCHARGE CURVE ARE

HISTORICAL AVERAGE DAILY OUTFLOW HYDROGRAPHS, 1.

W N

CERTIFIED FINAL DOCUMENT

E P

/S J E

A B

N E

H P

T F

L O

W S

G B

A S

B U

TUNNEL

EXPOSED OUTFLOW

VENT

SANITARY

STAIRS

DECIDUOUS TREE

TREE LINE

T R

E E L

DECIDUOUS TREE

PIEZOMETER MC-16

DITCH CENTERLINER

M O

S Q

O C

R E

E K

C H C

E N

T E

R L

F E

N C

F E

N C

OUTFLOW TUNNEL

FENCE

T O

W E

SIDEWALK

STAIRS

FENCE

WATER VENTS

FENCE

C B

SANITARY VENTS

BRAKE DRUM

WITH BURIED

VERTICAL PIPE

6" CAST IRON

JUNCTION BOX

UNKNOWN UTILITY

BOX

JUNCTION

SANITARY

C B

P A

R K

G L

O T

P A

R K

G L

O T

G U

E R

G U

E R

FENCE

GUIDE RAIL

F L

O W

S O

A T

N N

D E

N E

D B

D E

S C

N M

A R

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

1 98765432

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:18:21 AM 10/23/2019

...\22_Mosquito Creek Lake - 111290\Stilling Basin Joint Sealing\Engineering\Designs\Sheets\OVERALL PROJECT WORK AREAS PLAN SHEET

T S

B U

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H D

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B U

R G

H P

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T Y A

V E

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G B

A S

T S

E A

B E

A V

E R R

E R B

A S

M O

S Q

O C

R E

E K L

A K

E R

E S

E R

V O

P L

A N A

N D N

O T

E S

C-101

C R

A T

T Y

R U

S N

A K

E N

A M

SCALE: 1" = 20'

NORTH

PLAN

20' 40'0

GENERAL SHEET NOTES

(BMP) INSTALLATION AND MAINTENANCE NOTES, SEE SHEET X-002.

FOR EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICE 2.

G-004.

FOR ADDITIONAL ABBREVIATIONS NOT LISTED ON THIS SHEET, SEE SHEET 1.

O V

E R

A L L P

R O J E

C T W

O R

K A

R E

A S

OVERALL PLAN - PROPOSED CONSTRUCTION WORK AREAS

INFORMATION

ENLARGED PLAN AND ADDITIONAL

FENCING - SEE SHEET C-403 FOR

JOINT SEALING AND NEW SECURITY

STILLING BASIN LOWER WINGWALLS

INFORMATION

PLAN AND ADDITIONAL

C-402 FOR ENLARGED

EXTENSION - SEE SHEET

NEW STORM CULVERT

W N

CERTIFIED FINAL DOCUMENT

T S

T U

R M

M A

T T

H E

W P

R O

T H

E R P .E

E P

C-403

C-402

STAIRS

PIEZOMETER MC-16

T O

W E

GRADE

EXISTING

UNDISTURBED EARTH

PIPE

12" (MAX)

6" (MIN)

12" (MAX)

6" (MIN)

O D

V A

20'

END SECTION

90 LF 15" CPP WITH

MATERIAL TYPE

PIPE - SEE PLAN FOR SIZE AND

TOPSOIL, SEED, AND MULCH

MATERIAL, TOP WITH 4" OF

WITH ORIGINAL (SUITABLE)

BACKFILL BALANCE OF TRENCH

IN MAX 6" LIFTS

TO 12" OVER PIPE AND COMPACTED

AASHTO #57 COARSE AGGREGATE

COARSE AGGREGATE)

BEDDING MATERIAL (AASHTO #57

S O

A T

N N

D E

N E

D B

D E

S C

N M

A R

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

1 98765432

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:23:13 AM 10/23/2019

...\22_Mosquito Creek Lake - 111290\Stilling Basin Joint Sealing\Engineering\Designs\Sheets\NEW STORM CULVERT EXTENSION - ENLARGED PLAN S

T S

B U

R G

H D

T R

T S

B U

R G

H P

E R

T Y A

V E

S T

G B

A S

T S

E A

B E

A V

E R R

E R B

A S

M O

S Q

O C

R E

E K L

A K

E R

E S

E R

V O

C-402

C R

A T

T Y

R U

S N

A K

E N

A M

GENERAL SHEET NOTES

N E

W S

T O

R M C

U L

V E

R T E

X T

E N

SCALE: 1" = 10'

PLAN - NEW STORM CULVERT EXTENSION

NORTH

PLAN

10' 20'0C-101

SCALE: NTS

DETAIL - TYPICAL PIPE TRENCH

C-402

AT PIPE OUTLET

RIPRAP APRON

SHEET KEYNOTES

LEGEND

STORM DRAIN (NEW)

STORM DRAIN (EXISTING)

MAJOR CONTOUR (EXISTING, 5-FOOT INTERVALS)

(BMP'S) TO BE IMPLEMENTED FOR THIS WORK AREA, SEE SHEET X-101.

FOR EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES 2.

DEFINED ON THIS SHEET, SEE SHEET G-004.

FOR STANDARD PROJECT ABBREVIATIONS AND LEGEND SYMBOLS NOT 1.

W N

CERTIFIED FINAL DOCUMENT

AASHTO #57 COARSE AGGREGATE (NEW)

T S

T U

R M

P L

A N

D E

T A

A N

D N

O T

E S

UNDISTURBED EARTH

RIPRAP APRON

PROVIDE POSITIVE DRAINAGE TO OUTLET.

