Drawings_-_W911WN19B8002.pdf

USACE PITTSBURGH DISTRICT MAP

SCALE: AS SHOWN

LOCATION

PROJECT

/s/ JOHN E NITES P.E. 11 JAN 2019

/s/ STEPHEN R STOLTZ P.E. 11 JAN 2019

11 JAN 2019/s/ JEANINE M HOEY P.E.

of Engineers

US Army Corps

AND APPROVAL OF ALL DRAWINGS LISTED ON THE INDEX SHEET.

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION

SUBMITTED BY:

SECTION CHIEF

APPROVAL RECOMMENDED BY:

BRANCH CHIEF

APPROVED BY:

CONSTRUCTION DIVISION

CHIEF, ENGINEERING AND

DATE

DATE

DATE

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

APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF

DESIGNATIONS OF U.S. ARMY CORPS OF ENGINEERS INDIVIDUALS

THIS SHEET. THE INITIALS OR SIGNATURES AND REGISTRATION

U.S. ARMY CORPS OF ENGINEERS AND THE A/E FIRMS IDENTIFIED ON

THIS PROJECT WAS DESIGNED BY THE PITTSBURGH DISTRICT OF THE

B

C R

A T

T Y

G-0005

C O

V E

R S

H E

E

J

R U

S N

A K

GREENE COUNTY, PENNSYLVANIA

SANITARY SEWER SYSTEM REPLACEMENT

POINT MARION LOCKS AND DAM

MONONGAHELA RIVER BASIN

T S

T U

R M

CERTIFIED FINAL DOCUMENTS

ISSUE DATE: JANUARY 2019

CONTRACT NO.:

SOLICITATION NO.: W911WN19B8002

J

A N

/s /S

A M

A N

T H

A P

E

IT

Z P .E

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

®of Engineers

US Army Corps

1 2 3 4 5 6 7 8 9 10

F

IL

E N

A M

E

P L

O T D

A T

E

A

B

C

D

E

F

G

H4TSDRST

L P

M O

G -0

.d g n

-J

A N -2

:5

0.083333:1

P

IT

T S

B U

R G

H D

IS

T R

IC

T

A N

S I

D

L

IB

E R

T Y A

V E

N U

E

P

IT

T S

B U

R G

H P

A

M O

N O

N G

A H

E L

A R

IV

E R B

A S

IN

P

IN

T M

A R

IO

N L

O C

K S A

N D D

A M

S A

N

IT

A R

Y S

E W

E R S

Y S

T E

M R

E P

L A

C E

M E

N T

W

W N

B

CERTIFIED FINAL DOCUMENTS

C R

A T

G-0006

VICINITY MAP - POINT MARION LOCK & DAM

SCALE: AS SHOWN

C O

N T

R A

C T A

N D R

E F

E R

E N

C E D

R A

W

IN

G I

N D

E X

A N

D P

R O J E

C T V

IC

IN

IT

Y M

A P

J

R U

S N

A K

T S

T R

U M

LOCATION

PROJECT

DRAWINGSCONTRACT

NAMEFILE

NO.

IDSHEET

TITLEDRAWING

GENERAL

LPMO37_100_G-0005 G-0005 SHEETCOVER

LPMO37_100_G-0006 G-0006 MAP VICINITY PROJECT AND INDEX DRAWING REFERENCE ANDCONTRACT

LPMO37_100_G-0007 G-0007 NOTES GENERAL AND LEGEND,ABBREVIATIONS,

LPMO37_204_G-1008 G-1008 LIMITS WORK CONTRACTOR WITH PLAN CONDITIONSEXISTING

SURVEY

LPMO37_201_V-1001 V-1001 DATA SURVEY PROJECT - CONTROL VERTICAL ANDHORIZONTAL

CIVIL

LPMO37_667_CD1005 CD1005 PLAN DEMOLITION SITE - SYSTEM SEWERSANITARY

LPMO37_667_C-1006 C-1006 PLAN WORK SITE PROPOSED - SYSTEM SEWERSANITARY

LPMO37_667_C-5007 C-5007 DETAILS GATE AND FENCE - FENCING SECURITY NON-SENSORED - SYSTEM SEWERSANITARY

LPMO37_667_C-5008 C-5008 DETAILS MISCELLANEOUS AND NOTES - FENCING SECURITY NON-SENSORED - SYSTEM SEWERSANITARY

LPMO37_667_C-5009 C-5009 DETAILS AND SECTIONS - CROSSING TRENCH UTILITY "A" ROAD ACCESS - SYSTEM SEWERSANITARY

LPMO37_667_C-5010 C-5010 DETAILS MISCELLANEOUS OTHER AND DETAILS CROSSING TRENCH UTILITY "A" ROAD ACCESS - SYSTEM SEWERSANITARY

MECHANICAL

LPMO37_667_MD3020 MD3020 SECTION DEMOLITION - SYSTEM SEWERSANITARY

LPMO37_667_M-1021 M-1021 PLAN - SYSTEM SEWERSANITARY

LPMO37_667_M-3022 M-3022 SECTION - SYSTEM SEWERSANITARY

LPMO37_667_M-3023 M-3023 SECTION - SYSTEM SEWERSANITARY

LPMO37_667_M-6024 M-6024 DETAILS MISCELLANEOUS - SYSTEM SEWERSANITARY

ELECTRICAL

LPMO37_667_E-1020 E-1020 DETAIL ENLARGED AND PLAN SITEELECTRICAL

LPMO37_667_E-1021 E-1021 TRENCH ELECTRICAL PLAN, FLOOR FIRST - BUILDINGOPERATIONS

LPMO37_667_E-5022 E-5022 DETAILS PANEL CONTROLPUMP

LPMO37_667_E-6023 E-6023 2 OF 1 SHEET - DIAGRAM WIRING PANEL CONTROLPUMP

LPMO37_667_E-6024 E-6024 2 OF 2 SHEET - DIAGRAM WIRING PANEL CONTROLPUMP

CONTROL SEDIMENTATION ANDEROSION

LPMO37_667_X-0001 X-0001 NOTES - CONTROL SEDIMENTATION ANDEROSION

LPMO37_667_X-1002 X-1002 PLAN CONTROL SEDIMENTATION ANDEROSION

LPMO37_667_X-5003 X-5003 DETAILS - CONTROL SEDIMENTATION ANDEROSION

DRAWINGSREFERENCE

IDSHEET TITLEDRAWING

O37-LPM-3/5.13 PLAN SITE DETAILED - WORK SITE - LOCK - DAM AND LOCK MARION POINT - RIVERMONONGAHELA

O37-LPM-3/6.3 PLAN SITE DETAILED - WORK SITE - LOCK - DAM AND LOCK MARION POINT - RIVERMONONGAHELA

O37-LPM-3/7.10 DETAILS & SECTIONS - WORK SITE - LOCK - DAM AND LOCK MARION POINT - RIVERMONONGAHELA

O37-LPM-3/8.4 DETAILS MISCELLANEOUS & ENDWALL SECTIONS, ROAD - WORK SITE - LOCK - DAM AND LOCK MARION POINT - RIVERMONONGAHELA

O37-LPM-29/1 DIAGRAM WIRING LINE ONE - SYSTEM ELECTRICAL - LOCK - DAM AND LOCK MARION POINT - RIVERMONONGAHELA

O37-LPM-29/6.1 PLAN GROUNDING FENCE & LOCK AND MCC2 - SYSTEM ELECTRICAL - LOCK - DAM AND LOCK MARION POINT - RIVERMONONGAHELA

O37-LPM-29/9.1 FLOOR FIRST BUILDING OPERATIONS - SYSTEM ELECTRICAL - LOCK - DAM AND LOCK MARION POINT - RIVERMONONGAHELA

O37-LPM-29/10.1 FLOOR SECOND BUILDING OPERATIONS - SYSTEM ELECTRICAL - LOCK - DAM AND LOCK MARION POINT - RIVERMONONGAHELA

O37-LPM-67/1.1 TANKS SEPTIC AND STATION PUMP - SYSTEM TREATMENT WASTEWATER - LOCK - DAM AND LOCK MARION POINT - RIVERMONONGAHELA

O37-LPM-67/2.1 MOUND SAND ELEVATED - SYSTEM TREATMENT WASTEWATER - LOCK - DAM AND LOCK MARION POINT - RIVERMONONGAHELA

/s /S

A M

A N

T H

A P

E

IT

Z P .E

J

A N

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

®of Engineers

US Army Corps

1 2 3 4 5 6 7 8 9 10

F

IL

E N

A M

E

P L

O T D

A T

E

A

B

C

D

E

F

G

H4TSDRST

L P

M O

G -0

.d g n

-J

A N -2

:5

1.000002:1

P

IT

T S

B U

R G

H D

IS

T R

IC

T

A N

S I

D

L

IB

E R

T Y A

V E

N U

E

P

IT

T S

B U

R G

H P

A

M O

N O

N G

A H

E L

A R

IV

E R B

A

IN

T M

A R

IO

N L

O C

K S A

N D D

A M

S A

N

IT

A R

Y S

E W

E R S

Y S

T E

M R

E P

L A

C E

M E

N T

W

W N

B

C R

A T

G-0007

A

B R

E V

IA

T

IO

N S L E

G E

N D

A N

D

G E

N E

R A

L N

O T

E S

ABBREVIATIONS:

PROJECT LEGEND, ABBREVIATIONS, AND GENERAL NOTES

GENERAL PROJECT NOTES:

GENERAL DRAWING NOTES:

WORKING POINTWP

UNITED STATES ARMY CORPS OF ENGINEERSUSACE

UTILITY POLEUP

UPSTREAMU/S

TYPICALTYP

TOP OFT/

SQUARE YARD(S)SY

STAINLESS STEELST STL

STATIONSTA

SCHEDULESCH

REINFORCED CONCRETE PIPERCP

POLYVINYL CHLORIDEPVC

POUNDS PER SQUARE INCHPSI

OUTSIDE DIAMETEROD

ON CENTEROC

NOT TO SCALENTS, N.T.S.

NATIONAL PIPE THREADNPT

NOMINALNOM

NUMBERNO.

NOW OR FORMERLYN/F

MONOLITH JOINT, MECHANICAL JOINTMJ

MINIMUMMIN

MANHOLEMH

MAXIMUMMAX

POUND(S) PER INCHLB/IN

POUND(S)LB(S)

INVERTINV

INSIDE DIAMETER, IDENTIFICATIONID

HEADWALLHW

HIGH-DENSITY POLYETHYLENEHDPE

GALLON(S)GAL

FOOT/FEETFT

FEDERAL EMERGENCY MANAGEMENT AGENCYFEMA

28-DAY COMPRESSION CONCRETE STRENGTH, GIVEN IN PSIF

ELEVATIONEL., ELEV

EACHEA

DUCTILE IRON (PIPE)DI, DIP

DIAMETERDIA

DOWNSTREAMD/S

CENTER LINECL

CATCH BASINCB, C.B.

CENTER-TO-CENTERC/C

BEST MANAGEMENT PRACTICEBMP

AMERICAN WIRE GAUGEAWG

AMERICAN SOCIETY OF STATE HIGHWAY AND TRANSPORTATION OFFICIALSAASHTO

C

J

R U

S N

A K

T S

T U

R M

GENERAL PROJECT SYMBOLS & PATTERNS LEGEND:

ELEVATION MINUS 0.27 FEET = ELEVATION NAVD88.

