W912QR22B0014_Plans-0000.pdf

PDF 13 MB Posted May 10, 2022

Attached to: DSCC Water Distribution System Improvement
Solicitation number: W912QR22B0014
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

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Written by GovTribe AI · Dec 28, 2023

This federal contract opportunity notice is for construction improvements to the domestic water service at the Defense Supply Center Columbus Installation in Ohio. The U.S. Army Corps of Engineers Louisville District plans to issue an Invitation for Bid for approximately 5,000 linear feet or more of upgrades to the installation's water distribution system to decrease stagnancy. The proposed work includes replacing and installing new water mains and service lines, fire hydrants, yard hydrants, gate valves, and a backflow preventer vault. The contract will be a firm-fixed-price with a duration of 365 calendar days. Bids will be evaluated using sealed low-bid procedures and award will be made to the responsive and responsible bidder offering the lowest price. The project magnitude is estimated between $1 million to $5 million.

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Other files

File	Type	Posted
Bid Abstract.pdf	PDF	Jun 21, 2022
W912QR22B0014-0001.pdf	PDF	Jun 3, 2022
W912QR22B0014_Specs-0000.pdf	PDF	May 10, 2022

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"A" STREET

"B" STREET

"C" STREET

RV STORAGE AREA

DRMO STORAGE

"A" STREET

"B" STREET

ROOSEVELT LANE

5T H

MARYLAND AVE.

1S T.

"D" STREET

"E" STREET

PATTON LANE

"G" STREET

"H" STREET

"I" STREET

"J" STREET

GOLF COURSE

GOLF DRIVING

RANGE

WASHINGTON LANE

CONRAIL & CSX TRANSPORTATION INC.

SERVICE ROAD

PERSHING AVE.

7T H

8T H

N B

G R

NORTH YEARLING RD.

MAIN GATE

ROOSEVELT LANE

GATE

G R

"A" STREET

E. BROARD STREET

PEDESTRIAN GATE

"C" STREET

ROOSEVELT LANE

N B

8T H

ACCESS ROAD

N B

8T H

ACCESS ROAD

N B

8T H

ACCESS ROAD

C W

DEFENSE SUPPLY CENTER COLUMBUS

COLUMBUS, FRANKLIN COUNTY,OHIO

W912QR-16-D-0026-0006

P2 #: 475423

WATER DISTRIBUTION

SYSTEM IMPROVEMENTS

1" = 500'1 SITE OVERVIEW

N.T.S.2 VICINITY MAP

INDEX OF SHEETS

SHEET NO.

COVER SHEET

TITLE

G-001

GENERAL NOTES, LEGEND, SYMBOLS, ABBREVIATIONSG-002

PROJECT

SITE

DRAWING INDEXG-003

WATER LINE PLAN & PROFILEC-202 to C-213

N N

D W

N B

2 3

4 5

N U

D B

E D

C O

N O

SHEET

IDENTIFICATION

US Army Corps of Engineers Louisville District

U .S

. A R

M Y

C O

O F

R S

E, K

E D

C O

S, F R

O U

, O H

R C

H O

W N

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K D

N D

Le ba no n R oa d

C in ci nn at i, O hi o

O ffi ce

-8

C .K

N G

O O

O N

CERTIFIED FINAL

G-001

18th BLVD. & ROOSEVELT LN. VALVE VAULT DETAILSC-501

18th BLVD. & N. YEARLING RD. VALVE VAULT DETAILSC-503

DETAILSC-509 to C-511

C O

S H

REFERENCE POINTSG-004

GENERAL NOTES:

1. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO FIELD VERIFY THE EXACT EXTENT OF WORK, WORKING CONDITIONS

AND CONSTRAINTS, PRIOR TO BIDDING.

2. DIMENSIONS SHOWN ON THE DRAWING SHALL BE VERIFIED IN THE FIELD. THE CONTRACTING OFFICER MUST BE NOTIFIED OF

ANY DISCREPANCIES PRIOR TO BIDDING AND PROCEEDING WITH THE WORK.

3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE CONTRACTING OFFICER, THE SCHEDULE OF WORK.

4. ANY DAMAGE DONE TO GOVERNMENT PROPERTY DURING WORK/CONSTRUCTION SHALL BE REPAIRED IN KIND AND

APPROVED/ACCEPTED BY THE GOVERNMENT.

5. ALL ADDITIONAL WORK PERFORMED BEYOND THE REQUIRED BASE CONTRACT, PRIOR TO THE APPROVAL OF THE CONTRACTING

OFFICER, WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE TEMPORARY STRUCTURES AND OTHER PROTECTIVE DEVICES

NECESSARY FOR THE EXECUTION OF THE WORK.

7. ALL DEMOLITION AND DEBRIS SHALL BE HAULED AWAY FROM THE SITE DAILY. CONTRACTOR SHALL RECYCLE ALL DEMOLITION DEBRIS WHEN FEASIBLE. WEIGHTS FOR RECYCLED, REUSED, AND LANDFILLED MATIERIALS MUST BE SUBMITTED (FAR 52.223-4).

8. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE SECTIONS OF UFC 3-600-01 (2006) AND NFPA 241 (2009), CHAPTER 7

SAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION OPERATIONS.

9. ENSURE NFPA 502 SECTION 6.5 STANDARDS ARE FOLLOWED AT ALL TIMES IF APPLICABLE;

6.5.1 TRAFFIC CONTROL PROCEDURES SHALL BE ESTABLISHED SO THAT VEHICLES EITHER STOP OR PROCEED WITH CAUTION.

6.5.2 TRAFFIC SHALL NOT BE PERMITTED TO BLOCK OR OTHERWISE INTERFERE WITH RESPONSE OF EMERGENCY AND FIRE

EQUIPMENT. TRAFFIC INCIDENT MANAGEMENT SHALL BE IN CONFORMANCE WITH CHAPTER 61 OF THE MANUAL ON

UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), LATEST EDITION.

10. ACCESS TO ALL FIRE HYDRANTS SHALL BE READILY ACCESSIBLE AND SHALL BE FREE OF ANY OBSTRUCTIONS SUCH AS DEBRIS, EQUIPMENT, VEHICLES OR ANY OTHER TYPE OF OBSTRUCTION THAT WOULD HINDER FIREFIGHTING OPERATIONS.