SLOPE OF NEW STORM DRAIN TO FOLLOW EXISTING GROUND SLOPE; 3.

STORM CULVERT EXTENSION AS SHOWN ON THIS DRAWING.

INSTALL APPROPRIATE PIPE FITTING TO ALLOW CONSTRUCTION OF NEW 2.

BACKFILL TRENCH SIMILAR TO DETAIL F5, THIS SHEET.

EXCAVATE AND REMOVE LAST 20 LF OF EXISTING CPP STORM CULVERT, AND 1.

M A

T T

H E

W P

R O

T H

E R P .E

E P

X-506

C-402

T F

L O

W S

G B

A S

STAIRS

RIP

RAP

RIPRAP

O U

T F

L O

W S

G B

A S

STAIRS

F E

N C

F E

N C

FENCE

EXTENSION

TRAINING WALL

EXTENSION

WALL

TRAINING

TRAINING WALLS

UPPER (ORIGINAL)

M O

S Q

O C

R E

E K

F L

O W

15'-9"'

'-2

'-8

'-9

'-8

3'-6"'

S O

A T

N N

D E

N E

D B

D E

S C

N M

A R

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

1 98765432

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:27:30 AM 10/23/2019

...\22_Mosquito Creek Lake - 111290\Stilling Basin Joint Sealing\Engineering\Designs\Sheets\STILLING BASIN JOINT SEALING AND NEW SECURITY

T S

B U

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H D

T R

T S

B U

R G

H P

E R

T Y A

V E

S T

G B

A S

T S

E A

B E

A V

E R R

E R B

A S

M O

S Q

O C

R E

E K L

A K

E R

E S

E R

V O

C-403

C R

A T

T Y

R U

S N

A K

E N

A M

GENERAL SHEET NOTES

SHEET KEYNOTES

LEGEND

MAJOR CONTOUR (EXISTING, 5-FOOT INTERVALS)

P L

A N A

N D N

O T

E S

PLAN - STILLING BASIN JOINT SEALING AND NEW SECURITY FENCE

SCALE: 1" = 10'

NORTH

PLAN

10' 20'0C-101

SECURITY FENCING (EXISTING)

SECURITY FENCING (NEW)

S T

G B

A S

R A

G W

A L L E

X T

E N

N S

J O

T S

E A

G A

N D N

E W S

E C

U R

Y F

E N

(BMP'S) TO BE IMPLEMENTED FOR THIS WORK AREA, SEE SHEET X-002.

FOR EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICE 2.

DEFINED ON THIS SHEET, SEE SHEET G-004.

FOR STANDARD PROJECT ABBREVIATIONS AND LEGEND SYMBOLS NOT 1.

TRAINING WALL EXTENSION JOINT SEALING WORK)

TEMPORARY COFFERDAM (SECOND PHASE OF

TRAINING WALL EXTENSION JOINT SEALING WORK)

CONCRETE JERSEY BARRIER UNIT; INITIAL PHASE OF

TEMPORARY COFFERDAM (SYMBOL EQUAL TO ONE

RIPRAP DAM SLOPE PROTECTION (EXISTING)

DIVERSION

WATER

BARRIER

JERSEY

TEMPORARY

W N

CERTIFIED FINAL DOCUMENT

EXTENSION)

TRAINING WALL

FENCE (TYP EACH

CHAIN-LINK SECURITY

WALL EXTENSION)

EACH TRAINING

OVERHANG (TYP

SECURITY FENCE

T S

T U

R M

5 6

OUTFLOW STILLING BASIN TO NORMAL OPERATING CONDITIONS.

DOWN AND REMOVE THE TEMPORARY COFFERDAM, AND RETURN THE

CONSTRUCTION WASTE MATERIAL/DEBRIS FROM THE WORK AREA, BREAK

EXTENSION, THE CONTRACTOR SHALL REMOVE ALL EQUIPMENT AND ANY

UPON COMPLETION OF ALL WORK ON THE REMAINING TRAINING WALL 8.

THROUGH 4 (ABOVE).

AND PERFORM WORK IN THE SAME SEQUENCE DESCRIBED IN KEYNOTES 2

"IN-THE-DRY" WORK AREA FOR THE REMAINING TRAINING WALL EXTENSION

BREAK DOWN THE TEMPORARY COFFERDAM, AND THEN ESTABLISH AN

ANY CONSTRUCTION WASTE MATERIAL/DEBRIS FROM THE WORK AREA,

WALL EXTENSION, THE CONTRACTOR SHALL REMOVE ALL EQUIPMENT AND

UPON COMPLETION OF ALL WORK ON EITHER THE EAST OR WEST TRAINING 7.

CONFIGURATION.

EXTENSION SECURITY FENCING, MATCHING THE ORIGINAL SIGNAGE

SECURITY FENCING SHALL BE REINSTALLED ON THE NEW TRAINING WALL

SIGNAGE REMOVED FROM THE DEMOLISHED TRAINING WALL EXTENSION 6.

SHEETS C-504 AND C-505 FOR TYPICAL FENCE DETAILS AND INFORMATION.

APRONS SHALL BE INSTALLED ON THE TRAINING WALL EXTENSION - SEE

JOINTS, NEW 6'-0" HIGH CHAIN-LINK SECURITY FENCE WITH BARBED-WIRE

UPON COMPLETION OF WORK ON THE TRAINING WALL EXTENSION MONOLITH 5.