VERTICAL DATUM. CONVERSION: LEGACY VERTICAL DATUM

DRAWINGS INCLUDED IN THIS CONTRACT PACKAGE ARE IN LEGACY

PACKAGE ARE IN NAVD88. ELEVATIONS SHOWN ON REFERENCE

3. ELEVATIONS SHOWN ON DRAWING SHEETS IN THIS CONTRACT

PATTERNS IN THE LEGEND SHOWN ON THIS SHEET.

CONTRACT DRAWING PACKAGE OVERRIDE ANY MATCHING SYMBOLS/

SPECIFICALLY CREATED FOR INDIVIDUAL DRAWING SHEETS IN THIS

FOR THE PROJECT; SYMBOLS AND PATTERNS SHOWN ON LEGENDS

LEGEND ON THIS SHEET ARE GENERAL AND NOT ALL-EMCOMPASSING

2. SYMBOLS AND PATTERNS SHOWN IN THE SYMBOLS AND PATTERNS

REPRESENT EXISTING FEATURES.

1. ITEMS CALLED OUT IN ITALICS AND/OR DISPLAYED IN GRAYSCALE

IDENTIFIED ON THE "AS-BUILT" DRAWINGS.

INTERFERENCES WITH NEW FEATURES OF WORK. THE LOCATIONS OF THE UTILITY LINES SHALL BE

ANY EXCAVATION AT THE PROJECT. THE CONTRACTOR SHALL NOTIFY THE GOVERNMENT OF ANY

GOVERNMENT-OWNED UNDERGROUND UTILITY LINES WITHIN THE WORK LIMITS PRIOR TO PERFORMING

10. THE CONTRACTOR SHALL PROVIDE A UTILITY LOCATING SERVICE TO LOCATE THE EXISTING

(TOWNSHIP ROAD 451), ENTERING THE POINT MARION LOCK AND DAM PROJECT VIA ACCESS ROAD "A".

9. WORK AREA ACCESS - THE CONTRACTOR SHALL ACCESS THE WORK AREA FROM POWER PLANT ROAD

BOUNDARY AND/OR WORK LIMITS, AS NOTED ON THE CONTRACT DRAWINGS.

8. WORK LIMITS - THE CONTRACTOR SHALL CONFINE CONSTRUCTION ACTIVITIES TO WITHIN THE PROPERTY

OWN RISK UNTIL THE CONFLICT IS RESOLVED BY THE CONTRACTING OFFICER.

IMMEDIATELY. CONTINUED CONSTRUCTION OF THE AREA IN CONFLICT SHALL BE AT THE CONTRACTOR'S

CONTRACT CONTRACT DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER

ELEVATIONS, AND SITE CONDITIONS. IF A CONFLICT IS FOUND BETWEEN DIFFERENT PORTIONS OF THE

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

DEVELOPED FROM "AS-BUILT" DOCUMENTS AND RECORDS AND AERIAL IMAGING. ALL UTILITIES, FEA-

SURVEY DATA COLLECTED BY A USACE SURVEY CREW IN JUNE 2018 AND CADD (MICROSTATION) PLATES

7. BASE MAPPING - THE BASE MAPPING UTILIZED FOR PROJECT DESIGN WAS DEVELOPED BASED ON FIELD

CONSTRUCTION.

WORK. ALL UTILITIES EXPOSED DURING EXCAVATION SHALL BE SUPPORTED AND PROTECTED DURING

STRUCTIONS AND DIFFICULTIES SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THE VARIOUS ITEMS OF

WORK UNDER THIS CONTRACT, AND ANY ADDITIONAL EXPENSE INCURRED ON ACCOUNT OF SUCH OB-

DETERMINE THE OBSTRUCTIONS AND DIFFICULTIES TO BE ENCOUNTERED IN THE EXECUTION OF THE

TOR'S RESPONSIBILITY TO LOCATION ALL UTILITY LINES IN THE PROJECT AREA. THE CONTRACTOR SHALL

WILL NOT BE RESPONSIBLE FOR ANY VARIATIONS FOUND DURING CONSTRUCTION. IT IS THE CONTRAC-

PROXIMITY TO THE WORK AREA, THE EXISTENCE OF WHICH IS PRESENTLY UNKNOWN. THE GOVERNMENT

AND LOCATIONS MUST BE CONSIDERED "APPROXIMATE" ONLY. THERE MAY BE OTHER UTILITIES IN

BINATION OF SURVEY DATA AND AVAILABLE "AS-BUILT" PLANS AND RECORDS; THEREFORE, THEIR SIZES

AVOIDED. UNDERGROUND STRUCTURES AND UTILITIES HAVE BEEN SHOWN ON THE PLANS FROM A COM-

UTILITY COMPANIES, SCHEDULING WORK IN SUCH A MANNER THAT NEEDLESS CONFLICT SHALL BE

EXPENSE. WHEN NECESSARY, THE CONTRACTOR SHALL ARRANGE WORK WITH, AND COOPERATE WITH, PUBLICLY- OR PRIVATELY-OWNED STRUCTURE SHALL BE REPAIRED, IN KIND, AT THE CONTRACTOR'S

CAUTIONS TO PREVENT DAMAGE TO ALL UTILITIES; DAMAGE CAUSED BY THE CONTRACTOR TO ANY

PA ACT 287 OF 1974, AS AMENDED BY ACT 187 OF 1996. THE CONTRACTOR SHALL EXERCISE ALL PRE-

MUST CONTACT THE PA ONE-CALL SYSTEM, INC. (1-800-242-1776) AND COMPLY WITH THE PROVISIONS OF

THROUGHOUT THE WORK AREA. PRIOR TO ANY EXCAVATION OR DEMOLITION WORK, THE CONTRACTOR

OF UNDERGROUND POWER LINES, COMMUNICATIONS LINES, GAS MAINS, WATER LINES AND SEWERS

6. EXISTING PUBLIC FACILITIES AND UTILITIES (PA ONE-CALL) - CONTRACTOR SHALL NOTE THE PRESENCE

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

WORK DURING THE ABOVE PERIODS, EXCEPT WHEN ORDERED BY THE CONTRACTING OFFICER AND/OR

5. NIGHT WORK, FEDERAL HOLIDAYS, AND WEEKEND WORK - THE CONTRACTOR SHALL NOT PERFORM ANY

INCIDENTAL TO THE UNIT PRICES BID FOR THE VARIOUS CONTRACT ITEMS.

PAYMENT FOR COST INVOLVED IN MAINTAINING AIR POLLUTION CONTROL AND NOISE CONTROL SHALL BE

THRU FRIDAY, 7:00 AM TO 4:00 PM, OR AT SPECIFIED PERIODS ONLY.

CERTAIN NOISE-PRODUCING WORK MAY HAVE TO BE PERFORMED DURING TIMES OTHER THAN MONDAY

ULATED IN THE CONTRACT SPECIFICATIONS. WHERE REQUIRED BY AGENCIES HAVING JURISDICTION, PRACTICAL, ELECTRICITY SHALL BE USED FOR POWER TO REDUCE NOISE, UNLESS OTHERWISE STIP-

SHALL BE EQUIPPED WITH SILENCERS OR MUFFLERS ON INTAKE AND EXHAUST LINES. WHEREVER

ORS SHALL BE EQUIPPED WITH SILENCERS ON INTAKE LINES. ALL GAS- OR OIL-OPERATED EQUIPMENT

USED, SUCH GRINDING SHALL BE OF A TYPE DESIGNED TO REDUCE NOISE TO A MINIMUM. COMPRESS-

AND EQUIPMENT DESIGNED TO OPERATE WITH THE LEAST POSSIBLE NOISE, AND WHEN GRINDING IS

TO MINIMIZE NOISE CAUSED BY OPERATIONS. THE CONTRACTOR SHALL PROVIDE WORKING MACHINERY

- NOISE CONTROL - THE CONTRACTOR SHALL MAKE EVERY EFFORT AND USE EVERY MEANS POSSIBLE

OILS, GLYPHOSATE, CALCIUM CHLORIDE, OR OTHER HARMFUL MATERIALS.

(E) TAKE SUFFICIENT PRECAUTIONS TO PREVENT POLLUTION OF BODIES OF WATER WITH FUELS,

(D) USE SOUND JUDGMENT IN LOCATING STORAGE AREAS AND FUEL DEPOTS;

AREA;

(C) DO NOT EXPOSE ANY EMPLOYEES WITH SERIOUS WATERBORNE ILLNESSES TO THE WATERSHED

(B) LOCATE TOILETS PROPERLY;

(A) MINIMIZE THE AMOUNT OF EXPOSED ERODIBLE EARTH;

- THE CONTRACTOR SHALL EXERCISE ADDITIONAL PRECAUTIONS AS FOLLOWS:

TO CONTROL WATER POLLUTION;

CONTROL PLAN AND AS DIRECTED BY THE CONTRACTING OFFICER DURING THE LIFE OF THE CONTRACT

TEMPORARY CONTROL MEASURES IN ACCORDANCE WITH THE APPROVED EROSION AND SEDIMENT

- TEMPORARY WATER POLLUTION AND SOIL EROSION CONTROLS - THE CONTRACTOR SHALL PROVIDE

DIRECTED;

SHALL BE TREATED WITH CALCIUM CHLORIDE OR OTHER APPROVED DUST CONTROL PALLIATIVES AS

SHALL TAKE PRECAUTIONS TO MINIMIZE FUGITIVE DUST. ALL WORK AREAS CAUSING FUGITIVE DUST

- NO BURNING IN ANY MANNER WILL BE PERMITTED ON THIS PROJECT. IN ADDITION, THE CONTRACTOR

ORDERS, OR REGULATIONS ISSUED PURSUANT TO THE CLEAN AIR ACT OF 1970;

- AIR POLLUTION CONTROL - THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE STANDARDS, ENVIRONMENT IN THE PROJECT AREA DURING THE DEVELOPMENT OF THIS PROJECT:

THE FOLLOWING CONTROLS SHALL BE ADHERED TO IN AN EFFORT TO MAINTAIN THE QUALITY OF THE

OVER THE WORK, MATERIALS, EMPLOYEES, OR CONTRACT.

PROMULGATED OR ENACTED BY ANY LEGAL BODIES OR TRIBUNALS HAVING AUTHORITY OR JURISDICTION

TO EMPLOYEES ON THE PROJECT, AS WELL AS ALL ORDERS OR DECREES WHICH HAVE BEEN OR MAY BE

AND/OR POLLUTION CONTROLS IN ANY MANNER AFFECTING THE CONDUCT OF THE WORK OR APPLYING

FEDERAL, STATE, AND LOCAL LAWS, ORDINANCES, AND REGULATIONS CONCERNING ENVIRONMENTAL

4. ENVIRONMENTAL CONTROL - THE CONTRACTOR SHALL AT ALL TIMES OBSERVE AND COMPLY WITH ALL

3. USE OF EXPLOSIVES - THE USE OF EXPLOSIVES WILL NOT BE PERMITTED.

OF MATERIALS.

MATERIALS SHALL BE IN ACCORDANCE WITH THE CONTRACT SPECIFICATION SECTION 02 42 00 - DISPOSAL

2. REMOVAL AND DISPOSAL OF EXISTING MATERIALS - ALL JOB REMOVAL AND DISPOSAL OF DESIGNATED

CONTRACT DRAWINGS AT NO ADDITIONAL COST TO THE GOVERNMENT.