11. AT NO TIME SHALL A STREET BE COMPLETIEL Y BLOCKED PREVENTING EMERGENCY VEHICLE ACCESS TO A BUILDING UNLESS THERE IS ALTERNATE MEANS OF ACCESS. THE DSCC EMERGENCY DISPATCH SHALL BE CALLED IF A STREET IS TO BE PARTIALLY

OR COMPLETELY BLOCKED. THE EMERGENCY DISPATCH PHONE NUMBER IS 614-692-1260.

12. ALL EXISTING UTILITIES SHOWN ON THE DRAWINGS ARE BASED ON AVAILABLE INFORMATION AND MUST BE TREATED AS APPROXIMATE ONLY. THE CONTRACTOR MUST TAKE PRECAUTIOUS MEASURES PRIOR TO AND DURING WORK/CONSTRUCTION SO AS NOT TO DAMAGE OR INTERRUPT THE SERVICES. THE GOVERNMENT WILL NOT BE HELD ACCOUNTABLE FOR ANY

LIABILITY OR MISHAP THAT MAY BE INCURRED, DURING THE CONTRACT PERIOD.

13. A SITE INSPECTION AND PERMIT SHALL BE ISSUED BY THE FIRE PREVENTION OFFICE AT 614-692-2921 PRIOR TO ANY WELDING, CUTTING, OR HOT WORK BEING CONDUCTED.

14. THE CONTRACTOR SHALL ENSURE THAT ALL PENETRATIONS ARE PROPERLY PROTECTED AS PER IAW UFC 3-600-01 (CURRENT

EDITION).

15. EMS MATERIALS MUST BE READ AND SIGNED FOR (FAR 52.223-19).

2Q R

Pl an s-

10 May 2022

W912QR22B0014

ARIMS: 200A Disposition: Maintain for 15 yrs after construction

SAFETY REQUIREMENTS

THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE APPLICABLE FEDERAL, STATE AND LOCAL SAFETY

WORK REQUIREMENTS.

EXISTING UTILITIES

EXISTING UTILITIES: THE INFORMATION SHOWN CONCERNING EXISTING UTILITIES IS APPROXIMATE ONLY AND IS ONLY AS ACCURATE AS THE INFORMATION PROVIDED BY THE OWNERS OF THE UTILITY COMPANY OR FIELD OBSERVATIONS. IT IS NOT REPRESENTED, WARRANTED, OR GUARANTEED TO BE COMPLETE OR ACCURATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PHYSICALLY LOCATE AND VERIFY, IN THE FIELD, THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO THE BEGINNING OF HIS CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL SUPPORT, PROTECT, AND RESTORE ALL EXISTING UTILITIES AND THEIR ASSOCIATED ITEMS.

THE CONTRACTOR IS RESPONSIBLE FOR THE INVESTIGATION, LOCATION, SUPPORT, PROTECTION, AND RESTORATION OF ALL EXISTING UTILITIES AND APPURTENANCES WHETHER SHOWN ON THESE PLANS OR NOT. THE CONTRACTOR SHALL EXPOSE ALL UTILITIES OR STRUCTURES PRIOR TO CONSTRUCTION TO VERIFY THE VERTICAL AND HORIZONTAL EFFECT ON PROPOSED CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALL FEDERAL, STATE, AND LOCAL SAFETY REQUIREMENTS TOGETHER WITH EXERCISING PRE-CAUTIONS AT ALL TIMES FOR THE PROTECTION OF PERSONS INCLUDING EMPLOYEES AND PROPERTY. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INITIATE, MAINTAIN AND SUPERVISE ALL SAFETY REQUIREMENTS, PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK.

LOCATIONS OF EXISTING UTILITIES OTHER THAN WATER SHOWN ON THE PLANS NEAR THE PROPOSED WATER DISTRIBUTION SYSTEM IMPROVEMENTS ARE BASED ON A FIELD SURVEY BY BARGE DESIGN SOLUTIONS, MARCH 2019. UTILITIES OUTSIDE OF SURVEYED AREAS ARE PROVIDED FOR REFERENCE. THESE ARE BASED OFF THE DSCC UTILITY MASTER PLAN-EXISTING CONDITIONS MAPS LATEST REVISION DATED 24 MARCH, 2015 AND SHOULD BE CONSIDERED APPROXIMATE.

LOCATIONS OF EXISTING WATER LINES AND APPURTENANCES ARE FROM THE 2018 WATER SYSTEM RECORD DRAWINGS. PIPE DIAMETER AND MATERIAL TYPES FOR EXISTING UNDERGROUND WATER PIPING WERE NOT DETERMINED FROM FIELD SURVEY.

THE PIPE DIAMETER AND MATERIAL, IF INDICATED, ARE BASED OFF THE DSCC UTILITY MASTER PLAN-EXISTING CONDITIONS

MAPS LATEST REVISION DATED 24 MARCH, 2015

THE CONTRACTOR SHALL PREPARE A DSCC EXCAVATION PERMIT AND SUBMIT TO DSCC FOR APPROVAL 30 DAYS PRIOR TO

COMMENCING EXCAVATION. NOTICE SHALL BE GIVEN TO THE GPRX.

SURVEY CONTROL

HORIZONTAL DATA COMPILED IN U.S. SURVEY FEET AND REFERENCED TO OHIO STATE PLANE HORIZONTAL COORDINATE SYSTEM (GRID PLANE), SOUTH ZONE (3402), NORTH AMERICAN DATUM OF 1983 (NAD 83). ALL ELEVATIONS ARE IN FEET AND

REFERENCED TO NORTH AMERICAN VERTICAL DATUM (NAVD 88).

BENCHMARKS HAVE BEEN SET AND REFERENCED ON THE DRAWINGS. CONTRACTOR SHALL VERIFY ELEVATION OF EACH WITH PERMANENT BENCHMARKS PRIOR TO COMMENCING THE WORK. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE AND RESOLVED BEFORE PROCEEDING WITH THE WORK. BENCHMARKS SHALL BE

MAINTAINED AS REQUIRED TO COMPLETE THE WORK AT THE CONTRACTOR'S COST.

IRON PINS AND MONUMENTS

THE CONTRACTOR SHALL REFERENCE ALL IRON PINS, AND MONUMENTS FOUND BEFORE EXCAVATING AT OR NEAR THEM.

COPIES OF REFERENCE DOCUMENTATION SHALL BE SUBMITTED TO OWNER'S REPRESENTATIVE. IF ANY PINS OR MONUMENTS ARE DESTROYED OR DAMAGED, THEY SHALL BE ACCURATELY REPLACED BY A REGISTERED SURVEYOR AT THE COMPLETION

OF THE PROJECT AT CONTRACTOR'S COST.