DETAILS, AND NOTES SHOWN ON SHEETS S-101 AND S-302.

ALL TRAINING WALL EXTENSION MONOLITH JOINTS TO BE SEALED PER PLAN, 4.

EXTENSION.

SECURITY FENCE WITH BARBED-WIRE APRON ON TOP OF TRAINING WALL

CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING CHAIN-LINK 3.

REINSTALLATION ON NEW CHAIN-LINK SECURITY FENCE.

ANY ATTACHMENT APPURTENANCES (NUTS, BOLTS, CLAMPS, ETC.) FOR

TRAINING WALL EXTENSION, AND THEN REMOVE AND SAVE SIGNAGE AND

ATTACHED TO THE EXISTING CHAIN-LINK SECURITY FENCE ON TOP OF THE

CONTRACTOR SHALL RECORD CONFIGURATION OF EXISTING SIGNAGE 2.

INFORMATION).

REMOVAL SYSTEM (SEE DETAIL D1, SHEET X-504, FOR ADDITIONAL

AREA SHALL BE REMOVED THROUGH THE USE OF A PUMPED SEDIMENT

"IN-THE-DRY" WORKING AREA, ANY REMAINING WATER IN THE WORKING

EAST OR WEST TRAINING WALL EXTENSION. UPON ESTABLISHMENT OF THE

PERFORM WORK, AS SPECIFIED UNDER THIS CONTRACT, ON EITHER THE

DIVERSION PRIOR TO THE CONTRACTOR MOBILIZING EQUIPMENT TO

CONTRACTOR THROUGH CONSTRUCTION OF A TEMPORARY WATER

AN "IN-THE-DRY" WORKING AREA SHALL BE ESTABLISHED BY THE 1.

M A

T T

H E

W P

R O

T H

E R P .E

E P

X-504

A1 X-504

X-504

WALL EXTENSION

TOP OF TRAINING

WALL EXTENSION

FACE OF TRAINING

STILLING BASIN

WALL EXTENSION

TOP OF TRAINING

WALL EXTENSION

FACE OF TRAINING

STILLING BASIN

EXTENSION

TRAINING WALL

D/S FACE OF

EXTENSION

WALL

TRAINING

TOP OF

LINE POSTS TO BE EQUALLY SPACED

10'-0" MAXIMUM10'-0" MAXIMUM

TIE WIRES (TYP)

LINE POSTTOP RAIL

LINE POST (TYP)

TIE WIRES

OR PULL POST

CORNER, END

BOTTOM RAIL (TYP)

ON EXTENSION ARMS

BARBED-WIRE APRON

F A

B R

/2 (M

A X

/2 (M

EXTENSION ARM EXTENSION ARMS (TYP)

FENCE FABRIC

BOTTOM OF

(9 GAGE, 2" MESH)

FENCE FABRIC

CHAIN-LINK

(MIN)

E M

B E

1/2 " 1/2 "

3'-6"

F A

B R

CORNER POST

BRACE RAIL

POST

LINE

TRUSS ROD

BOTTOM RAIL

BARBED WIRE

3 STRANDS OF

ARM (TYP)

EXTENSION

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K E

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A W

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U E D

A T

SHEET ID

1 98765432

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

OF THE AREA TO BE SECURED.

THE VIEW IN THIS DETAIL IS FROM OUTSIDE

NOTE:

CONNECTION)

(TYP 4 PLACES PER POST

AND NUTS PER MANUFACTURER

ANCHORS - PROVIDE WASHERS

1/2"Ø THREADED ADHESIVE

(SEE SHEET C-504)

SCHEDULE

PER STEEL PIPE

PIPE DIAMETER

1/4

WELD POST TO

BASE PLATE

BASE

PLATE

MK C-504-1

(SEE SHEET C-504)

SCHEDULE

PER STEEL PIPE

PIPE DIAMETER

CONNECTION)

(TYP 4 PER POST

1/2"Ø ANCHORS

HOLES FOR

DRILL 9/16"Ø

9/16"Ø HOLES

1/2" A36 STEEL PLATE

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GENERAL SHEET NOTES

SECURITY FENCE NOTES

SECURITY FENCE LEGEND

FABRIC WIDTH (INCHES)72:

FENCE WITH TOP AND BOTTOM RAILSTBR:

CHAIN-LINK FENCE WITH BARBED-WIRE ON SINGLE OUTRIGGERFE6:

INFORMATION.

SEE SHEET C-505 FOR ADDITIONAL SECURITY FENCE DETAILS AND 2.

G-004.

FOR ADDITIONAL ABBREVIATIONS NOT LISTED ON THIS SHEET, SEE SHEET 1.

S H

E E

T O

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A L L E

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DETAIL - CHAIN-LINK SECURITY FENCE TYPE FE6-TBR-72

SCALE: 1" = 1"C-403

SCALE: NTS

SECTION - FENCE POST CONNECTION

C-504

E1 A4

SECTION - FENCE POST CONNECTION - TOP VIEW

SCALE: NTSC-504

THROUGH THE BOTTOM RAIL, AS SHOWN.

THROUGH THE BOTTOM RAIL ENDS TO ENSURE THAT CARRIAGE BOLTS PASS

CARRIAGE BOLTS, AS SHOWN. ADDITIONAL HOLES SHALL BE DRILLED

BOTTOM RAILS SHALL BE ATTACHED TO DOUBLE RAIL ENDS USING 3/8" 4.

FROM THE SECURED AREA.