ENGINEERING AND SURVEY SERVICES NECESSARY TO LOCATE AND INSTALL ITEMS AS SHOWN ON THE

BE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL PROVIDE ALL

1. CONTRACT SPECIFICATIONS - ALL WORK DONE AND MATERIAL FURNISHED UNDER THIS CONTRACT SHALL

/s /S

A M

A N

T H

A P

E

IT

Z P .E

J

A N

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

®of Engineers

US Army Corps

1 2 3 4 5 6 7 8 9 10

F

IL

E N

A M

E

P L

O T D

A T

E

A

B

C

D

E

F

G

H4TSDRST

L P

M O

G -0

.d g n

-J

A N -2

:5

1.000002:1

P

IT

T S

B U

R G

H D

IS

T R

IC

T

A N

S I

D

L

IB

E R

T Y A

V E

N U

E

P

IT

T S

B U

R G

H P

A

M O

N O

N G

A H

E L

A R

IV

E R B

A

IN

T M

A R

IO

N L

O C

K S A

N D D

A M

S A

N

IT

A R

Y S

E W

E R S

Y S

T E

M R

E P

L A

C E

M E

N T

W

W N

B

CERTIFIED FINAL DOCUMENTS

EDGE OF WATER/SHORELINE

UTILITY POLE (EXISTING)

POLE-MOUNTED LIGHT (EXISTING)

STORM SEWER LINE (EXISTING)

SANITARY SEWER (EXISTING)

CHAIN-LINK SECURITY FENCE (EXISTING)

GUIDE RAIL (EXISTING)

RAILROAD TRACKS (EXISTING)

TREE (EXISTING)

UNDISTURBED EARTH

815 MAJOR CONTOUR (EXISTING)

PLUS/MINUS±

UNDERGROUND ELECTRIC LINE (EXISTING)

TREELINE

WATER LINE (EXISTING)

NATURAL GAS LINE (EXISTING)

UNDERGROUND COMMUNICATIONS LINE (EXISTING)

ELECTRICAL MANHOLE (EXISTING)

CENTERLINE

"NORTH" INDICATOR

RIPRAP SLOPE PROTECTION

LP

E

N

LC

CONCRETE

SAND

N

MONONGAHELA RIVER

FLOW

EXISTING CONDITIONS PLAN WITH CONTRACTOR WORK LIMITS

SCALE: 1" - 100'-0"

WORK LIMITS

CONTRACTOR

LAYDOWN AREA

CONTRACTOR

BUILDING

OPERATIONS

BUILDING

SERVICE

DIKE

TRAINING

LOCK CHAMBER

DAM

WORK LIMITS

CONTRACTOR

SYSTEM AREA

WASTE WATER

G

LEGEND

CONTRACTOR WORK LIMITS

PROPERTY LINE

CONTRACTOR LAYDOWN AREA LIMITS

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

®of Engineers

US Army Corps

1 2 3 4 5 6 7 8 9 10

F

IL

E N

A M

E

P L

O T D

A T

E

A

B

C

D

E

F

G

H4TSDRST

L P

M O

G -1

.d g n

-J

A N -2

:5

100:1

P

IT

T S

B U

R G

H D

IS

T R

IC

T

A N

S I

D

L

IB

E R

T Y A

V E

N U

E

P

IT

T S

B U

R G

H P

A

M O

N O

N G

A H

E L

A R

IV

E R B

A

IN

T M

A R

IO

N L

O C

K S A

N D D

A M

S A

N

IT

A R

Y S

E W

E R S

Y S

T E

M R

E P

L A

C E

M E

N T

W

W N

B

CERTIFIED FINAL DOCUMENTS

B

C R

A T

G-1008

/s /S

A M

A N

T H

A P

E

IT

Z P .E

C O

N T

R A

C T

O R W

O R

K L

IM

IT

100' 200'0

SCALE: 1"=100'

E X

IS

T

IN

G C

O N

D

IT

IO

N S P

L A

N W

IT

H

ACCESS ROAD "A"

J

R U

S N

A K

POWER PLANT ROAD

T S

T U

R M

NOTE:

G-0007.

ADDITIONAL LEGEND SYMBOLS, SEE SHEET

1. FOR GENERAL NOTES, ABBREVIATIONS, AND

J

A N

POE

POB

M3 M5

M8 M7

M11

M12

DESIGNATION

MONUMENT

NORTHING

GRID

EASTING

GRID

HEIGHT

ORTHO

STATION

GRID

OFFSET

GRID

DESCRIPTION

M3 151147.35 1360435.99 802.71 14+66.69 "A" 297.44' LT USACE DISK

M5 151259.75 1360503.40 802.63 4+59.76 "B" 124.39' LT USACE DISK

M7 151790.24 1360714.44 802.69 7+66.37 "A" 191.36' LT USACE DISK

M8 151194.71 1360357.03 802.67 14+66.91 "A" 205.37' LT USACE DISK

M11 151599.84 1360584.84 804.85 1+49.17 "B" 101.77' LT PEDESTAL

M12 151311.86 1360412.06 805.64 4+62.05 "B" 19.26' LT PEDESTAL

101 151803.29 1360503.84 814.03 8+69.60 "A" 7.33' LT SURVEY SPIKE

102 151187.70 1360106.46 814.39 16+02.33 "A" 5.57' RT SURVEY SPIKE

104 151379.76 1360334.02 813.86 13+20.34 "A" 90.09' LT SURVEY SPIKE

60' 120'0

SCALE: 1"=60'

N

B

B A

K E

R

A

M A

R T

IN

Z

V-1001

H O

R

IZ

O N

T A

L A

N D V

E R

T

IC

A L C

O N

T R

O L

P R

O J E

C T S

U R

V E

Y D

A

R

P

R

IC

E

BUILDING

OPERATIONS

ACCESS ROAD "A"

SCALE: 1" = 60'-0"

SURVEY CONTROL PLAN

SURVEY SPIKE

PEDESTAL

USACE DISK

LEGEND:

LENGTH OF CURVEL

TANGENTT

RADIUSR

DEGREE OF CURVATURED

DELTA - EXTERNAL ANGLE

POINT OF TANGENTPT

POINT OF CURVEPC

POINT OF INTERSECTIONPI

POINT OF ENDPOE

POINT OF BEGININGPOB

ABBREVIATIONS:

GRID STATION "B" IS REFERENCING ACCESS ROAD "B"

GRID STATION "A" IS REFERENCING ACCESS ROAD "A"8.

FOR ADDITIONAL INFORMATION ON THE ALIGNMENT REFERENCE SHEET 037-LPM-316.37.

THREAD PROTRUDING FROM THE TOP OF THE CONCRETE FILLED VERTICAL 6”PIPE.

THE DATUM POINT FOR THE PEDESTAL MONUMENTS IS THE TOP OF THE 5/8 INCH ALL 6.

FIXED THE PUBLISHED ORTHOMETRIC HEIGHT OF THE PPC, “M8”.

MULTIPLE YEARS’ OF DEFORMATION SURVEY OBSERVATIONS (DIGITAL LEVELING), HOLDING

THE ORTHOMETRIC HEIGHTS (AKA ELEVATIONS) WERE DERIVED FROM AN ADJUSTMENT OF 5.

THE VERTICAL DATUM ON THIS SHEET IS NAVD88 AND THE UNITS ARE U.S. SURVEY FEET.4.

OFFSITE PEDESTAL MONUMENTS LISTED IN THE TABLE.

HOLDING FIXED THE PREVIOUSLY DETERMINED HORIZONTAL POSITIONS OF THE FOUR

MULTIPLE YEARS’ OF DEFORMATION SURVEY OBSERVATIONS (ROBOTIC TOTAL STATION),

THE HORIZONTAL COORDINATES WERE DERIVED FROM A LEAST SQUARES ADJUSTMENT OF 3.

PENNSYLVANIA SPCS SOUTH ZONE (FIPS 3702). THE UNITS ARE U.S. SURVEY FEET.

THE HORIZONTAL DATUM ON THIS SHEET IS NAD83(2011). THE GRID COORDINATE SYSTEM IS 2.

GATE MONOLITH.

“M8”(NGS PID DN6058) AND IS A USACE BRONZE DISK SET IN THE DOWNSTREAM LANDWALL

THE PRIMARY PROJECT CONTROL POINT (PPC) FOR THE POINT MARION LOCKS AND DAM IS 1.

NOTES:

J

A N

/s

K R

IS

T E

N L S

C O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

®of Engineers

US Army Corps

1 2 3 4 5 6 7 8 9 10

F

IL

E N

A M

E

P L

O T D

A T

E

A

B

C

D

E

F

G

H4TSDRST

L P

M O

V -1

.d g n

-J

A N -2

:5

60:1

P

IT

T S

B U

R G

H D

IS

T R

IC

T

A N

S I

D

L

IB

E R

T Y A

V E

N U

E

P

IT

T S

B U

R G

H P

A

M O

N O

N G

A H

E L

A R

IV

E R B

A

IN

T M

A R

IO

N L

O C

K S A

N D D

A M

S A

N

IT

A R

Y S

E W

E R S

Y S

T E

M R

E P

L A

C E

M E

N T

W

W N

B

CERTIFIED FINAL DOCUMENTS

0+

P C

0+00

R O

A D

B

S T

A T

IO

N

.0

A T

IO

N

.9

A C

C E

S S R

O A

D

A

= 1° 44' 21" LT

D = 5° 13' 22"

R = 1097.05'

T = 16.65'

L = 33.30'

PI = 11+80.99

CURVE 4

.3

P C

S 32° 50' 05" W

S 31° 05' 44" W

S 31° 05' 44" W

S 1 1°

'06

" W

.6

P T

.9

P

T

.4

P

C

.8

P T

.2

P O

E

= 19° 58' 38" RT

D = 11° 31' 27"

R = 497.18'

T = 87.56'

L = 173.35

PI = 3+74.32

CURVE 6

= 68° 50' 56" RT

D = 19° 58' 38"

R = 73.20

T = 50.17'

L = 87.96'

PI = 0+43.80

CURVE 5

SIDEWALK SIDEWALK

C

C E

S S R

O A

D G

A T

E

GATE

S L

O W

S P

S P

S P

S P

SPSP

ROAD "

B"

HORIZONTAL ALIGNMENT COORDINATES

POINT TYPE

STATION

GRID

NORTHING

GRID

EASTING

GRID

ACCESS ROAD "A"

POB 7+00.00 151949.76 1360589.64

PC 11+64.30 151559.64 1360337.89

PI 11+80.99 151545.62 1360328.84

PT 11+97.60 151531.39 1360320.26

POE 16+75.00 151122.59 1360073.70

ROAD "B"

POB 0+00.00 151755.70 1360464.41

PC

0+00.00 151755.70 1360464.41

PI

0+43.80 151728.83 1360506.48

PT

0+87.96 151679.53 1360496.78

PC

2+87.48 151483.75 1360458.31

PI

3+74.15 151397.83 1360441.42

PT

4+60.82 151322.86 1360396.20

POE 5+38.23 151256.57 1360356.22

EXISTING SANITARY SEWER SYSTEM FACILITIES

PLAN - SITE DEMOLITION WORK

SCALE: 1" = 5'-0"

NOTES:

LP

NOTES:

LEGEND

CHAIN-LINK SECURITY FENCE (TO BE REMOVED)

N

NOTES:

TO SAND MOUND AREA

EXISTING 2" PVC PIPE

INFORMATION

FOR ADDITIONAL

SEE SHEET MD3020

ACCESS ROAD "A"

SHED

MAINTENANCE

EXISTING

TURN-OFF

GRAVEL

EXISTING

SHOULDER (GRAVEL)