DITCHES, STRUCTURES

ALL DRAINAGE DITCHES AND STRUCTURES SHALL BE RESTORED TO EXISTING CONDITION AND GRADE UNLESS SHOWN OTHERWISE. THE CONTRACTOR SHALL REPLACE, AT ITS COST, TO THE SATISFACTION OF THE ENGINEER, ALL EXISTING MANHOLES, CATCH BASINS, DRAINS, SEWERS AND APPURTENANCES REMOVED OR DAMAGED DURING CONSTRUCTION. THIS INCLUDES ANY RESIDENTIAL DRAIN TILE DAMAGED, DISTURBED, OR REMOVED, WHICH SHALL BE REPAIRED OR REPLACED TO AN EQUAL OR BETTER CONDITION. THE ABOVE IS NOT APPLICABLE TO STRUCTURES TO BE ABANDONED.

BACKFILL

ALL TRENCHES SHALL BE BACKFILLED OR SECURED FROM PUBLIC ACCESS DURING NON-WORKING HOURS. ROADWAYS, DRIVEWAY APPROACHES AND PEDESTRIAN WALKWAYS SHALL BE MADE ACCESSIBLE DURING NON-WORKING HOURS.

USE OF FIRE HYDRANTS

THE CONTRACTOR SHALL MAKE THE PROPER ARRANGEMENTS WITH THE DEFENSE SUPPLY CENTER PERSONNEL FOR THE USE OF FIRE HYDRANTS WHEN USED FOR WORK PERFORMED UNDER THIS CONTRACT. CONTRACTOR IS RESPONSIBLE FOR

COST.

USE OF PUBLIC AND PRIVATE UTILITIES

THE CONTRACTOR SHALL MAKE THE PROPER ARRANGEMENTS WITH THE RESPECTIVE UTILITIES FOR THE USE OF THEIR

FACILITIES WHEN USED FOR WORK PERFORMED UNDER THIS CONTRACT.

NON-RUBBERED TIRED VEHICLES

THE USE OF NON-RUBBER TIRED VEHICLES SHALL BE LIMITED TO ROADS OF CONSTRUCTION ONLY. GRANTING OF EXCEPTIONS MUST BE IN WRITING AND ANY RESULTING DAMAGE MUST BE REPAIRED TO THE SATISFACTION OF THE

JURISDICTIONAL AUTHORITY, AT THE CONTRACTOR'S EXPENSE.

DAILY CLEANUP

AT THE END OF EACH WORK DAY, THE CONTRACTOR SHALL REMOVE ALL DEBRIS AND CONSTRUCTION MATERIALS FROM THE ADJACENT ROADS, TRAILS OR ALLEYS. AFFECTED STREETS SHALL BE CLEARED WITH A SELF CONTAINED STREET CLEANER.

REPLACEMENT OF DRAIN TILE

ALL DRAIN TILE, STORM SEWERS, AND PROCESS PIPES DAMAGED, DISTURBED OR REMOVED AS A RESULT OF THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED WITH THE SAME QUALITY OF PIPE OR BETTER, MAINTAINING THE SAME GRADIENT AS EXISTING. REPLACED DRAIN TILE SHALL BE LAID ON COMPACTED BEDDING EQUAL IN DENSITY TO

SURROUNDING STRATUM.

FINAL CLEANUP

THE CONTRACTOR SHALL CLEAN UP ALL DEBRIS AND MATERIALS RESULTING FROM THE WORK AND RESTORE ALL SURFACES, STRUCTURES, DITCHES AND PROPERTY NOT INTENDED FOR WORK IN THIS CONTRACT TO ITS ORIGINAL CONDITION, AND TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE AND/OR THE OWNER. THE COST OF THIS WORK SHALL BE AT THE

CONTRACTORS EXPENSE.

SURPLUS EXCAVATION

ALL EXCESS EXCAVATED MATERIAL AND DEBRIS TO BE DISPOSED OF OFF-SITE MUST BE DISPOSED OF IN AN ENVIRONMENTALLY SOUND FASHION AND IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS.

CURBS AND SIDEWALKS

ALL CURBS OR SIDEWALKS DAMAGED OR REMOVED AS A RESULT OF THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED USING THE SAME TYPE OF MATERIAL AND OF THE SAME DIMENSIONS AS THAT REMOVED OR AS APPROVED BY THE OWNER.

CLEARING AND GRUBBING

TREES AND SHRUBS WITHIN CONSTRUCTION EASEMENTS NOT DESIGNATED TO BE SAVED ON THE DRAWINGS MAY BE REMOVED AND SHALL BE DISPOSED OF BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

SIGNS, MAILBOXES, FENCES, GUARDRAILS, ETC.

ALL FENCES, GUARDRAILS, ROADSIDE DITCHES OR OTHER PHYSICAL FEATURES DISTURBED OR DAMAGED DURING WORK UNDER THIS CONTRACT SHALL BE RESTORED TO THEIR ORIGINAL CONDITION BY THE CONTRACTOR, UNLESS OTHERWISE

PROVIDED IN THE CONTRACT.

LAYDOWN, STAGING AND STOCKPILE

THE OWNER HAS PROVIDED A LAYDOWN AND STORAGE AREA AS INDICATED ON SHEET G-003. THE CONTRACTOR MAY

COORDINATE WITH THE OWNER IF ADDITIONAL STAGING AREAS ARE REQUIRED.

AIR/NOISE CONTROL

CONSTRUCTION EQUIPMENT SHALL BE PROVIDED WITH INTAKE SILENCERS AND MUFFLERS, AS REQUIRED BY SAFETY STANDARDS AND PROJECT MANUALS. ALL CONSTRUCTION VEHICLES SHOULD BE EQUIPPED WITH PROPER EMISSION CONTROL EQUIPMENT. PERIODICALLY CHECK EQUIPMENT AND MACHINERY FOR PROPER TUNING TO MINIMIZE EXHAUST

EMISSIONS AND NOISE.

PERMITS

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL PERMITS.

SEDIMENTATION AND SOIL EROSION CONTROL

THE CONTRACTOR SHALL MAINTAIN PROPER DRAINAGE OF THE FLOWS UPSTREAM OF THE CONSTRUCTION SITES. ALL TRENCHES ARE TO BE BACKFILLED IMMEDIATELY AFTER INSTALLATION. FOLLOWING THE BACKFILLING OF THE TRENCH, THE GROUND SURFACE WILL BE ROUGH GRADED TO THE EXISTING CONTOURS TO ALLOW FOR PROPER DRAINAGE.