ALL FENCE SHALL HAVE THE BARBED-WIRE APRON EXTENDING OUTWARD 3.

PLACED ON THE SIDE OF FENCE ALIGNMENT OPPOSITE THE SECURE AREA.

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

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

INSTALLATION THAT COMPLY WITH THE PROJECT SPECIFICATIONS.

TO LIMIT OTHER TYPES OF FENCE SECTIONS AND METHODS OF

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

DETAIL - SECURITY FENCE OVERHANG

SCALE: NTSC-403

DETAIL - BASE PLATE MK C-504-1

SCALE: 3" = 1' 6"0 3" 1'C-504

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CERTIFIED FINAL DOCUMENT

M A

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C-504

WALL EXTENSION

TOP OF TRAINING

DOUBLE RAIL END

SECURE SIDE

90° DOUBLE RAIL END

SECURE SIDE SECURE SIDE

CORNER POST

END, PULL OR

PEENED THREADS

BOLT WITH

3/8" CARRIAGE

FENCE FABRIC

WIRES (2'-0" OC MAX)

9 GAGE STEEL TIE

BOTTOM RAIL

LINE POST

PEENED THREADS

BOLT WITH

3/8" CARRIAGE

FENCE FABRIC

BOTTOM RAIL

SINGLE RAIL END

M A

FENCE FABRIC

LINK

FENCE FABRIC

ENGAGE EACH

TENSION BAR TO

BOTTOM OF FENCE FABRIC

AND WITHIN 4" FROM TOP AND

TENSION BAND - 15" OC MAX

CARRIAGE BOLT

TENSION BAR

FABRIC

BOTTOM OF FENCE

FROM THE TOP AND

AND WITHIN 4"

WIRE - 15" OC MAX

9 GAGE STEEL TIE

WIRE

9 GAGE STEEL TIE

FENCE FABRIC

WIRES (2'-0" OC MAX)

9 GAGE STEEL TIE

FENCE FABRIC

TENSION BAND

BRACE RAIL

(3/8"Ø MIN)

TRUSS ROD

(3/8"Ø MIN)

TRUSS ROD

TENSION BAND

END POST

SINGLE RAIL END

BOTTOM RAIL WITH

(TYP)

RIVETED FLUSH

3/8" PLAIN PIN

1' -1 0"

YP)7

1/ 2"

BARBED WIRE (TYP)

LOCK PIN (TYP)

(T Y P )6"

(TYP)

RIVETED FLUSH

3/8" PLAIN PIN

'-6

1'-0"

STEEL GROUND ROD

3/4"Ø COPPER-CLAD

OF COPPER

CLAMP-TYPE FITTING

WELD OR APPROVED

MOLDED EXOTHERMIC

COPPER WIRE

#8 AWG SOLID

FENCE POST

CONCRETE BASE

GRADE LINE

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N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

1 98765432

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

O F F

A B

T O B

O T

T O

END, PULL AND CORNER RAILDOUBLE END RAIL

BOTTOM RAIL DETAILS

ATTACHMENT DETAIL

TOP RAIL

ATTACHMENT DETAIL

LINE POST

BRACE RAIL CLAMP DETAIL TRUSS ROD CONNECTION DETAIL

ATTACHMENT DETAIL

END POST

EXTENSION ARM DETAILS

LINE POST CORNER POST

GROUNDING DETAIL

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:34:58 AM 10/23/2019

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GENERAL SHEET NOTES

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INFORMATION.

SEE SHEET C-504 FOR ADDITIONAL SECURITY FENCE DETAILS AND 2.

FOR ADDITIONAL ABBREVIATIONS USED ON THIS SHEET, SEE SHEET G-004.1.

MISCELLANEOUS SECURITY FENCE DETAILS

SCALE: NTSC-403

T S

T U

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CERTIFIED FINAL DOCUMENT

M A

T T

H E

W P

R O

T H

E R P .E

E P

S O

A T

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D E

N E

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D E

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A R

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T E

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D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

1 98765432

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L8 L9

L10

L11

L12

R10

MOSQUITO CREEKMOSQUITO CREEK

FLOW

OUTFLOW STILLING BASIN

R E

F E

R E

N C

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T A

E D S

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L A

S-101

B A

K E

H E

R O

IN F

E N

A M

PLAN VIEW

SCALE: 1" = 10' 10' 20'0

NORTH

PLAN

TRUE N

B L

U C

A R

E L L I

A N

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CERTIFIED FINAL DOCUMENT

GENERAL NOTES

FOAM GROUT (VERTICAL ON WALL)

WATERSTOP NUMBER (LEFT)

WATERSTOP NUMBER (RIGHT)

WATERSTOP

LEGEND

AND TRAINING WALL EXTENSION MONOLITHS.

WATERSTOP INTO VERTICAL JOINTS BETWEEN THE WELL INTAKE MONOLITH

1/2" DIA HOLE TO BE DRILLED AND USED FOR INSTALLATION OF FOAM GROUT 3.

FOR SHEAR KEY DETAILS.

REFER TO REFERENCE DRAWING 035bb-U1-61/1, SECTION B-B, C-C, AND D-D 2.

NON-SHRINK GROUT.

THE WATERSTOP IS MAINTAINED DURING AND AFTER PLACEMENT OF

CONTRACTOR SHALL TAKE MEASURES TO ENSURE VERTICAL ALIGNMENT OF

PVC WATERSTOP SHALL BE SIKA GREENSTREAK TYPE 679 OR EQUAL. 1.