SHOULDER (GRAVEL)

GRASS

GRASS

GRASS

GRASS

PARKING AREA

GRAVEL

EXISTING

BUILDING PAD

ASPHALT

EXISTING

AND GRAVEL)

(GRASS, MUD

MIXED AREA

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

®of Engineers

US Army Corps

1 2 3 4 5 6 7 8 9 10

F

IL

E N

A M

E

P L

O T D

A T

E

A

B

C

D

E

F

G

H4TSDRST

L P

M O

C D

.d g n

-J

A N -2

:5

5:1

P

IT

T S

B U

R G

H D

IS

T R

IC

T

A N

S I

D

L

IB

E R

T Y A

V E

N U

E

P

IT

T S

B U

R G

H P

A

M O

N O

N G

A H

E L

A R

IV

E R B

A

IN

T M

A R

IO

N L

O C

K S A

N D D

A M

S A

N

IT

A R

Y S

E W

E R S

Y S

T E

M R

E P

L A

C E

M E

N T

W

W N

B

CERTIFIED FINAL DOCUMENTS

B

C R

A T

CD1005

/S

A M

A N

T H

A P

E

IT

Z P .E

0 5' 10'

SCALE: 1"=5'

S

IT

E D

E M

O L

IT

IO

N P

L A

N

J

R U

S N

A K

S A

N

IT

A R

Y S

E W

E R S

Y S

T E

M

T S

T U

R M

J

A N

15+00 14+00

6"

DIP

D

IP

2 1/2"

2" PVC

TO OPERATIONS BUILDING

TO OPERATIONS BUILDING

TO

SERVIC

E B

UIL

DIN

G

GAS LINE

EXISTING

15+00 14+00

SEE NOTE 2

A

MD3020

BASES TO BE REMOVED

GATES AND CONCRETE POST

SECURITY FENCE, FRAMES,

EXISTING CHAIN-LINK

INTERVALS OF 1 FOOT AND LABELED.

3. EXISTING CONTOURS ARE SHOWN ON THIS SHEET AT

COMPOSITION ARE UNKNOWN.

PITTSBURGH DISTRICT OFFICE. PIPE SIZE AND MATERIAL

FOUND ON ANY "AS-BUILT" DRAWINGS FOUND IN USACE

INFORMATION REGARDING THE GAS LINE COULD BE

TESTIMONY OF MULTIPLE USACE PERSONNEL; NO

2. EXISTING GAS LINE, AS SHOWN, IS LOCATED BASED ON

LEGEND SYMBOLS, SEE SHEET G-0007.

1. FOR GENERAL NOTES, ABBREVIATIONS, AND ADDITIONAL

15+00 14+00

NEW SANITARY SEWER SYSTEM FACILITIES

10'-0"

(MIN)

2'-0"

12'-5"

G A

T E O

P E

N

IN

G

56'-0"

20'-0"

FROM SHED

10'-0" CLEAR

(MIN)

2'-0"

LEGEND

NEW CHAIN-LINK SECURITY FENCE

NON-ERODIBLE MATERIAL (PENNDOT 2A)

W

NEW WATER LINE

NEW CURB VALVE - WATER

NEW UNDERGROUND ELECTRICAL LINE

OPERATIONS BUILDING

FROM NEW PULL BOX TO

NEW ELECTRICAL CONDUIT

SHEET V-1001

BASELINE - SEE

ACCESS ROAD "A"

NOTES:

TRENCH CUT LINE

ROADWAY UTILITY

A M-3022

15+00 14+00

ACCESS ROAD "A"

SHED

MAINTENANCE

EXISTING

LP

6"

DIP

D

IP

2 1/2"

SHOULDER (GRAVEL)

SHOULDER (GRAVEL)

SHOULDER (GRAVEL)

GRASS

2" PVC

GRASS

GRASS

GRASS

TO OPERATIONS BUILDING

TO OPERATIONS BUILDING

TO

SERVIC

E B

UIL

DIN

G

GAS LINE

EXISTING

TO OPERATIONS BUILDING

ASPHALT SURFACE

EXISTING

15+00 14+00

GRASS

W

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

®of Engineers

US Army Corps

1 2 3 4 5 6 7 8 9 10

F

IL

E N

A M

E

P L

O T D

A T

E

A

B

C

D

E

F

G

H4TSDRST

L P

M O

C -1

.d g n

-J

A N -2

:0

5:1

P

IT

T S

B U

R G

H D

IS

T R

IC

T

A N

S I

D

L

IB

E R

T Y A

V E

N U

E

P

IT

T S

B U

R G

H P

A

M O

N O

N G

A H

E L

A R

IV

E R B

A

IN

T M

A R

IO

N L

O C

K S A

N D D

A M

S A

N

IT

A R

Y S

E W

E R S

Y S

T E

M R

E P

L A

C E

M E

N T

W

W N

B

CERTIFIED FINAL DOCUMENTS

B

C R

A T

C-1006

/S

A M

A N

T H

A P

E

IT

Z P

O P

O S

E D S

IT

E W

O R

K P

L A

N

SEE NOTE 2

N

0 5' 10'

SCALE: 1"=5'

PLAN - PROPOSED SITE WORK

SCALE: 1" - 5'-0"

O P

E N

IN

G

G A

T E

FE6-96-SO-RA-10-3

PERSONNEL GATE

R = 3'-6

R '-6

S A

N

IT

A R

Y S

E W

E R S

Y S

T E

M

T S

T U

R M

J

R U

S N

A K

ADDTIONAL INFORMATION

SHEET MD3020 FOR

ABANDONED IN-PLACE - SEE

BE CUT, CAPPED, AND

EXISTING 2" PVC PIPE TO

R = '-0"

(TYP U

N)

C-5010

C-5007

FE6-96-DO-RA-10

EQUIPMENT GATE

DOUBLE SWING

C-5007

C-5007 FE6-TBR-96

SECURITY FENCE

15+00 14+00

23.25' R

14+83.17

48.75' R

14+83.12

23.14' R

14+27.17

M-6024

CONNECTION

WATER

CURB VALVE

SUPPLY LINE

NEW 3/4" WATER

E-1020

ELECTRICAL SERVICES

SYSTEM FACILITIES

NEW SANITARY SEWER

M-6024

HYDRANT

SANITARY

FROST-FREE

DRIVEWAY

FACILITIES ACCESS

SANITARY SEWER

A C-5009

A M-

10'± R

14+26.72

10'± R

13+87.17

48.63' R

14+27.12

TRENCH CUT LINE

ROADWAY UTILITY

THE "E"-SERIES DRAWING SHEETS.

SERVICES FOR THE NEW SANITARY SEWER SYSTEM, SEE

6. FOR INFORMATION IN REGARDS TO ELECTRICAL

DRAWING SHEETS.

SEWER SYSTEM INFRASTRUCTURE, SEE THE "M"-SERIES

5. FOR INFORMATION IN REGARDS TO THE NEW SANITARY

DETERMINED BY CONTRACTING OFFICER.

4. LOCATION OF FENCE GROUNDING SHALL BE FIELD

INTERVALS OF 1 FOOT AND LABELED.

3. EXISTING CONTOURS ARE SHOWN ON THIS SHEET AT

COMPOSITION ARE UNKNOWN.

PITTSBURGH DISTRICT OFFICE. PIPE SIZE AND MATERIAL

FOUND ON ANY "AS-BUILT" DRAWINGS FOUND IN USACE

INFORMATION REGARDING THE GAS LINE COULD BE

TESTIMONY OF MULTIPLE USACE PERSONNEL; NO

2. EXISTING GAS LINE, AS SHOWN, IS LOCATED BASED ON

LEGEND SYMBOLS, SEE SHEET G-0007.

1. FOR GENERAL NOTES, ABBREVIATIONS, AND ADDITIONAL

STONE EL 813.50

MATERIAL - TOP OF

PENNDOT 2A

S L

O P

E

S L

O P

E

SLOPE

S L

O P

E

B C-5010

SLOPE

J

A N

(M

IN

/2 (M

A X

/2 (M

IN

16" DIA (MIN)

10'-0" MAXIMUM

LINE POSTS TO BE EQUALLY SPACED

10'-0" MAXIMUM

10" DIA (MIN)

F A

B R

IC

W

ID

T

H

F E

N C

E F

A B

R

IC

(M

IN

(MIN)

16" DIA

(M

A X

(M

IN

10'-0" EQUIPMENT GATE OPENING (NOM)

10'-0" EQUIPMENT GATE OPENING (NOM)

5'-0" GATE LEAF (NOM) 5'-0" GATE LEAF (NOM)

(M

A X

(M

IN

(NOMINAL)

3'-0" GATE LEAF

(M

IN

(MIN)

16" DIA

C-1006

DETAIL - CHAIN LINK SECURITY FENCE TYPE FE6-TBR-96

NTS

C-1006

DETAIL - DOUBLE SWING EQUIPMENT GATE TYPE FE6-96-DO-RA-10

NTS

C-1006

DETAIL - PERSONNEL GATE TYPE FE6-96-SO-RA-3

NTS

LINE POST

BRACE RAIL

CONCRETE BASE

OR PULL POST

CORNER, END

LINE POST

(3/8" MIN DIA)

TRUSS ROD

OF FABRIC

BOTTOM

(9 GAGE, 2" MESH)

CHAIN-LINK FABRIC

TOP RAIL

ON EXTENSION ARMS

BARBED-WIRE APRON

GRADE LINE

(TYP)

TIE WIRES

TIE WIRES (TYP)

BOTTOM RAIL (TYP)

LINE POST

ROD (TYP)

TRUSS

3/8" DIA

GATE POST

BOTTOM RAIL (TYP)

GATE POST

BRACE RAIL (TYP)

(TYP)

HINGES

WIRE APRON (TYP)

VERTICAL BARBED

AND EXTENSION ARMS

3 STRANDS OF BARBED WIRE

FABRIC (TYP)

CHAIN-LINK

LATCH ASSEMBLY

NOTE 7, SHEET 5008

GATE FRAME (TYP) - SEE

ELEVATION (LOOKING OUT FROM WITHIN ENCLOSURE)

CHAIN-LINK FABRIC

GATE FRAMESWING DIRECTION SWIN

G DI

RECTION

OF BARBED WIRE

3 HORIZONTAL STRANDS

AND EXTENSION ARMS (TYP)

3 STRANDS OF BARBED WIRE

FENCE FABRIC (TYP)

PLAN VIEW

INSIDE

OUTSIDE

RAIL

TOP

RAIL

TOP

(TYP)

TRUSS ROD

LINE POST

LINE

GRADE

FOUNDATION

AND DROP ROD

DROP ROD ASSEMBLY

USE AND SECTION

MINIMUM OUTSIDE DIMENSIONS (NOMINAL)

STEEL POST SCHEDULE

TUBULAR - ROUND

CORNER, END & PULL POSTS

TUBULAR - ROUND

LINE POSTS

TUBULAR - ROUND

TOP, BOTTOM, & BRACE RAILS

2.875" OD

1.66" OD

2.375" OD

TUBULAR - ROUND

EQUIPMENT GATE POSTS

2.875" OD

FABRIC WIDTH 96"

FABRIC WIDTH (IN INCHES)96:

FENCE WITH TOP AND BOTTOM RAILSTBR:

CHAIN-LINK FENCE W/BARBED-WIRE ON SINGLE OUTRIGGERFE6:

FENCE LEGEND:

CLEAR OPENING (IN FEET) BETWEEN GATE POSTSXX:

HINGE TYPE (STANDARD)RA:

OPENING TYPE (DOUBLE)DO:

OPENING TYPE (SINGLE)SO:

FENCE HEIGHT (IN INCHES)96:

FENCE TYPEFE6:

GATE LEGEND:

TUBULAR - ROUND

PERSONNEL GATE POSTS

2.875" OD

(TYP)

HINGES

GRADE LINE

BOTTOM RAIL (TYP)

RAIL (TYP)

BRACE

TOP RAIL (TYP)

GATE POST (TYP)

AND EXTENSION ARMS (TYP)

3 STRANDS OF BARBED WIRE

GATE LATCH

FORK-TYPE

OF BARBED WIRE

ARMS WITH 3 STRANDS

VERTICAL EXTENSION

ROD (TYP)

TRUSS

3/8" DIA

(TYP)

ROD

TRUSS

B

C R

A T

C-5007

/S

A M

A N

T H

A P

E

IT

Z P .E

N O

N -S

E N

S O

R E

D S

E C

U R

IT

Y F

E N

C

IN

G

F E

N C

E A

N D G

A T

E D

E T

A

IL

S

NOTES AND ADDITIONAL FENCE AND GATE DETAILS.