SLOPES WITH A GRADE STEEPER THAN 2 TO 1 (TWO FEET OF HORIZONTAL FOR EACH FOOT OF VERTICAL RISE) REQUIRE SPECIAL TREATMENT SUCH AS WATER DIVERSION BERMS, SODDING, OR THE USE OF JUTE OR EXCELSIOR BLANKETS.

PROPERLY INSTALLED SILT BARRIERS (i.e., SILT FENCE OR STRAW BALES) SHALL BE USED FOR EROSION/SEDIMENT CONTROL AS REQUIRED TO PREVENT SILT FROM LEAVING THE CONSTRUCTION SITE, AND BE PROPERLY MAINTAINED UNTIL PERMANENT

VEGETATIVE COVER HAS BEEN SUCCESSFULLY ESTABLISHED.

SILT FROM CONSTRUCTION OPERATIONS SHALL NOT BE PERMITTED TO ENTER STORM SEWER SYSTEMS. WHEN CONSTRUCTION OCCURS NEAR OR AFFECTS STORM SEWERS INLETS, EROSION CONTROL MEASURES SUCH AS INLET FILTERS AND STRAW BALES WILL BE USED AND MAINTAINED TO PREVENT SILT FROM ENTERING THE STORM SEWERS. SUCH EROSION

CONTROL MEASURES SHALL NOT IMPEDE THE NORMAL FLOW OF TRAFFIC.

REMOVE ONLY THOSE TREES, SHRUBS, AND GRASSES THAT MUST BE REMOVED FOR CONSTRUCTION; PROTECT THE REST TO

PRESERVE THEIR AESTHETIC AND EROSION CONTROL VALUES.

ALL DEWATERING FLOWS ARE TO BE SETTLED IN SILTATION BASINS OR DIRECTED THROUGH FILTERS BEFORE DISCHARGE TO STABILIZED SITES, SUCH AS STREAMS OR STORM SEWERS; NOT ONTO EXPOSED SOILS, STREAM BANKS, OR ANY OTHER SITES

WHERE THE FLOW COULD CAUSE EROSION.

STREAM CROSSINGS: DISTURBED STREAM BANKS WILL BE STABILIZED AND THE ENTIRE CONSTRUCTION SITE AT THE STREAM CROSSING WILL BE IMMEDIATELY RESTORED UPON COMPLETION OF THE WORK THERE. NATURAL STREAM COURSES WILL

NOT BE ALTERED.

NO CHEMICALS, FUELS, LUBRICANTS, BITUMINOUS MATERIAL, RAW SEWAGE, TREES, BRUSH, OR DEBRIS FROM DEMOLITION OR EXCAVATION ACTIVITIES WILL BE DISCHARGED OR DISPOSED OF ONTO OR ALONGSIDE ANY STREAM, WATERCOURSE, FLOODPLAIN, OR WETLAND UNDER ANY CIRCUMSTANCES.

SURFACE DRAINAGE: CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SURFACE DRAINAGE. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING ITEMS:

· PROVISION, INSTALLATION, MAINTENANCE, AND REMOVAL OF TEMPORARY CULVERTS AT ACCESS DRIVE AND BARRIER

LOCATIONS.

· MAINTAIN OR IMPROVE EXISTING ROADSIDE DITCHES TO CARRY STORMWATER FLOWS THROUGHOUT THE DURATION OF

THE PROJECT.

PROHIBITED CONSTRUCTION ACTIVITIES

DISPOSAL OF EXCAVATED MATERIAL IN WETLANDS OR FLOODPLAINS REGARDLESS OF PERMISSION GRANTED BY PROPERTY OWNER; INDISCRIMINATE PONDS ARBITRARY, OR CAPRICIOUS OPERATION OF EQUIPMENT, PUMPING OF SEDIMENT-LADEN WATER FROM TRENCHES OR OTHER EXCAVATIONS INTO ANY SURFACE WATERS, ANY STREAM CORRIDORS, ANY WETLANDS, OR STORM SEWERS. DISCHARGING POLLUTANTS SUCH AS CHEMICALS, FUELS, LUBRICANTS, BITUMINOUS MATERIALS, RAW SEWAGE AND OTHER HARMFUL WASTES INTO OR ALONGSIDE OF RIVERS, STREAMS, IMPOUNDMENTS, OR INTO NATURAL OR MAN-MADE CHANNELS LEADING THERETO. PERMANENT OR UNSPECIFIED ALTERATION OF THE FLOW LINE OF A STREAM.

DAMAGING VEGETATION OUTSIDE OF THE CONSTRUCTION AREA. DISPOSAL OF TREES, BRUSH, AND OTHER DEBRIS IN ANY

STREAM CORRIDOR. OPEN BURNING OF PROJECT DEBRIS.

BLASTING NOT PERMITTED.

ARCHAEOLOGICAL/HISTORICAL RESOURCES

WHEN THE CONTRACTOR'S EXCAVATING OPERATIONS ENCOUNTER REMAINS OR PREHISTORIC PEOPLE'S DWELLING SITES OR ARTIFACTS OF HISTORICAL OR ARCHAEOLOGICAL SIGNIFICANCE, THE OPERATIONS SHALL BE TEMPORARILY DISCONTINUED IN

THIS AREA AND THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE.

THE CONTRACTOR SHALL NOT DISTURB ANY HISTORICAL OR CULTURAL BUILDING, FOUNDATION, STRUCTURE, OR MATERIALS

EXISTING ABOVE OR BELOW GROUND SURFACE.

ENCOUNTERING HAZARDOUS OR TOXIC MATERIALS

IF THE CONTRACTOR ENCOUNTERS ANY ABNORMAL MATERIAL SUCH AS, BUT NOT LIMITED TO, DRUMS, TANKS, OR STAINED EARTH OR ANY UNUSUAL ODOR DURING CONSTRUCTION OPERATIONS, THE WORK IN THIS AREA SHALL BE TEMPORARILY DISCONTINUED, EQUIPMENT LEFT IN PLACE, THE AREA CORDONED OFF AND THE OWNER'S REPRESENTATIVE NOTIFIED. IF THE AREA IS CONSIDERED TO CONTAIN HAZARDOUS OR TOXIC MATERIAL IT MUST BE HANDLED CORRECTLY IN ACCORDANCE WITH

ALL LOCAL, STATE, AND FEDERAL LAWS.