G R

E G

O R

Y N

M E

Y E

R P .E

E P

S-302

INTAKE WELL MONOLITH

SHEET S-101

NOTE 3,

F1 (TYP), SEE

TRAINING WALL EXTENSION

TRAINING WALL

ORIGINAL

SHEET S-101

NOTE 3,

F1 (TYP), SEE

EXISTING TRAINING WALL

(T Y

SHEET S-101

SEE NOTE 3,

F1 (TYP),

FOAM GROUT NOT SHOWN

NOTE:

V A

S E

Q E

TRAINING WALL EXTENSION

EXISTING TRAINING WALL

GROUT

NON-SHRINK

FILL W/

" DERRICK STONE

T/ GROUTED

F U

L L H

H T O

F M

O N

O L

V A

SEE NOTE 2, SHEET S-101

EXISTING SHEAR KEY,

S-101

SEE NOTE 1, SHEET

PVC WATERSTOP,

FACE OF WALL

SEALANT

POLYURETHANE

WATERSTOP

GROUT

FOAM

S O

A T

N N

D E

N E

D B

D E

S C

N M

A R

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

1 98765432

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

INTAKE WELL HOUSE

DERICK STONE

VERTICAL MONOLITH JOINT

FACE OF WALL

GROUT

NON-SHRINK

FILL W/

S-101

SEE NOTE 1, SHEET

PVC WATERSTOP,

7" DIA CORE HOLE

SEALANT

POLYURETHANE

F1 (TYP),

FACE OF WALL

JOINT

VERTICAL

WATERSTOP

GROUT

F1 (TYP), FOAM

SHEET S-101

SEE NOTE 3,

DERICK STONE

PD: AEC_pdf.pltcfg11:57:47 AM 10/23/2019

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S-302

B A

K E

H E

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IN F

E N

A M

SCALE: 1" = 1' 0 1' 2'6"S-101

SCALE: 1" = 1' 0 1' 2'6"S-302

SCALE: 1 1/2" = 1'S-302

1' 2'0 6"

B L

U C

A R

E L L I

A N

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A K

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E R B

SCALE: 1" = 1' 0 1' 2'6"S-101

B2SECTION - FOAM GROUT WATERSTOP SECTION - PVC WATERSTOP

PLAN - FOAM GROUT WATERSTOP DETAIL

W N

CERTIFIED FINAL DOCUMENT

ELEVATION - FOAM GROUT WATERSTOP (INTAKE WELL)

PLAN - PVC WATERSTOP DETAIL

(ORIGINAL TRAINING WALL)

ELEVATION - FOAM GROUT WATERSTOP

G R

E G

O R

Y N

M E

Y E

R P .E

E P

S-302

T F

L O

W S

G B

A S

B U

TUNNEL

EXPOSED OUTFLOW

VENT

SANITARY

STAIRS

DECIDUOUS TREE

T R

E E L

RIP

RAP

RIPRAP

DECIDUOUS TREE

PIEZOMETER MC-16

DITCH CENTERLINER

M O

S Q

O C

R E

E K

C H C

E N

T E

R L

F E

N C

F E

N C

OUTFLOW TUNNEL

FENCE

T O

W E

SIDEWALK

STAIRS

FENCE

WATER VENTS

FENCE

C B

SANITARY VENTS

BRAKE DRUM

WITH BURIED

VERTICAL PIPE

6" CAST IRON

JUNCTION BOX

UNKNOWN UTILITY

BOX

JUNCTION

SANITARY

C B

P A

R K

G L

O T

P A

R K

G L

O T

G U

E R

G U

E R

FENCE

GUIDE RAIL

895 915

F L

O W

CFS-18

CFS-

C F S -1

63'

WORK LIMITS

CONTRACTOR

WORK LIMITS

CONTRACTOR

12'

S O

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T E

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R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

1 98765432

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

CFS-18

CFS-

C F S -1

2 C F S -1

C F S -1

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...\22_Mosquito Creek Lake - 111290\Stilling Basin Joint Sealing\Engineering\Designs\Sheets\Erosion and Sediment Control Plan Sheet

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X-101

C R

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O S

N A

N D S

E D

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T C

O N

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O L P

L A

ENTRANCE

CONSTRUCTION

ROCK

LAYDOWN AREA)

(CONTRACTOR

MATERIAL

NON-ERODIBLE

(TYP WHERE SHOWN)

SOCK (CFS)

12" COMPOST FILTER

INLET PROTECTION

FILTER BAG

SCALE: 1" = 20'

NORTH

PLAN

20' 40'0

PLAN - EROSION AND SEDIMENT CONTROL

GENERAL SHEET NOTES

SHEET KEYNOTES

LEGEND

STORM DRAIN (NEW)

STORM DRAIN (EXISTING)

MAJOR CONTOUR (EXISTING, 5-FOOT INTERVALS)

COFFERDAM

BARRIER

JERSEY

TEMPORARY

TRAINING WALL EXTENSION JOINT SEALING WORK)

TEMPORARY COFFERDAM (SECOND PHASE OF

TRAINING WALL EXTENSION JOINT SEALING WORK)

CONCRETE JERSEY BARRIER UNIT; INITIAL PHASE OF

TEMPORARY COFFERDAM (SYMBOL EQUAL TO ONE

CFS-12 COMPOST FILTER SOCK, 12" DIAMETER

AASHTO #1 (TGCE)

TEMPORARY ROCK CONSTRUCTION ENTRANCE (TGCE)

RIPRAP APRON

RIPRAP DAM SLOPE PROTECTION (EXISTING)

CONTRACTOR WORK LIMITS

AASHTO #57 COARSE AGGREGATE

ROAD RIGHT-OF-WAY LINE (STATE, COUNTY, ETC.)