1. SEE SHEET C-5008 FOR SECURITY FENCE AND GATE

T S

T U

R M

J

R U

S N

A K

S A

N

IT

A R

Y S

E W

E R S

Y S

T E

M

NOTE:

J

A N

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

®of Engineers

US Army Corps

1 2 3 4 5 6 7 8 9 10

F

IL

E N

A M

E

P L

O T D

A T

E

A

B

C

D

E

F

G

H4TSDRST

L P

M O

C -5

.d g n

-J

A N -2

:5

0.083333:1

P

IT

T S

B U

R G

H D

IS

T R

IC

T

A N

S I

D

L

IB

E R

T Y A

V E

N U

E

P

IT

T S

B U

R G

H P

A

M O

N O

N G

A H

E L

A R

IV

E R B

A

IN

T M

A R

IO

N L

O C

K S A

N D D

A M

S A

N

IT

A R

Y S

E W

E R S

Y S

T E

M R

E P

L A

C E

M E

N T

W

W N

B

/2

M A

X

/2

M

IN

(T

Y P

DIA

6"

10"

(T Y P )6"

'-6

° 3

(T

YP)7

1/ 2"

1' -1 0"

1'-0"

10'-0" (MAX) 10'-0" (MAX)

SECURE SIDE DOUBLE RAIL END

BOTTOM RAIL

LINE POST

SECURE SIDE

SECURE SIDE

SINGLE RAIL END90° DOUBLE RAIL END

BOTTOM RAIL

CORNER POST

END, PULL OR

THREADS

BOLT W/PEENED

3/8" CARRIAGE

THREADS

BOLT W/PEENED

3/8" CARRIAGE

O F F

A B

R

IC

T O B

O T

T O

M

DOUBLE END RAIL END, PULL AND CORNER RAIL

NTS

BOTTOM RAIL DETAILS

WIRES (2'-0" OC MAX)

9-GAGE STEEL TIE

FENCE FABRIC

FENCE FABRIC

LINE

GRADE

OF FABRIC)

TOP AND BOTTOM

AND WITHIN 4" FROM

WIRE (12" OC MAX

9 GAGE STEEL TIE

WIRES (2'-0" OC MAX)

9 GAGE STEEL TIE

CONCRETE BASE

(3/8" MIN DIA)

TRUSS ROD

TRUSS ROD AND BAND

BAND

TENSION

(3/8" MIN DIA)

TRUSS ROD

BRACE RAIL CLAMP DETAIL

NTS

FASTENING DETAILS

RAIL

BRACE

FABRIC

TENSION BAR

BOTTOM OF FABRIC)

4" FROM TOP AND

OC MAX AND WITHIN

TENSION BAND (15"

FABRIC LINK

ENGAGE EACH

TENSION BAR TO

ATTACHMENT DETAIL

TOP OR BRACE RAIL

ATTACHMENT DETAIL

LINE POST

FABRIC

FENCE

BOLT

CARRIAGE

POST DETAIL

END OR GATE

WIRE

TENSION

DETAIL

TENSION BAND

A

PRECAST CONCRETE

6" D

IA

LINE

GRADE

PIPE

STEEL

1" ID

GRAVEL

SAND/

(INDUSTRY STANDARD)

1/2" DIA DROP ROD

NTS

DROP ROD FOUNDATION DETAIL

PLAN VIEW

SECTION A

DROP ROD ASSEMBLYLATCH ASSEMBLY(TO HOLD GATE OPEN)

GATE KEEPER

NTS

SWING GATE DETAILS

STANDARD)

ROD (INDUSTRY

1/2" DIA DROP

(TYP)

WIRE

BARBED

(TYP)

RIVETED FLUSH

3/8" PLAIN PIN

CORNER POST

(TYP)

RIVETED FLUSH

3/8" PLAIN PIN

LINE POST

(TYP)

LOCK PIN

NTS

EXTENSION ARM DETAILS

POST

GRADE

COPPER WIRE

#8 AWG SOLID

OF COPPER

CLAMP-TYPE FITTING

WELD OR APPROVED

MOLDED EXOTHERMIC

STEEL GROUND ROD

3/4" DIA COPPER-CLAD

NTS

GROUNDING DETAIL

NTS

STANDARD GATE HINGE

POST

LINE

BRACE RAIL

TRUSS RODTRUSS ROD

BRACE RAIL

PULL POST

POST

LINE

NTS

BRACE PANEL DETAIL

EXCEED 500 FEET

STRAIGHT RUNS

PANEL WHENEVER

PROVIDE BRACE

NOTE:

RAIL

BOTTOM

WIRE OR

TENSION

RAIL

BOTTOM

WIRE OR

TENSION

SECURITY FENCE AND GATE NOTES:

PROPER RIGID CONSTRUCTION OF ALL GATES SUPPLIED.

ALL-WELDED GATE FRAMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE

WELDED HORIZONTAL BRACE MAY BE USED IN LIEU OF TRUSS RODS TO BRACE

SHALL BE ASSEMBLED USING HEAVY FITTINGS. AT CONTRACTOR'S OPTION, A

NOMINAL (ROUND). GATE FRAMES SHALL BE OF WELDED CONSTRUCTION OR

7. ALL GATE FRAMES SHALL MEET THE MINIMUM REQUIREMENTS OF ASTM F900 1.90"

OFFICER.

OF ANY REQUIRED GATE KEEPERS SHALL BE DETERMINED BY THE CONTRACTING

PADLOCKS AND, IF DETERMINED TO BE NEEDED, GATE KEEPERS. THE LOCATIONS

6. SWING GATES SHALL BE CONSTRUCTED WITH DROP RODS, LATCH ASSEMBLIES,

AS SHOWN.

RAIL ENDS TO INSURE THAT CARRIAGE BOLTS PASS THROUGH THE BOTTOM RAIL,

BOLTS AS SHOWN. ADDITIONAL HOLES SHALL BE DRILLED THROUGH THE BOTTOM

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

4. CONCRETE SHALL BE 3,500 PSI COMPRESSIVE STRENGTH CONCRETE.

BARBED-WIRE APRON EXTENDING OUTWARD FROM THE SECURED AREA.

3. ALL FENCE, WITH THE EXCEPTION OF THE EQUIPMENT GATES, SHALL HAVE THE

ON THE SIDE OPPOSITE THE SECURE AREA.

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

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

COMPLY WITH THE SPECIFICATIONS.

LIMIT OTHER TYPES OF FENCE SECTIONS AND METHODS OF INSTALLATION THAT

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

B

C R

A T

C-5008

/S

A M

A N

T H

A P

E

IT

Z P .E

NOTE:

N -S

E N

S O

R E

D S

E C

U R

IT

Y F

E N

C

IN

G

N O

T E

S A

N D M

IS

C

E L L

A N

E O

U S D

E T

A

IL

S

AND GATE DETAILS.

1. SEE SHEET C-5007 FOR ADDITIONAL FENCE

S A

N

IT

A R

Y S

E W

E R S

Y S

T E

M

T S

T U

R M

J

R U

S N

A K

J

A N

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

®of Engineers

US Army Corps

1 2 3 4 5 6 7 8 9 10

F

IL

E N

A M

E

P L

O T D

A T

E

A

B

C

D

E

F

G

H4TSDRST

L P

M O

C -5

.d g n

-J

A N -2

:5

0.083333:1

P

IT

T S

B U

R G

H D

IS

T R

IC

T

A N

S I

D

L

IB

E R

T Y A

V E

N U

E

P

IT

T S

B U

R G

H P

A

M O

N O

N G

A H

E L

A R

IV

E R B

A

IN

T M

A R

IO

N L

O C

K S A

N D D

A M

S A

N

IT

A R

Y S

E W

E R S

Y S

T E

M R

E P

L A

C E

M E

N T

W

W N

B

10'-0" 4'-0"10'-0"1'-0"

EXISTING ACCESS ROAD "A" PAVEMENT (BEYOND)

(BEYOND)

SHOULDER

LIMITS OF ELECTRICAL CONDUIT CONCRETE ENCASEMENT

4'-0"

ROADWAY UTILITY TRENCH

WATER LINE

EXISTING 2 1/2"

WATER LINE

EXISTING 2 1/2"

LC ACCESS ROAD "A"

1" BITUMINOUS WEARING COURSE

2" BITUMINOUS BINDER COURSE

BITUMINOUS PRIME COAT

1/4" PER FT1/4" PER FT

BENEATH ROADWAY

ENCASED IN CONCRETE

NEW ELECTRICAL CONDUIT

SUPPLY LINE

NEW 3/4" WATER

PVC PIPE

4" PERFORATED

GEOTEXTILE

(PENNDOT 2A)

4" AGGREGATE LAYER

(PENNDOT 2A) BASE COURSE

8" CRUSHED AGGREGATE

(AASHTO #57) BACKFILL

CRUSHED AGGREGATE

NOTE 4

(TYP EACH SIDE) - SEE

ROAD UNDERDRAIN

3/4" PER FT

SHOULDER

6" DEEP

CROSSING REPAIR

UTILITY TRENCH

TYPICAL ROADWAY 1

C-5010

GRADE

FINISHED

GRADE

FINISHED

ACCESS ROAD REPAIR NOTES:

UNDERDRAIN TO PRE-TRENCHING CONDITIONS AS SHOWN IN THE DETAIL.

REPLACE ANY REMOVED BACKFILL, USING LIKE MATERIALS, TO RESTORE THE

THE PERFORATED PVC PIPE SEGMENTS, REPAIR THE GEOTEXTILE LAYER, AND

THROUGH THE ROADWAY UNDERDRAINS, THE CONTRACTOR SHALL RECONNECT

4. WHERE ANY TRENCHING WORK ACROSS ACCESS ROAD "A" REQUIRES CUTTING

WEARING COURSE PER SPECIFICATION SECTION 32 12 16.

3. APPLY TACK-COAT TO TOP OF BINDER COURSE PRIOR TO PLACEMENT OF

2. PREPARE SUBGRADE PER SPECIFICATION SECTION 32 11 23.

UTILITY LINES.