POLE TIE-BACKS

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COST AND COORDINATION ASSOCIATED WITH ALL UTILITY COMPANIES

REQUIRING UTILITY POLE TIE-BACKS.

TESTING

ALL TESTS REQUIRED BY THE CONTRACT SHALL BE PERFORMED BY A CERTIFIED LABORATORY.

ROAD CLOSINGS

SELECT ROADS MAY BE CLOSED ONLY DURING ACTUAL WORK HOURS AND ONLY IF LOCAL ACCESS IS PROVIDED AT ALL TIMES, CLOSURES ARE APPROVED BY THE OWNER OR HIS REPRESENTATIVE AND LOCAL OFFICIALS PRIOR TO WORK, AND ADEQUATE SIGNAGE IS PROVIDED. ALL LOCAL SCHOOLS, FIRE, AND EMERGENCY SERVICES SHALL BE NOTIFIED AT LEAST 48

HOURS PRIOR TO THE ROAD CLOSINGS.

DISTURBED AREA

DISTURBED LAND EXPOSED LONGER THAN 15 DAYS SHALL BE TEMPORARILY STABILIZED BY SEEDING AND MULCHING ALONE.

WATERLINE NOTES

ALL WATER AND PIPE FITTINGS, METHODS OF CONSTRUCTION AND WORKMANSHIP FOR WATER LINES AND APPURTENANCES SHOWN ON THESE PLANS SHALL CONFORM TO UFC GUIDELINES CURRENT ON THE DATE OF CONTRACT UNLESS THE REQUIREMENTS OF SUCH RULES AND REGULATIONS ARE UPGRADED BY THE FOLLOWING NOTES OR BY THE CONSTRUCTION

DETAILS SET FORTH HEREIN.

WATER MAINS SHALL BE DUCTILE IRON PIPE UNLESS OTHERWISE IDENTIFIED ON THE PLANS FOR CONSTRUCTION.

ALL PIPING TWO (2) INCHES OR LESS IN DIAMETER BETWEEN THE WATER MAIN AND THE CONTROL VALVE OR METER PIT SHALL BE TYPE K, SOFT TEMPERED COPPER TUBING CONFORMING IN ALL RESPECTS TO ASTM B88. FITTINGS SHALL BE HIGH

QUALITY COPPER OR BRASS WITH AWWA APPROVED COMPRESSION TYPE JOINTS.

WATER MAINS SHALL BE INSTALLED WITH A MINIMUM OF 4.0 FEET OF COVER MEASURED FROM THE FINISHED GRADE TO THE TOP OF THE WATER MAIN. IN THE EVENT BEDROCK IS ENCOUNTERED, THIS PROVISION CAN BE ALTERED TO ALLOW FOR A

MINIMUM COVER OF 3' FROM THE TOP OF THE WATER MAIN TO FINISHED GRADE.

IF THERE ARE ANY CONFLICTS IN GRADE BETWEEN WATER LINES AND GRAVITY SEWERS, THE WATER LINES SHALL BE LOWERED DURING CONSTRUCTION, UNLESS OTHERWISE SHOWN AND ENCASED ON THE PLANS. IF NOT ENCASED, THE CONTRACTOR SHALL PROVIDE 18" MINIMUM CLEARANCE USING MECHANICAL JOINT FITTINGS WITH RESTRAINTS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE HORIZONTAL AND VERTICAL DEFLECTIONS OR BENDS OF THE WATER LINES IN ACCORDANCE WITH THE MANUFACTURES SPECIFICATIONS. DEFLECT WATER LINES TO PROVIDE A MINIMUM OF 1'-6"

VERTICAL AND 10'-0" HORIZONTAL CLEARANCE FROM STORM AND SANITARY SEWERS.

FOR PARALLEL INSTALLATION, A MINIMUM HORIZONTAL SEPARATION OF 10 FEET BETWEEN GRAVITY SANITARY SEWERS AND ANY EXISTING OR PROPOSED POTABLE WATER MAINS SHALL BE MAINTAINED. THE DISTANCE SHALL BE MEASURED EDGE TO

EDGE.

ALL FITTINGS SHALL BE ADEQUATELY RESTRAINED WITH CONCRETE BLOCKING PER SPECIFICATIONS.

ALL WATER LINES SHALL BE TESTED (AWWA C605) AND STERILIZED (AWWA C651) BY THE CONTRACTOR IN ACCORDANCE WITH THE OWNER, AND AWWA SPECIFICATIONS. TESTING SHALL BE DONE UNDER THE SUPERVISION OF THE OWNER OR THEIR AUTHORIZED REPRESENTATIVE AT THE CONTRACTOR'S EXPENSE. TWO CONSECUTIVE BACTERIOLOGICAL SAMPLES ARE TO BE COLLECTED 24 HOURS APART AND WITH NEGATIVE RESULTS BEFORE PLACING THE LINE IN OPERATION.

VALVES: VALVES SHALL BE WRAPPED IN PLASTIC PER THE SPECIFICATIONS.

MATERIALS TO BE UTILIZED: ALL MATERIALS TO BE UTILIZED IN THE CONSTRUCTION OF THIS PROJECT THAT WILL COME IN CONTACT WITH POTABLE WATER SHALL BE AWWA AND/OR NSF APPROVED, A BRIEF SUMMARY OF THE PRIMARY MATERIALS

TO BE UTILIZED IS AS FOLLOWS:

WATER LINE: DIP - ANSI/AWWA C150/A21.50 & ANSI/AWWA C151/A21.51

FITTINGS: AWWA C153

VALVES: GATE VALVES - AWWA C515

HYDROSTATIC TESTING: ALL WATER LINES SHALL BE HYDROSTATICALLY TESTED IN ACCORDANCE WITH THE APPLICABLE SECTIONS AWWA C605 OR AWWA C600 FOR PVC AND DUCTILE IRON MAINS RESPECTIVELY. REFER TO THE SPECIFICATIONS

FOR REQUIRED TEST PRESSURE AND OTHER TESTING REQUIREMENTS.

FOR TWO PIPE JOINTS ON BOTH SIDES OF A FITTING, THE CONTRACTOR SHALL INSTALL RESTRAINED JOINT TYPE GASKET.