AT PIPE OUTLET

RIPRAP APRON

(TYP WHERE SHOWN)

BLANKET

EROSION CONTROL

T S

T U

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EROSION CONTROL BLANKET

W N

CERTIFIED FINAL DOCUMENT

CFS-18 COMPOST FILTER SOCK, 18" DIAMETER

HAS BEEN REMOVED.

RESTORE RIPRAP SLOPE IN AREAS WHERE THE TEMPORARY ACCESS ROAD 7.

CREEK.

GREATER, AND ON ANY DISTURBED SURFACE WITHIN 50 FEET OF MOSQUITO

ACCESS ROAD HAS BEEN REMOVED, ON ANY DISTURBED SLOPES OF 3:1 OR

PLACE EROSION CONTROL BLANKET IN AREA WHERE THE TEMPORARY 6.

ADDITIONAL INFORMATION.

NEW STORM CULVERT - SEE SHEET C-402 FOR PLAN, DETAILS, AND 5.

WALL EXTENSION.

WORKING CONDITIONS FOR SIMILAR WORK ON THE OPPOSITE TRAINING

RECONSTRUCT THE TEMPORARY COFFERDAM TO PROVIDE SIMILAR

CONTRACTING OFFICER, CONTRACTOR SHALL DISMANTLE AND

WITHIN THE DEWATERED WORK AREA AND APPROVAL FROM THE

UPON COMPLETION OF TRAINING WALL EXTENSION JOINT SEALING WORK 4.

CONSTRUCTION METHOD.

SEE DETAIL B5 ON SHEET X-503 FOR ALTERNATIVE TEMPORARY COFFERDAM 3.

ESTABLISH A DEWATERED WORKING AREA.

DETAILS B1 AND D5 ON SHEET X-504 FOR ADDITIONAL BMP'S TO BE USED TO

DRY WORK AREA FOR SEALING OF TRAINING WALL EXTENSION JOINTS. SEE

DEWATER THE AREA WITHIN THE TEMPORARY COFFERDAM TO PROVIDE A

CONTRACTOR SHALL CONSTRUCT A TEMPORARY COFFERDAM AND 2.

CURRENT CONFIGURATION.

ROAD, AND STORED FOR REINSTALLATION AT CURRENT LOCATION AND IN

TEMPORARY ROCK CONSTRUCTION ENTRANCE AND TEMPORARY ACCESS

EXISTING GUIDERAIL TO BE REMOVED AS NEEDED FOR CONSTRUCTION OF 1.

MAXIMUM GROSS WEIGHT OF 5 TONS UNDER ALL CIRCUMSTANCES.

VEHICLES TRAVELING OVER THE OUTFLOW TUNNEL ARE LIMITED TO A 3.

(BMP) INSTALLATION AND MAINTENANCE NOTES, SEE SHEET X-002.

FOR EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICE 2.

DEFINED ON THIS SHEET, SEE SHEET G-004.

FOR STANDARD PROJECT ABBREVIATIONS AND LEGEND SYMBOLS NOT 1.

M A

T T

H E

W P

R O

T H

E R P .E

E P

X-503

X-505

X-506

X-505

X-504

X-506

X-503

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N N

D E

N E

D B

D E

S C

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A R

S U

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T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

1 98765432

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

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T S

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X-002

C R

A T

T Y

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E N

A M

GENERAL EROSION CONTROL NOTES:

ALL TIMES THROUGHOUT THE TERM OF THE PROJECT.

POLLUTION CONTROL PLAN SHALL BE KEPT AVAILABLE FOR INSPECTION ON THE CONSTRUCTION SITE AT

DONE IN ACCORDANCE WITH THE APPROVED PLAN. A COPY OF THE APPROVED EROSION AND SEDIMENT

12. ALL EARTH DISTURBANCES, INCLUDING CLEARING AND GRUBBING AS WELL AS CUTS AND FILLS SHALL BE

APPROVALS (I.E., ENGINEER'S DESIGN COSTS, APPLICATION FEES, ETC.).

REVISIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH SAID

FOR THE MODIFICATION FROM THE REVIEWING AGENCY AS APPROPRIATE, PRIOR TO INITIATING SAID

POLLUTION CONTROL PLAN, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL APPROVALS

11. SHOULD THE CONTRACTOR CHOOSE TO DEVIATE FROM THE APPROVED EROSION AND SEDIMENT

DATES.

PERMANENT STABILIZATION SHALL BE APPLIED TO THESE AREAS ONCE WITHIN THE ALLOWABLE SEEDING

TO BE VEGETATED SHALL BE STABILIZED WITH EROSION CONTROL MATTING OR AN ANCHORED MULCH.

10. SHOULD SITE STABILIZATION OCCUR OUTSIDE OF THE ALLOWABLE SEEDING DATES, ALL DISTURBED AREAS

OF A SURFACE WATER SHALL RECEIVE EROSION CONTROL MATTING.