FOR THE INSTALLATION OF NEW UTILITY LINES OR REPLACEMENT OF EXISTING

1. THIS DETAIL APPLIES TO AREAS WHERE ACCESS ROAD "A" IS TO BE TRENCHED

WATER LINE

EXISTING 2 1/2"

UNDERDRAIN

EXISTING ROAD

UNDERDRAIN

EXISTING ROAD

(BEYOND)

GROUND

EXISTING

(BEYOND)

GROUND

EXISTING

BENEATH ROADWAY

ENCASED IN CONCRETE

NEW ELECTRICAL CONDUIT

CONNECTION

WATER

CURB VALVE5

M-6024

SUPPLY LINE

NEW 3/4" WATER

E-1021

A E-1021

A

M-6024 TRENCH DETAIL

WATER LINE

NOTE: NEW ROAD SURFACE NOT SHOWN FOR CLARITY.

PAVEMENT

ROADWAY

EXISTING

UNDERDRAIN

EXISTING ROAD

SUPPLY LINE

NEW 3/4" WATER

ROADWAY PAVEMENT

BENEATH NEW

IN CONCRETE

CONDUIT ENCASED

(2) NEW ELECTRICAL

B

C-5010

CROSSING REPAIR

UTILITY TRENCH

TYPICAL ROADWAY

B

C R

A T

C-5009

/S

A M

A N

T H

A P

E

IT

Z P .E

0 2' 4'1'

SCALE: 1/2"=1'

S A

N

IT

A R

Y S

E W

E R S

Y S

T E

M

T S

T U

R M

J

R U

S N

A K1

C-1006 SCALE: 1/2" = 1'-0"

DETAIL - TYPICAL REPAIR SECTION FOR ACCESS ROAD "A"

A

C-1006 SCALE: 1/2" = 1'-0"

SECTION

B

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

SECTION

A C

C E

S S R

O A

D

A

U T

IL

IT

Y T

R E

N C

H C

R O

S S

IN

G

S E

C T

IO

N S A

N D D

E T

A

IL

S

ADDITIONAL LEGEND SYMBOLS, SEE SHEET G-0007.

1. FOR ABBREVIATION LIST, GENERAL NOTES, AND

J

A N

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

®of Engineers

US Army Corps

1 2 3 4 5 6 7 8 9 10

F

IL

E N

A M

E

P L

O T D

A T

E

A

B

C

D

E

F

G

H4TSDRST

L P

M O

C -5

.d g n

-J

A N -2

:5

0.083333:1

P

IT

T S

B U

R G

H D

IS

T R

IC

T

A N

S I

D

L

IB

E R

T Y A

V E

N U

E

P

IT

T S

B U

R G

H P

A

M O

N O

N G

A H

E L

A R

IV

E R B

A

IN

T M

A R

IO

N L

O C

K S A

N D D

A M

S A

N

IT

A R

Y S

E W

E R S

Y S

T E

M R

E P

L A

C E

M E

N T

W

W N

B

CERTIFIED FINAL DOCUMENTS

LEGEND

PENNDOT 2A AGGREGATE

AASHTO #57 AGGREGATE

SHOULDER MATERIAL

12" 12"

(TYP)

6"

PIPE

OD

8" (MAX)

6" (MIN)

8" (MAX)

6" (MIN)

(M

IN

(SEE NOTE 1)

NEW PAVEMENT

12" 12"

(TYP)

6"

8" (MAX)

6" (MIN)

8" (MAX)

6" (MIN)

(SEE NOTE 1)

NEW PAVEMENT

(M

IN

20'-0" (MIN)

(M

IN

5'-0"5'-0"

(TYP)

2'-0" (MIN)

LEGEND

PENNDOT 2A AGGREGATE

ENTRANCE MATERIAL

EXISTING ROCK CONSTRUCTION

PAVEMENT

T/EXISTING

PRIOR TO RESTORING PAVEMENT

TACK COAT TO SAW CUT AREAS

REQUIRED; APPLY BITUMINOUS

SAW CUT EXISTING PAVEMENT AS

SEALANT (SEE NOTE 2)

BEDDING MATERIAL (SAND)

INITIAL BACKFILL LAYER (SAND)

ROADWAY CROSSING - PIPED UTILITY

TYPICAL TRENCH RESTORATION AT

COMPACTED IN MAX 8" LIFTS

AASHTO #57 COURSE AGGREGATE,

PAVEMENT

T/EXISTING

PRIOR TO RESTORING PAVEMENT

TACK COAT TO SAW CUT AREAS

REQUIRED; APPLY BITUMINOUS

SAW CUT EXISTING PAVEMENT AS

SEALANT (SEE NOTE 2)

ADDITIONAL INFORMATION

CONDUIT - SEE SHEET E-1021 FOR

CONCRETE-ENCASED ELECTRICAL

ROADWAY CROSSING - ELECTRICAL CONDUIT

TYPICAL TRENCH RESTORATION AT

COMPACTED IN MAX 8" LIFTS

AASHTO #57 COURSE AGGREGATE,

TRENCH RESTORATION NOTES:

SEE SHEETS M-6024 AND E-1021.

3. FOR TRENCH RESTORATION IN NON-ROADWAY (LAWN) CONDITIONS,

PAVEMENT SEALANT, 12" WIDE, AT A RATE OF 0.25 GAL/SY.

2. ALL COLD JOINTS SHALL BE SEALED WITH A HOT BITUMINOUS LIQUID

AS THE REMAINING ROADWAY PAVEMENT; SEE DETAIL 1, SHEET C-5009.

NEW MATERIALS OF THE SAME TYPE AND IN THE SAME CONFIGURATION

1. REPLACE EXISTING PAVEMENT REMOVED FOR UTILITY TRENCHING WITH

GRADE

EXISTING

B

C R

A T

C-5010

/S

A M

A N

T H

A P

E

IT

Z P .E

0 2' 4'1'

SCALE: 1/2"=1'

S A

N

IT

A R

Y S

E W

E R S

Y S

T E

M

T S

T U

R M

J

R U

S N

A K

C-1006 N.T.S.

SANITARY SEWER FACILITIES ACCESS DRIVEWAY

A C

C E

S S R

O A

D

A

U T

IL

IT

Y T

R E

N C

H C

R O

S S

IN

G

D E

T A

IL

S A

N D O

T H

E R M

IS

C

E L L

A N

E O

U S D

E T

A

IL

S

C-5009 N.T.S.

DETAIL - TYPICAL ROADWAY UTILITY TRENCHING REPAIRS

ADDITIONAL LEGEND SYMBOLS, SEE SHEET G-0007.

1. FOR ABBREVIATION LIST, GENERAL NOTES, ANDB

C-1006 N.T.S.

SECTION

J

A N

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

®of Engineers

US Army Corps

1 2 3 4 5 6 7 8 9 10

F

IL

E N

A M

E

P L

O T D

A T

E

A

B

C

D

E

F

G

H4TSDRST

L P

M O

C -5

.d g n

-J

A N -2

:5

0.083333:1

P

IT

T S

B U

R G

H D

IS

T R

IC

T

A N

S I

D

L

IB

E R

T Y A

V E

N U

E

P

IT

T S

B U

R G

H P

A

M O

N O

N G

A H

E L

A R

IV

E R B

A

IN

T M

A R

IO

N L

O C

K S A

N D D

A M

S A

N

IT

A R

Y S

E W

E R S

Y S

T E

M R

E P

L A

C E

M E

N T

W

W N

B

CERTIFIED FINAL DOCUMENTS

ENTRANCE STONE

CONSTRUCTION

EXISTING ROCK

DRIVEWAY NOTE 1

GRAVEL ACCESS

PENNDOT 2A - SEE

NOTE:

COMPACTED INTO A STURDY, NON-ERODIBLE SURFACE.

OVER THE EXISTING AASHTO #1 AGGREGATE AND

SHED; 2" OF PENNDOT 2A MATERIAL SHALL BE PLACED

SYSTEM FACILITIES AREA AND EXISTING MAINTENANCE

ACCESS DRIVEWAY FOR THE NEW SANITARY SEWER

ENTRANCE SHALL BE CONVERTED INTO A PERMANENT

SYSTEM FACILITIES, THE ROCK CONSTRUCTION

1. AFTER CONSTRUCTION OF THE NEW SANITARY SEWER

GROUND

EXISTING

GROUND

EXISTING

SLOPE SLOPE

EL 813.50EL 813.50

LC NEW SANITARY SEWER SYSTEM

SHEET C-1006

AROUND) - SEE

FENCE (TYP ALL

NEW SECURITY

MATERIAL

PENNDOT 2A

ADDITIONAL INFORMATION

SHEET M-3022 FOR LIMITS AND

EXCAVATION BACKFILL - SEE

LIMIT SHOWN

PUMP STATION TO

REMOVE EXISTING

REMOVE EXISTING 8" DIP

REMOVE EXISTING 8" DIP

CONTROLS

DISCHARGE PIPING AND

REMOVE EXISTING PUMP

MANHOLE NO. 2

REMOVE EXISTING

SEPTIC TANK NO. 1

REMOVE EXISTING

TO LIMIT SHOWN

SEPTIC TANK NO. 2

REMOVE EXISTING

TO LIMIT SHOWN

SEPTIC TANK NO. 3

REMOVE EXISTING

REMOVE TO MANHOLE NO. 2

CONCRETE ENCASEMENT AND

BUILDING. CUT PIPE BEYOND

EXISTING 6" DIP FROM SERVICE

FIELD VERIFY

CONCRETE ENCASEMENT

CONNECTION AND

REMOVE EXISTING DROP

PROVIDE PVC CAP

TO SAND MOUND AND

AT EDGE OF EXCAVATION

CUT EXISTING 2" PVC PIPE

BEYOND MANHOLE AND REMOVE.

REFLECTED INV EL. 799.16 CUT PIPE

OPERATIONS BUILDING SHOWN

EXISTING 6" DIP SEWER LINE FROM

MD3020

L

O W

E

E L E

IS

U R

E

INV EL. 813.58

0 2' 4'1'

SCALE: 1/2"=1'

D E

M O

L

IT

IO

N S

E C

T

IO

N

EL. 814.00

INV EL. 804.31

INV EL. 800.01

EXISTING GROUND EL. 813.31

EL. 792.54

DEMOLITION LINE EL. 802.93

EXCAVATED MATERIAL

UNDISTURBED EARTH

LEGEND:

CD1005 SCALE: 1/2"=1'-0"

SECTION

TOP OF EXISTING SLAB EL. 795.03

D

B U

C C

IN

I

S A

N

IT

A R

Y S

E W

E R S

Y S

T E

M

ADDITIONAL LEGEND SYMBOLS, SEE DWG G-0007.

FOR GENERAL NOTES, ABBREVIATIONS, AND3.

VOIDS IN BACKFILL MATERIAL.

PRIOR TO FILLING WITH STONE TO PREVENT

REMOVE ALL DEMOLITION DEBRIS FROM TANKS2.

SEWAGE AT A PADEP APPROVED FACILITY.

STATION PRIOR TO DEMOLITION. DISPOSE OF

PUMP SEWAGE FROM SEPTIC TANKS AND PUMP1.