G-002

Wx Wx

SSx SSx

Gx Gx

EXISTING SANITARY SEWER

EXISTING STORM DRAIN

EXISTING WATER LINE

EXISTING GAS LINE

EXISTING FENCE

EXISTING WATER MANHOLE

SDx SDx

EXISTING FIRE HYDRANT

EXISTING STORM MANHOLE

EXISTING SANITARY MANHOLE

W W

200+00

PROPOSED BASELINE

PROPOSED WATER LINE

EXISTING COMMUNICATION LINE

EXISTING ELECTRIC LINE

N O

EXISTING SITE VEGETATION

EXISTING CATCH BASIN

EXISTING WATER VALVE

EXISTING GUY WIRE

EXISTING ROAD SIGN

LEGEND

EXISTING POWER /

OVERHEAD UTILITY POLE

PROPOSED VALVE

BUILDING

EXISTING COMM. MANHOLE

N N

D W

N B

2 3

4 5

N U

D B

E D

C O

N O

SHEET

IDENTIFICATION

US Army Corps of Engineers Louisville District

U .S

. A R

M Y

C O

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R S

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C O

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K D

N D

Le ba no n R oa d

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CERTIFIED FINAL

2Q R

Pl an s-

W x

Wx Wx

W x

Wx Wx

W x

Wx WxWx

Wx Wx

W x

Wx Wx

W x

Wx Wx

W x

Wx W x W x W x W x W x

W x

Wx Wx

W x

Wx Wx

W x Wx

W x

W x Wx Wx

Wx WxWx Wx Wx Wx Wx Wx Wx Wx Wx Wx

Wx Wx

W x

W x Wx Wx

W x

Wx Wx Wx Wx

Wx Wx Wx Wx Wx

Wx Wx Wx

Wx Wx

W x

W xW x

Wx Wx Wx Wx

W x Wx Wx

Wx Wx

W x

Wx Wx

W x

Wx Wx

W x W x

W x

WxWx

W x

"A" STREET

"B" STREET

"C" STREET

RV STORAGE AREA

DRMO STORAGE

"A" STREET

"B" STREET

ROOSEVELT LANE

5T H

MARYLAND AVE.

"D" STREET

"E" STREET

PATTON LANE

"G" STREET

"H" STREET

"I" STREET

"J" STREET

YLE AVE.

GOLF COURSE

GOLF DRIVING

RANGE

YLE AVE.WASHINGTON LANE

CONRAIL & CSX TRANSPORTATION INC.

SERVICE ROAD

PERSHING AVE.

7TH

BLVD

8TH

BLVD

10TH

BLVD

11TH

BLVD

10TH

BLVD

11TH

BLVD

N B

13TH

BLVD

14TH

BLVD

13TH

BLVD

14TH

BLVD

15TH

BLVD

16TH

BLVD

17TH

BLVD

18TH

BLVD

15TH

BLVD

16TH

BLVD

17TH

BLVD

18TH

BLVD

YEAR

LIN

G R

NORTH YEARLING RD.

MAIN GATE

ROOSEVELT LANE

GATE

G R

"A" STREET

E. BROAD STREET

PEDESTRIAN GATE

17TH

BLVD

18TH

BLVD

16TH

BLVD

16TH

BLVD

"C" STREET

ROOSEVELT LANE

8T H

ACCESS ROAD

8T H

ACCESS ROAD

10TH

BLVD

11TH

BLVD

JAC

KSO

BLVD

8T H

ACCESS ROAD

C W

4T H

12" G

ATE VALVE

W W

C-202 C

-2 03C-206 C-207 C-208 C-209

C-210

C -211

C-212

C-503

C-213

C -2

-2

C-501

MON

BUILDING 27

BUILDING 30

BUILDING 330

JAMES ROAD

GUARD SHACK

BUILDING 507

CONTRACTOR

ENTRANCE

CONTRACTOR LAYDOWN

AND STORAGE AREA

CONTROL

POINT 1

CONTROL

POINT 2

CONTROL

POINT 3

CONTROL

POINT 4

CONTROL

POINT 5

CONTROL

POINT 6

CONTROL

POINT 7

CONTROL

POINT 8

CONTROL

POINT 9

CONTROL

POINT 10

CONTROL

POINT 11

N N

D W

N B

2 3

4 5

N U

D B

E D

C O

N O

SHEET

IDENTIFICATION

US Army Corps of Engineers Louisville District

U .S

. A R

M Y

C O

O F

R S

E, K

E D

C O

S, F R

O U

, O H

R C

H O

W N

G -0

-0

_C -2

_t o_ C

-2

.d w g M

C R

O N

Le ba no n R oa d

C in ci nn at i, O hi o

O ffi ce

-8

C . K

N G

O O

O N

CERTIFIED FINAL

SCALE:1"=300'

G-003

600'300'

D R

O F

2Q R

Pl an s-

WATER LINE "B" ALIGNMENT

LINE

L10

L11

L12

L13

L14

L15

START STATION

200+00.00

203+30.04

203+49.60

204+95.30

205+06.02

218+21.34

218+36.58

START POINT (N,E)

(1852702.77, 720789.33)

(1853032.01, 720766.31)

(1853050.56, 720772.52)

(1853195.91, 720762.35)

(1853205.50, 720757.57)

(1854517.61, 720665.82)

(1854531.25, 720659.02)

END POINT (N,E)

(1853032.01, 720766.31)

(1853050.56, 720772.52)

(1853195.91, 720762.35)

(1853205.50, 720757.57)

(1854517.61, 720665.82)

(1854531.25, 720659.02)

(1854634.42, 720651.80)

END STATION

203+30.04

203+49.60

204+95.30

205+06.02

218+21.34

218+36.58

219+40.00

WATER LINE "C" ALIGNMENT

LINE

L16

L17

L18

L19

L20

START STATION

300+00.00

300+25.68

300+84.94

301+62.93

302+14.60

START POINT (N,E)

(1855326.59, 722362.49)

(1855309.53, 722343.30)

(1855313.01, 722284.13)

(1855332.68, 722208.67)

(1855371.31, 722174.34)

END POINT (N,E)

(1855309.53, 722343.30)

(1855313.01, 722284.13)

(1855332.68, 722208.67)

(1855371.31, 722174.34)

(1855456.56, 722179.36)

END STATION

300+25.68

300+84.94

301+62.93

302+14.60

303+00.00

WATER LINE "D" ALIGNMENT

LINE

L21

L22

L23

L24

L25

START STATION

400+00.00

400+67.91

401+09.42

403+36.24

403+43.31

START POINT (N,E)

(1855871.99, 721666.03)

(1855877.48, 721598.34)

(1855836.11, 721594.98)