CONTROL MATTING OR ROCK RIPRAP AS SPECIFIED BY THE ENGINEER. SEEDED AREAS WITHIN 50 FEET

SLOPES THAT ARE STEEPER THAN 3H:1V, THESE SLOPES SHALL ALSO BE PROTECTED WITH EROSION

PROCEDURES AND/OR LOCALIZED SITE CONDITIONS DISTURB AND/OR CREATE ADDITIONAL DISTURBED

STEEPER THAN 3H:1V AS SPECIFIED WITHIN THE CONTRACT DOCUMENTS. SHOULD CONSTRUCTION

9. EROSION CONTROL MATTING OR ROCK RIPRAP SHALL BE PLACED ON DISTURBED SLOPES THAT ARE

OTHER METHODS AS APPROVED BY THE COUNTY CONSERVATION DISTRICT.

8. CONTRACTOR SHALL CONTROL DUST FROM THE PROJECT AREA BY APPLYING WATER OR IMPLEMENTING

SHALL BE HELD IN READINESS TO DEAL IMMEDIATELY WITH EMERGENCY PROBLEMS OF EROSION.

SEDIMENT POLLUTION. STOCKPILES OF WOOD CHIPS, HAY BALES, CRUSHED STONE AND OTHER MULCHES

MANAGEMENT PRACTICES (BMP'S) TO ELIMINATE THE POTENTIAL FOR ACCELERATED EROSION AND/OR

OR SEDIMENT POLLUTION, THE CONTRACTOR SHALL IMMEDIATELY IMPLEMENT APPROPRIATE BEST

7. SHOULD UNFORESEEN CIRCUMSTANCES ARISE POSING THE POTENTIAL FOR ACCELERATED EROSION AND/

PERMANENT STABILIZATION NOTES THIS SHEET.

AREAS AND BY KEEPING THE AMOUNT OF DISTURBED AREA TO A MINIMUM. REFER TO THE TEMPORARY AND

6. ACCELERATED EROSION AND SEDIMENTATION WILL BE LIMITED BY IMMEDIATELY STABILIZING DISTURBED

DESIGN DRAWINGS AND SPECIFICATIONS.

SHALL BE IMMEDIATELY RESTORED TO ORIGINAL OR PROPOSED TYPE OF COVER AND GRADE, AS PER THE

UNDERGROUND FACILITIES IN ACCORDANCE WITH APPLICABLE SPECIFICATIONS. BACKFILLED EXCAVATIONS

5. UTILITY EXCAVATIONS SHALL BE OPEN ONLY LONG ENOUGH TO PROPERLY INSTALL AND INSPECT ALL

BEING CONSTRUCTED.

SLOPES SHALL RECEIVE PERMANENT STABILIZATION AT REGULAR 10 FOOT INTERVALS AS THE SLOPE IS

4. PERMANENT FILL/EXCAVATION SLOPES SHALL RECEIVE PERMANENT STABILIZATION. FILL/EXCAVATION

EXCEED 35 FEET IN HEIGHT UNLESS APPROVED OTHERWISE BY THE CONTRACTING OFFICER/PROFESSIONAL.

CONSTRUCTED WATERWAY. STOCKPILES ARE TO HAVE SIDE SLOPES OF 2H:1V OR FLATTER AND SHALL NOT

CONSTRUCTION ACTIVITIES AND ARE NOT TO BE LOCATED WITHIN THE FLOW PATH OF A NATURAL OR

MULCHED. STOCKPILES ARE TO BE PLACED IN A LOCATION WHERE THEY WILL NOT INTERFERE WITH

3. TEMPORARY SOIL/TOPSOIL STOCKPILES SHALL BE IMMEDIATELY SEEDED (TEMPORARY SEED MIXTURE) AND

AREAS WHERE THE PILE WILL RESULT IN INCREASED LOADING ON STRUCTURAL RETAINING WALLS.

CONTRACTING OFFICER WITH REGARDS TO SOIL PILE LOCATIONS. SOIL PILES SHALL NOT BE LOCATED IN

INSTALLED ALONG THE DOWN SLOPE TOE OF SAID SOIL PILE. CONTRACTOR SHALL COORDINATE WITH THE

LOCATED WITHIN THE DRAINAGE AREA OF A PERIMETER EROSION CONTROL FACILITY, SILT SOCKS SHALL BE

EXCAVATION WHENEVER POSSIBLE. SHOULD A SOIL PILE BE CREATED FROM THE EXCAVATION THAT IS NOT

2. EXCAVATED MATERIAL FROM UTILITY TRENCH EXCAVATIONS SHALL BE PLACED UP SLOPE FROM THE

1. IN ALL CASES, THE SMALLEST PRACTICAL AREA OF STABLE LAND SURFACE WILL BE DISTURBED.

TEMPORARY STABILIZATION NOTES:

TEMPORARY OR PERMANENT SEED MIXTURES ONCE WITHIN THE ALLOWABLE SEEDING DATES.

ANCHORED MULCH OR EROSION CONTROL MATTING IS TO BE PLACED WITHOUT SEEDING. APPLY

3. IF TEMPORARY STABILIZATION ACTIVITIES FALL OUTSIDE OF THE ALLOWABLE SEEDING DATES, AN

WITH THE SPECIFICATIONS.

COVER ACROSS THE DISTURBED AREA. ESTABLISH TEMPORARY VEGETATIVE COVER IN ACCORDANCE

SEDIMENTATION. TYPICAL TEMPORARY STABILIZATION IS OBTAINED BY ESTABLISHING A VEGETATIVE

PROTECTION OF THE SOIL SURFACE TO AN EXTENT THAT WILL PREVENT EROSION AND ELIMINATE OFFSITE

2. TEMPORARY STABILIZATION, AS REFERRED TO IN THIS NARRATIVE, INVOLVES THE STABILIZATION AND

STABILIZATION MEASURES SHALL BE IMMEDIATELY IMPLEMENTED.