NOTES:

INV EL. 799.12

/s J

O H

N E

N

IT

E S P .E

J

A N

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

®of Engineers

US Army Corps

1 2 3 4 5 6 7 8 9 10

F

IL

E N

A M

E

P L

O T D

A T

E

A

B

C

D

E

F

G

H4TSDRST

L P

M O

M D

.d g n

-J

A N -2

:5

0.083333:1

P

IT

T S

B U

R G

H D

IS

T R

IC

T

A N

S I

D

L

IB

E R

T Y A

V E

N U

E

P

IT

T S

B U

R G

H P

A

M O

N O

N G

A H

E L

A R

IV

E R B

A

IN

T M

A R

IO

N L

O C

K S A

N D D

A M

S A

N

IT

A R

Y S

E W

E R S

Y S

T E

M R

E P

L A

C E

M E

N T

W

W N

B

OPERATIONS BUILDING

EXISTING 6" DIP FROM

EXISTING 6" DIP FROM SERVICE BUILDING

MANHOLE FRAME AND COVER

MANHOLE NO. 2

HOLDING TANK

R1R60 OR APPROVED EQUAL

CUSHION/GASKET. HALLIDAY PRODUCTS MODEL

VENT COUPLING AND NEOPRENE

OPENING, 3" NPT THREADED STAINLESS STEEL

BAR, STAINLESS STEEL SPRING ASSISTED

HARDWARE/HINGES, NON-CORROSIVE LOCKING

59"X40" OPENING, STAINLESS STEEL

ROUND EMBEDDED ALUMINUM ACCESS HATCH

(TYP)

3" SCH 80 PVC VENT

VALVE VAULT

PUMP STATION

MODEL S15303 OR APPROVED EQUAL

CUSHION/GASKET. HALLIDAY PRODUCTS

ASSISTED OPENING, NEOPRENE

LOCKING BAR STAINLESS STEEL SPRING

HARDWARE/HINGES, NON-CORROSIVE

30"X30" ALUMINUM HATCH, STAINLESS STEEL,

10'-11"8'-10"8'-4"

SEE M-6024 FOR DETAILS

FROST FREE HYDRANT

3/4" TYPE K COPPER TUBING

FOR CONTINUATION SEE C-1006

REQUIRED)

BRACKET (2

MOUNT HOIST

STEEL WALL

STAINLESS

STEEL PUMP HOIST

PORTABLE STAINLESS

3'-0"

COVER (TYP)

MANHOLE FRAME AND

NEW FENCE SEE DWG C-1006

PANEL SEE DRAWING E-1020

NEW PUMP STATION CONTROL

ELECTRICAL PULL BOX

ALUMINUM ACCESS HATCHES SHALL BE CAST INTO LID SECTIONS BY PRECAST MANUFACTURER.5.

ALL ANCHOR BOLTS & FASTENERS SHALL BE STAINLESS STEEL.4.

AREAS OF ALUMINUM HATCHES IN CONTACT WITH CONCRETE SHALL BE BITUMINOUS COATED.3.

ARE ALSO CONSIDERED EQUAL. REFER TO SPECIFICATION SECTION FOR DETAILS.

DESIGN BASED ON NOTED MANUFACTURERS EQUIPMENT. OTHER MANUFACTURERS EQUIPMENT2.

BACKFILLING PUMP STATION TO EL. 799.00.

INSTALL NEW MANHOLE NO. 2 IN THE SAME LOCATION AS EXISTING MANHOLE NO. 2. AFTER1.

INSTALLATION NOTES:

FOR GENERAL NOTES, ABBREVIATIONS, AND ADDITIONAL LEGEND SYMBOLS, SEE DWG G-0007.10.

FOR WATERLINE TRENCH DETAILS SEE M-6024.9.

SEWAGE PUMPS.

PROVIDE STAINLESS STEEL BRACKET AND WEIGHTED FLOATS FOR BACKUP CONTROL OF8.

ALL EXTERIOR SURFACES SHALL BE BITUMINOUS COATED WITH EXCEPTION OF LID SECTIONS.7.

SEALANT.

PENETRATIONS FOR PIPING, CONDUIT, ETC. SEAL ALL JOINTS WITH A DOUBLE RING OF BUTYL

JOINTS FOR PRECAST SECTIONS SHALL BE SPREAD AS NECESSARY TO AVOID CONFLICTS WITH6.

M-1021

L

O W

E

E L E

IS

U R

E

P L

A N

0 2' 4'1'

SCALE: 1/2"=1'

D

B U

C C

IN

I

S A

N

IT

A R

Y S

E W

E R S

Y S

T E

M

SANITARY SEWER SYSTEM PLAN

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

LC LC LC LC

J

A N

/s J

O H

N E

N

IT

E S P .E

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

®of Engineers

US Army Corps

1 2 3 4 5 6 7 8 9 10

F

IL

E N

A M

E

P L

O T D

A T

E

A

B

C

D

E

F

G

H4TSDRST

L P

M O

M -1

.d g n

-J

A N -2

:5

0.083333:1

P

IT

T S

B U

R G

H D

IS

T R

IC

T

A N

S I

D

L

IB

E R

T Y A

V E

N U

E

P

IT

T S

B U

R G

H P

A

M O

N O

N G

A H

E L

A R

IV

E R B

A

IN

T M

A R

IO

N L

O C

K S A

N D D

A M

S A

N

IT

A R

Y S

E W

E R S

Y S

T E

M R

E P

L A

C E

M E

N T

W

W N

B

CERTIFIED FINAL DOCUMENTS

A M-3022

EXISTING 6" DIP

NEW PRECAST CONCRETE MANHOLE 2

SCH 80 PVC

3" THREADED ADAPTOR

1'-0"

4'-0"

VALVE VAULT

PRECAST CONCRETE

PUMP STATION

PRECAST CONCRETE

5'-0"

ACCESS HATCH

5'-0"

5" 5" MIN.

8" DIP PIPE

MANUFACTURERS RECOMMENDATIONS

STAINLESS STEEL ANCHOR BOLTS IN ACCORDANCE WITH

PUMP BASE (2 REQUIRED). ANCHOR TO CONCRETE WITH

3" DIP

5"

NEW 6" DIP

2'-0"

CONCRETE FILLET

6" MJ 90°

6" MJ 45°

NEW 6" DIP

6" MJ WYE

CONCRETE FILLET

FLOOR TO DRAIN

CONCRETE FILLET SLOPE

6" (TYP)

ACCESS HATCH

PRECAST GRADE RINGS

SEALANT AT TANK JOINT

FLEXIBLE BUTYL RUBBER

COMPACTED IN 6" LAYERS

EXCAVATION LINE

#57 STONE AND COMPACT IN 6" LAYERS.

REMAINING TANKS AND FILL WITH AASHTO

REMOVE DEMOLITION DEBRIS FROM

PUMP TANKS EMPTY PRIOR TO DEMOLITION.

APPROVED EQUAL

NEENAH MODEL NO. R-1642 OR

CAST IRON FRAME AND COVER

BOLTS (TYP)

WITH STAINLESS STEEL ANCHOR

ANCHOR FRAMES TO CONCRETE

AGGREGATE PADOT CLASS 4 (TYP)

MATERIAL BETWEEN SOIL AND

PROVIDE GEOTEXTILE SEPARATION

3" MJ SLEEVE

(2 LOCATIONS AT EACH PUMP)

STEEL THREADED RODS, NUTS, AND ANCHORS

STAINLESS STEEL FRICTION CLAMPS WITH STAINLESS

1-1/4" SCH 40 STAINLESS STEEL PIPE

2" PVC PIPE TO SAND MOUND

PROVIDE CAP ON EXISTING

WITH CAP

1-1/4" QUICK DISCONNECT

AND TANK

GRADE RINGS AND BETWEEN GRADE RINGS

BETWEEN FRAME AND CONCRETE, BETWEEN

PROVIDE FLEXIBLE BUTYL RUBBER SEALANT

EXISTING TANK (TYP)

EACH PUMP

STEEL LIFTING CABLE

30 FOOT STAINLESS

STEEL PUMP HOIST

PORTABLE STAINLESS

FORCE MAIN (TYP)

SAND BACKFILL AROUND

PROVIDE 6" OF COMPACTED

"6" TYP

8"

FLANGE

DIELECTRIC ISOLATION

CROSS

SUPPORT UNDER

PROVIDE PIPE

CONCRETE HOLDING TANK

2000 GALLON PRECAST

EXPLOSION PROOF GRINDER PUMP (2 REQUIRED)

DROP PIPE

ENCASE

CONCRETE

DIP WITH NEW 6" MJ DIP

CONNECT TO EXISTING 6"

MANHOLE JOINTS (TYP)

SEALANT AT ALL

FLEXIBLE BUTYL RUBBER

AND CONCRETE (TYP)

SEALANT BETWEEN FRAME

FLEXIBLE BUTYL RUBBER

STAINLESS STEEL ANCHOR BOLTS (TYP)

ANCHOR FRAMES TO CONCRETE WITH

MODEL NO. R-1642 OR APPROVED EQUAL

CAST IRON FRAME AND COVER NEENAH

ANCHORS (2 REQUIRED)

STAINLESS STEEL

PRECAST WITH

BRACKET ANCHORED TO

HOIST WALL MOUNT

SUPPORTS AS REQUIRED

PUMP WITH INTERMEDIATE

GUIDE BARS (2 REQUIRED) PER

MOUNTED OFF ACCESS HATCH

UPPER SLIDE RAIL SUPPORT

MANHOLE 2

AASHTO #57 UNDER

MIN 6" COMPACTED

(TYP 8", 6", & 3" PIPES)

RESILIENT CONNECTORS

EXISTING CONCRETE SLAB

PRIOR TO PLACING PRECAST BASE

OF DEBRIS AND HIGH POINTS

INSURE EXISTING SLAB IS CLEAR

AASHTO #57 STONE

FILL PIPES WITH

FOR FLOAT SETTING

ALARM FLOATS SEE DWG M-3023

2'-0"

FOR THE FINAL 6" OF BACKFILL

SEE SECTION B ON DRAWING C-5010

INSECT SCREEN (TYP)

WITH STAINLESS STEEL

3" COMPANION FLANGE

PIPE (TYP)

3" SCH 80 PVC VENT

1-1/4" GATE VALVE

M-3022

E

C T

IO

L

O W

E

E L E

IS

U R

E

0 2' 4'1'

SCALE: 1/2"=1'

INV EL. 799.08

A

M-1021 SCALE: 1/2"=1'-0"

SECTION

NEW GROUND EL. 813.50

EL. 795.53

TOP OF EXISTING SLAB 795.03

INV PIPE EL. 804.81

INV PIPE EL. 800.01

TOP OF LID EL. 814.632

CL PIPE EL. 809.67

EL. 792.54

EL. 811.50

EL. 802.93

INV PIPE EL. 807.62

B M-3023

TOP OF MANHOLE EL. 814.018

INV EL. 807.75

D

B U

C C

I

LEGEND:

SAND

LAYERS

MATERIAL COMPACTED IN 6"

SATISFACTORY EXCAVATED

UNDISTURBED EARTH

FINAL BACKFILL

CONCRETE

COMPACTED IN 6" LAYERS

AASHTO NO. 57 LIMESTONE S

A

N

IT

A R

Y S

E W

E R S

Y S

T E

M

2000 GAL WATER LEVEL

BOTTOM OF HOLDING TANK EL. 804.25

ADDITIONAL LEGEND SYMBOLS, SEE DWG G-0007.

FOR GENERAL NOTES, ABBREVIATIONS, AND3.

NOTES, SEE DWG M-1021

FOR SANITARY SEWER SYSTEM INSTALLATION2.

AND BACKUP FLOAT LOCATIONS AND SETTINGS

SEE DRAWING M-3023 FOR LEVEL PROBE1.