(1855854.45, 721368.91)

(1855859.84, 721364.33)

END POINT (N,E)

(1855877.48, 721598.34)

(1855836.11, 721594.98)

(1855854.45, 721368.91)

(1855859.84, 721364.33)

(1855872.51, 721208.15)

END STATION

400+67.91

401+09.42

403+36.24

403+43.31

405+00.00

WATER LINE "E" ALIGNMENT

LINE

L26

L27

L28

L29

L30

L31

L32

L33

START STATION

500+00.00

500+32.30

500+67.60

501+72.40

502+17.06

502+35.24

502+65.64

503+58.07

START POINT (N,E)

(1858763.85, 722898.68)

(1858731.67, 722895.94)

(1858734.52, 722860.75)

(1858838.98, 722869.23)

(1858842.59, 722824.71)

(1858848.35, 722807.47)

(1858863.82, 722781.86)

(1858898.28, 722696.10)

END POINT (N,E)

(1858731.67, 722895.94)

(1858734.52, 722860.75)

(1858838.98, 722869.23)

(1858842.59, 722824.71)

(1858848.35, 722807.47)

(1858855.31, 722800.81)

(1858898.28, 722696.10)

(1858908.14, 722574.57)

END STATION

500+32.30

500+67.60

501+72.40

502+17.06

502+35.24

502+44.87

503+58.07

504+80.00

WATER LINE "F" ALIGNMENT

LINE

L34

L35

L36

L37

START STATION

600+00.00

600+29.14

600+49.48

600+88.21

START POINT (N,E)

(1859933.40, 720973.39)

(1859904.36, 720971.04)

(1859906.00, 720950.77)

(1859944.60, 720953.90)

END POINT (N,E)

(1859904.36, 720971.04)

(1859906.00, 720950.77)

(1859944.60, 720953.90)

(1859947.18, 720922.21)

END STATION

600+29.14

600+49.48

600+88.21

601+20.00

WATER LINE "A" ALIGNMENT

LINE

START STATION

105+00.00

107+88.66

113+02.12

113+22.20

113+34.20

115+39.70

116+28.25

START POINT (N,E)

(1854376.15, 721252.34)

(1854664.12, 721232.34)

(1854628.31, 720720.14)

(1854634.68, 720701.09)

(1854633.84, 720689.12)

(1854611.96, 720486.33)

(1854700.29, 720480.15)

END POINT (N,E)

(1854664.12, 721232.34)

(1854628.31, 720720.14)

(1854634.68, 720701.09)

(1854633.84, 720689.12)

(1854625.00, 720672.85)

(1854700.29, 720480.15)

(1854661.80, 719929.74)

END STATION

107+88.66

113+02.12

113+22.20

113+34.20

113+52.72

116+28.25

121+80.00

SURVEY CONTROL POINTS

CONTROL POINT

NORTHING

719853.999

719793.419

719618.705

719961.660

722598.802

722369.825

722259.591

720828.631

719868.645

720793.674

721801.468

EASTING

1852839.312

1855430.193

1857420.612

1860026.942

1859819.449

1857170.934

1855311.071

1858428.309

1857939.672

1857879.355

1857764.861

ELEVATION

789.358

792.885

792.442

795.775

800.902

794.159

795.029

794.571

793.734

794.897

794.236

DESCRIPTION

GOVCON-1

GOVCON-2

GOVCON-3

GOVCON-4

GOVCON-5

GOVCON-6

GOVCON-7

GOVCON-8

MAGS

N N

D W

N B

2 3

4 5

N U

D B

E D

C O

N O

SHEET

IDENTIFICATION

US Army Corps of Engineers Louisville District

U .S

. A R

M Y

C O

O F

R S

E, K

E D

C O

S, F R

O U

, O H

R C

H O

W N

G -0

-0

_C -2

_t o_ C

-2

.d w g M

C R

O N

Le ba no n R oa d

C in ci nn at i, O hi o

O ffi ce

-8

C . K

N G

O O

O N

CERTIFIED FINAL

G-004

C E

2Q R

Pl an s-

105+00 105+20 105+40 105+60 105+80 106+00 106+20 106+40 106+60 106+80 107+00 107+20 107+40 107+60 107+80 108+00 108+20 108+40 108+60 108+80 109+00

4" x4

"x 4"

W / 4

" C

+7 2.

H O

R Z.

0°

E "A

Wx Wx Wx Wx Wx Wx W x W x W x W x W x W x W x W x W x W x W x W x W x W x

W x

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

WATER LINE "A"

N: 721247.29

E: 1854448.91

W W W W W W W W W

W W

105+00 106+00 107+00

CB CB

CB CB CB

SSx SSx

C U x C

U x

C U x C

U x

C U x C

U x

C U x C

U x

CUx CUx CUx CUx CUx CUx CUx CUx CUx CUx CUx CUx

SDx SDx SDx SDx SDx SDx SDx SDx SDx

SSx SSx

SS x

SDx

SDx SDx SDx SDx

SDx SDx SDx SDx SDx

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHE OHE OHE OHE

SDx

WATER LINE "A"

N: 721232.33 E: 1854664.12L1

N N

D W

N B

2 3

4 5

N U

D B

E D

C O

N O

SHEET

IDENTIFICATION

US Army Corps of Engineers Louisville District

U .S

. A R

M Y

C O

O F

R S

E, K

E D

C O

S, F R

O U

, O H

R C

H O

W N

G -0

-0

_C -2

_t o_ C

-2

.d w g M

C R

O N

Le ba no n R oa d

C in ci nn at i, O hi o

O ffi ce

-8

C . K

N G

O O

O N

CERTIFIED FINAL

40'0

C-202 20'

PROPOSED

4-INCH

WATER LINE

EXISTING GRADE

(APPROXIMATE)

SCALE: HORZ. 1"=20', VERT. 1"=10'1 PROFILE - WATER LINE 'A' (STA. 105+00 TO 109+00) 20'0 10'

SCALE HORZ:1"=20', VERT: 1"=10'

MATCHLINE STA. 109+00 (SEE SHEET C-203)

EX. WATER

(EL. ASSUMED)

FH 16

FH 17

A-338

T.O.V. EL. 788.30

T.O.V. EL.

788.57

A-133 T.O.V. EL. 788.11

A-134

T.O.V. EL. 788.04

A-135 T.O.V. EL. 788.07 27-2

T.O.V. EL. 792.85

WL INTO BLDG.