EARTHMOVING HAS BEEN COMPLETED, OR WHERE CONSTRUCTION ACTIVITIES CEASE, TEMPORARY

1. WHERE IT IS NOT POSSIBLE TO PERMANENTLY STABILIZE A DISTURBED AREA WITHIN 14 DAYS AFTER FINAL

TO FINAL GRADE AND PERMANENT STABILIZATION SHALL BE IMMEDIATELY APPLIED.

AND FACILITIES SHALL BE REMOVED, THE DISTURBED AREAS CREATED BY THIS ACTIVITY SHALL BE BROUGHT

UPON APPROVAL FROM THE CONSERVATION DISTRICT, ALL TEMPORARY OR UNUSABLE CONTROL MEASURES

THE CONTRIBUTING DRAINAGE AREA IS COMPLETED. UPON COMPLETION OF PERMANENT STABILIZATION AND

EROSION DURING THE STABILIZATION PERIOD SHALL BE MAINTAINED UNTIL PERMANENT STABILIZATION OF

6. EROSION AND SEDIMENT CONTROL FACILITIES REQUIRED OR NECESSARY TO PROTECT AREAS FROM

NOTE 11.

REVIEWED AND APPROVED PRIOR TO IMPLEMENTING SAID MEASURES. SEE GENERAL EROSION CONTROL

AT NO ADDITIONAL COST. ALL MODIFICATIONS TO THE APPROVED EROSION CONTROL PLAN SHALL BE

EROSION CONTROL MEASURES OR MODIFICATIONS TO THE INSTALLED MEASURES ARE TO BE IMPLEMENTED

LADEN RUNOFF IS NOT BEING CONTROLLED AND FILTERED BEFORE IT LEAVES THE SITE, ADDITIONAL

PROCEDURES, ETC., ALTER THE EROSION CONTROL PLAN TO THE POINT WHERE SEDIMENT AND SEDIMENT-

PASSING THROUGH A SEDIMENT FILTERING DEVICE. SHOULD SITE CONDITIONS, CONSTRUCTION

5. AT NO TIME WILL SEDIMENT OR SEDIMENT-LADEN RUNOFF BE ALLOWED TO LEAVE THE SITE WITHOUT FIRST

INCLUDING CLEARING AND GRUBBING OPERATIONS.

DISTURBANCE SHALL BE CLEARLY MARKED IN THE FIELD PRIOR TO THE START OF CONSTRUCTION, ALLOWED BELOW THE LOCATION OF THE PERIMETER EROSION CONTROL FACILITIES. THE LIMIT OF EARTH

4. EARTH DISTURBANCE ACTIVITIES, INCLUDING MOVEMENT OF CONSTRUCTION VEHICLES, SHALL NOT BE

CONTROL FACILITIES AND FOR GRADING AND ACQUIRING BORROW TO CONSTRUCT THOSE FACILITIES.

3. ONLY LIMITED DISTURBANCE WILL BE PERMITTED TO PROVIDE ACCESS FOR CONSTRUCTING EROSION

OF THOSE FACILITIES.

BEFORE SITE DISTURBANCE BEGINS, INCLUDING CLEARING AND GRUBBING, WITHIN THE TRIBUTARY AREAS

2. EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE CONSTRUCTED, STABILIZED, AND FUNCTIONAL, FACILITY.

ON SITE PRIOR TO THE ANTICIPATED DISTURBANCE OF THE DRAINAGE AREA TO BE CONTROLLED BY SAID

1. ALL MATERIALS NEEDED TO COMPLETELY CONSTRUCT AN EROSION CONTROL FACILITY SHALL BE AVAILABLE

GENERAL E&S FACILITY INSTALLATION PROCEDURES:

FILL/DISPOSAL OF MATERIAL NOTES:

SITE AND DISPOSAL COMPLIES WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL ENVIRONMENTAL LAWS.

PERMITTED, COMMERCIALLY AVAILABLE DISPOSAL FACILITY OR A CORPS ACQUIRED SITE, PROVIDED THE

6. ANY DISPOSAL MATERIAL GENERATED DURING THE PROJECT MUST BE DISPOSED OF AT A PROPERLY

FILLS. FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES.

MATERIAL OR SOFT, MUCKY, OR HIGHLY COMPRESSIBLE MATERIALS SHALL NOT BE INCORPORATED INTO

MATERIAL THAT WOULD INTERFERE WITH OR PREVENT CONSTRUCTION OF SATISFACTORY FILLS. FROZEN

5. FILL MATERIAL SHALL BE FREE OF FROZEN PARTICLES, ORGANIC MATERIAL OR OTHER OBJECTIONABLE

AT AN APPROVED WASTE SITE.

GENERATED ONSITE DURING THIS PROJECT. ALL WASTE MATERIAL NOT RECYCLED, MUST BE DISPOSED OF

4. THE CONTRACTOR AND PERMITTEE MUST ATTEMPT, WHENEVER POSSIBLE, TO RECYCLE ALL WASTE

APPROVED OFFSITE SPOIL AREA.

SEDIMENTS MAY ALSO BE PLACED IN AN APPROVED TOPSOIL/SOIL STOCKPILE OR DISPOSED OF IN AN

SEDIMENTS SHALL NOT BE PLACED ON STEEP SLOPES, IN…

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