NOTES:

INV PIPE EL. 799.12

T Y

P

TYP

/s J

O H

N E

N

IT

E S P .E

J

A N

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

®of Engineers

US Army Corps

1 2 3 4 5 6 7 8 9 10

F

IL

E N

A M

E

P L

O T D

A T

E

A

B

C

D

E

F

G

H4TSDRST

L P

M O

M -3

.d g n

-J

A N -2

:5

0.083333:1

P

IT

T S

B U

R G

H D

IS

T R

IC

T

A N

S I

D

L

IB

E R

T Y A

V E

N U

E

P

IT

T S

B U

R G

H P

A

M O

N O

N G

A H

E L

A R

IV

E R B

A

IN

T M

A R

IO

N L

O C

K S A

N D D

A M

S A

N

IT

A R

Y S

E W

E R S

Y S

T E

M R

E P

L A

C E

M E

N T

W

W N

B

STEEL PIPE (TYP)

1-1/4" SCH 40 STAINLESS

OR LINK SEAL

WATER TIGHT BOOT

HATCH SUPPORT ANGLE

AND MOUNT ON ACCESS

STAINLESS STEEL BRACKET

FLOATS. PROVIDE

BACK UP PUMP CONTROL

CHECK VALVE

3" DUCK BILL

ALARM FLOATS TWO REQUIRED

SEE PUMP CONTROL SCHEDULE FOR SETTINGS

TOP OF PUMP STATION AND 8" OFF FACE OF WALL.

SUPPORT BRACKET TO BE LOCATED 12" FROM

PUMP CONTROL LEVEL PROBE STAINLESS STEEL

PUMP STATION

VALVE VAULT

MANHOLE STEPS

2000 GALLON HOLDING TANK

11'-0"

3'-6"

(TYP)

1-1/4" THREADED UNION

VALVE (TYP)

1-1/4" THREADED GATE

(TYP)

1-1/4" 90° ELBOW

CROSS

1-1/4" THREADED

SERVICE BUILDING

EXISTING 6" DIP FROM

OPERATIONS BUILDING

EXISTING 6" DIP FROM

THROUGH MANHOLE

FORM SMOOTH INVERT

SLOPE LEAN CONCRETE TO

PIPE INV. EL. 799.16

NEW 6" MJ DIP INTO MANHOLE

CUT EXISTING 6" DIP AND INSTALL

BYPASS LINE

PUMP STATION

EQUAL (TYP 1-1/4" PIPE)

LINK SEAL OF APPROVED

CORE DRILLED HOLE WITH

VALVE (TYP)

1-1/4" THREADED CHECK

COUPLING (TYP)

COMPRESSION

1-1/4" SCH 80 PVC

3" DIP

MANHOLE NO. 2

(2 REQUIRED)

EXPLOSION PROOF GRINDER PUMP

M-3023

L

O W

E

E L E

IS

U R

E

B

M-3022 SCALE: 3/4"=1'-0"

SECTION

S E

C T

IO

N

D

B U

C C

IN

I

2'0 1' 4'

SCALE: 3/4"=1'

S A

N

IT

A R

Y S

E W

E R S

Y S

T E

M

HIGH ALARM EL. 798.36

LOW LEVEL ALARM 797.00

PUMP 2 ON EL. 798.03

PUMP 1 ON EL. 797.69

PUMPS OFF EL. 797.36

ALARM EL. 808.26

PUMP STATION

PUMP STATION

PUMP STATION

PUMP STATION

PUMP STATION

HOLDING TANK

LOCATIONELEVATION

PUMP CONTROL SCHEDULE

PUMP ON EL. 798.50

PUMP OFF EL. 796.75

PUMP STATION

PUMP STATION

LOCATIONELEVATION

BACK UP FLOAT SCHEDULE

BACK UP ALARM 809.37 HOLDING TANK

SYMBOLS LEGEND SEE DWG G-0007.

FOR GENERAL NOTES ABBREVIATIONS, AND4.

NOTES, SEE DWG M-1021.

FOR SANITARY SEWER SYSTEM INSTALLATION3.

316 STAINLESS STEEL PIPE.

PUMP DISCHARGE PIPING SHALL BE SCH 40,2.

BE THREADED, 150 LB, AND 316 STAINLESS STEEL.

ALL PUMP DISCHARGE PIPE FITTINGS SHALL1.

NOTES:

/s J

O H

N E

N

IT

E S P .E

J

A N

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

®of Engineers

US Army Corps

1 2 3 4 5 6 7 8 9 10

F

IL

E N

A M

E

P L

O T D

A T

E

A

B

C

D

E

F

G

H4TSDRST

L P

M O

M -3

.d g n

-J

A N -2

:5

0.083333:1

P

IT

T S

B U

R G

H D

IS

T R

IC

T

A N

S I

D

L

IB

E R

T Y A

V E

N U

E

P

IT

T S

B U

R G

H P

A

M O

N O

N G

A H

E L

A R

IV

E R B

A

IN

T M

A R

IO

N L

O C

K S A

N D D

A M

S A

N

IT

A R

Y S

E W

E R S

Y S

T E

M R

E P

L A

C E

M E

N T

W

W N

B

WATERSEWER

GRADE

COMPRESSION

ADAPTOR 1" TO 3/4"

O P

E N

O P

E N

3/4" COPPER TYPE K WATERLINE

TAMPED IN 6" LAYERS

BACK FILL TO BE

SUITABLE COMPACTED

INITIAL BACK FILL (SAND)

SADDLE

BRONZE TAPPING

FOOT PIECE

VALVE AND CURB BOX

BLOCK TO SUPPORT

PROVIDE 8"X16"X4" CAP

GRADE4" TOP SOIL

M

IN

MAX OD

PIPE

MAX

ALL TRENCHES

ID MARKING TAPE TYP

6" WIDE DETECTABLE

BEDDING MATERIAL (SAND)

TOP OF VALVE

WATER LINE NEW CURB VALVE

STOP

CORPORATION

WATERLINE

EXISTING 2-1/2"

PIN SHALL BE STAINLESS STEEL.

WITHIN 6" OF GRADE. CONNECTING

PROVIDE STEM EXTENSION TO

TRANSMIT STRESS OR SHOCK.

SUPPORTED SO AS NOT TO

AND CENTERED ON VALVE)

BOX (ARCH STYLE, SET PLUMB

SCREW TYPE CAST IRON CURB

GRAVITY OR FORCE MAIN SEWER PIPE

M

IN

M

IN

FORCE MAIN SEWER PIPE ONLY

D E

P T

H

B U

R Y

FROST LINE

WATER/SEWER SEPARATION DETAIL

SCALE: NTS

FROST FREE SANITARY HYDRANT DETAIL

SCALE: NTS

C L

O S

E D

C L

O S

E D

CURB VALVE WATER CONNECTION DETAIL

SCALE: NTS

M-6024

L

O W

E

E L E

IS

U R

E

8" 8"

MIN

6"

MIN

6"

D

B U

C C

IN

I

M

IS

C E

L L

A N

E O

U S D

E T

A

IL

S

WATER LINE TRENCH DETAIL

SCALE: NTS

AND SYMBOLS LEGEND, SEE DWG G-0007.

FOR GENERAL NOTES, ABBREVIATIONS,1.

NOTES:

S A

N

IT

A R

Y S

E W

E R S

Y S

T E

M /s J

O H

N E

N

IT

E S P .E

J

A N

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

®of Engineers

US Army Corps

1 2 3 4 5 6 7 8 9 10

F

IL

E N

A M

E

P L

O T D

A T

E

A

B

C

D

E

F

G

H4TSDRST

L P

M O

M -6

.d g n

-J

A N -2

:5

0.083333:1

P

IT

T S

B U

R G

H D

IS

T R

IC

T

A N

S I

D

L

IB

E R

T Y A

V E

N U

E

P

IT

T S

B U

R G

H P

A

M O

N O

N G

A H

E L

A R

IV

E R B

A

IN

T M

A R

IO

N L

O C

K S A

N D D

A M

S A

N

IT

A R

Y S

E W

E R S

Y S

T E

M R

E P

L A

C E

M E

N T

W

W N

B

CERTIFIED FINAL DOCUMENTS

AND C-5010.

AND ROAD RESTORATION SEE DRAWINGS C-5009

FOR FINAL BACKFILL UNDER ACCESS ROAD "A"1.

NEW PUMP STATION

WATER SUPPLY LINE

ELECTRICAL PULL BOX

CONTORL PANEL

NEW PUMP STATION

CONCRETE SIDEWALK

CONDUIT JACKED UNDER

4'-0"

WITH MANHOLE

NEW HOLDING TANK

TYP FOR 6

GROUND ROD

SIDEWALK

CONCRETE

SEE DWG E-1021

EXISTING MCC-2,

BELOW GRADE

BURIED 1'-6"

FLOAT CABLES

(1) 1-1/2"C FOR

ELECTRICAL LINES

EXISTING UNDERGROUND

ELECTRICAL LINES

EXISTING UNDERGROUND

SEE DWG M-6024

FROST FREE HYDRANT,

(1) 1-1/2"C FOR PUMP STATION POWER (3-1/C #4, #10GRD)

(1) 1-1/2"C FOR OFFICE WARNING LIGHT (2-1/C #12, #12GRD)

(1) 1-1/2"C FOR HOLDING TANK FLOAT CABLES

(1) 1-1/2"C FOR PUMP STATION POWER (3-1/C #4, #10GRD)

(1) 1-1/2"C FOR OFFICE WARNING LIGHT (2-1/C #12, #12GRD)

C

M

IL

L E

R

R

G A

D O

M S

K

E-1020

J

O H

N E

N

IT

E S P

D

N G

U Y

E N

E L E

C T

R

IC

A L S

IT

E P

L A

N

N

FLOW

ELECTRICAL SITE PLAN

1"=30'-0"

A N

D E

N L

A R

G E

D D

E T

A

IL

30' 60'0

SCALE: 1"=30'

0 5' 10'

SCALE: 1"=5'

DETAIL

1"=5'-0"

C-5009

G G

G

G

G

G

AS INDICATED.

PANEL WITH #6 COPPER WIRE AND GROUND CONNECTORS

ATTACHED TO FENCE POSTS, GATES AND PUMP CONTROL

6. PROVIDE GROUND RODS, 3/4" X 10FT(L), COPPER CLAD STEEL

PG1730HHOO AS BASIS OF DESIGN AND NOT TO LIMIT OTHERS.

WITH GASKET, BOX NO. PG1730BG30 AND COVER NO.

PRECAST POLYMER CONCRETE, PG STYLE, OPEN BOTTOM

ELECTRICAL PULL BOX, 17"X30"X30"(D), CATALOG QUAZITE5.

AS BASIS OF DESIGN AND NOT TO LIMIT OTHERS.

BEACON PERMANENT LED LIGHTS, IP65, TUBE MOUNT, 115V

(AMBER / YELLOW), CATALOG WERMA INDUSTRIAL SIGNAL

BEACONS FOR SEWAGE PUMPS (RED) AND HOLDING TANK

NEW PUMP STATION CONTROL PANEL WITH TWO WARNING4.

SHALL BE AT THE CONTRACTOR'S EXPENSES.

UTILITY REPAIR IF NECESSARY CAUSED BY EXCAVATION

THIS AREA PRIOR TO EXCAVATING. THE COSTS OF

INVESTIGATION OF UNDERGROUND UTILITY LINES IN

THE CONTRACTOR SHALL BE RESPONSIBLE FOR3.

DETERMINED BY THE CONTRACTING OFFICER.

PUMP STATION CONTROL…