T.O.V. EL. 792.80

WL TURNS TO

PLASTIC

A-136 B

T.O.V. EL. 788.26

T.O.V. EL. 788.68

G R

R D

EX. STORM CATCH BASIN

RIM = 791.95

INV. = 787.55 (18" E&W)

INV. = 787.40 (10" S)

EX. STORM CATCH BASIN

RIM = 791.64

INV. = 787.74 (18" W)

INV. = 787.94 (15" E)

EX. STORM CATCH BASIN

RIM = 791.62

INV. = 787.97 (15" W)

INV. = 788.87 (12" E)

EX. STORM CATCH BASIN

RIM = 791.71

INV. = 789.11 (12" W)

EX. STORM CATCH BASIN

RIM = 791.49

INV. = 787.59 (12")

EX. SAN MH

RIM = 792.20

INV. = 779.25 (8")

D W

P R

GOLF COURSE

EX. 8" DI

. 8

" D I

. 1

0" D

4" GATE VALVE

EX. STORM MH

RIM = 792.10

INV. = 788.10 (12" S)

EX. SAN MH

RIM = 791.98

INV. = 778.78 (8")

EX. STORM CATCH BASIN

RIM = 792.07

INV. = 787.82 (12" W)

INV. = 787.67 (12" E)

EX. STORM CATCH BASIN

RIM = 792.32

INV. = 788.42 (12")

EX. STORM CATCH BASIN

RIM = 791.42

INV. = 786.47 (18" E)

INV. = 789.00 (4" S)

EX. 12" STORM

EX. STORM CATCH BASIN

(NOT SURVEYED)

EX. COMM.

(EL. ASSUMED)

CONTRACTOR TO LOCATE

AND CONNECT TO

EXISTING SERVICE LINE

2Q R

Pl an s-

109+00 109+20 109+40 109+60 109+80 110+00 110+20 110+40 110+60 110+80 111+00 111+20 111+40 111+60 111+80 112+00 112+20 112+40 112+60 112+80 113+00 113+20 113+40 113+60 113+80 114+00

4" x4

"x 4"

E 'B

H O

R Z.

5° B

+0 2.

H O

R Z.

5° B

+2 2.

H O

R Z.

5° B

+5 2.

H O

R Z.

5° B

+3 4.

W x

WxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWx

W x

40 WATER LINE "A"

WATER LINE "B"

N: 720652.56 E: 1854623.58

WATER LINE "A"

N: 720720.14

E: 1854628.31

WATER LINE "A"

N: 720701.09

E: 1854634.68

WATER LINE "A"

N: 720689.12 E: 1854633.84

WATER LINE "A"

N: 720672.85 E: 1854625.00

W W

W W W W W W W W W W W W W W W W

W W W 109+00 110+00 111+00 112+00 113+00 114+00

C B

CUx CUx CUx CUx CUx CUx CUx CUx CUx CUx CUx CUx CUx CUx CUx CUx CUx CUx CUx

SDx SDx SDx

SDx SDx SDx SDx SDx SDx SDxSDx SDx SDx SDx SDx

SDx

x x

C U x C

U x

C U x C

U x

C U x C

U x

C U x

C U x C

U x

C U x

SDx SDx SDx SDx SDx SDx

SDx

O H

E O

H E

O H

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

OHE

L2 L6

WATER LINE "B"

N: 720665.82 E: 1854517.61

WATER LINE "B"

N: 720659.02 E: 1854531.25

L4 L5

N N

D W

N B

2 3

4 5

N U

D B

E D

C O

N O

SHEET

IDENTIFICATION

US Army Corps of Engineers Louisville District

U .S

. A R

M Y

C O

O F

R S

E, K

E D

C O

S, F R

O U

, O H

R C

H O

W N

G -0

-0

_C -2

_t o_ C

-2

.d w g M

C R

O N

Le ba no n R oa d

C in ci nn at i, O hi o

O ffi ce

-8

C . K

N G

O O

O N

CERTIFIED FINAL

40'

C-203 20'

PROPOSED

4-INCH

WATER LINE

EXISTING GRADE

(APPROXIMATE)

SCALE: HORZ. 1"=20', VERT. 1"=10'1 PROFILE - WATER LINE 'A' (STA. 109+00 TO 114+00) 20'0 10'

SCALE HORZ:1"=20', VERT: 1"=10'

C H

T C

-2

C H

T C

-2

EX. 8" STM.

FH 26

T.O.V. EL. 787.87

A-131

T.O.V. EL. 788.73

A-132

T.O.V. EL. 788.97 4TH BLVD.

EX. STORM CATCH BASIN

RIM = 791.65

INV. = 786.38 (24" S)

D W

P R

GOLF COURSE

27 30

WATER LINE "B"

(SEE SHEET C-209)

"E " S

. 8

" D I

EX. 8" DI

"G " S

EX. 8" DI

4" GATE VALVE

4" GATE

VALVE

4" GATE VALVE

EX. STORM CATCH BASIN

RIM = 791.66

INV. = 787.11 (12" N&S)

EX. STORM CATCH BASIN

RIM = 791.10

INV. = 789.40 (12" S)

EX. STORM CATCH BASIN

RIM = 791.57

INV. = 786.32 (24" N&S)

EX. STORM CATCH BASIN

RIM = 791.59

INV. = 786.14 (24" N&S)

INV. = 788.49 (12" SE)

INV. = 788.14 (8" NE)

EX. STORM CATCH BASIN

RIM = 791.51

INV. = 789.11 (12" N)

EX. STORM CATCH BASIN

RIM = 791.90

INV. = 785.80 (24" N&S)

EX. STORM CATCH BASIN

RIM = 791.60

INV. = 786.05 (12" W)

EX. STORM CATCH BASIN

RIM = 790.39

INV. = 785.44 (24" W)

INV. = 785.79 (12" E)

INV. = 785.64 (12" NW)

EX. STORM CATCH BASIN

RIM = 791.25

INV. = 788.65 (12" )

EX. 12" STM.

C-509

EX. STORM CATCH BASIN

RIM = 791.62

INV. = 787.47 (12" N&S)

4' M

C O

NOTES:

1. CONTRACTOR SHALL NOT DISTURB EXISTING GOLF COURSE FEATURES INCLUDING CART

PATH AND TEE BOX. IF AFTER FIELD REVIEW IT IS DETERMINED THAT FEATURES MUST BE

DISTURBED, THE CONTRACTOR SHALL NOTIFY THE GOVERNMENT PRIOR TO

COMMENCING WORK.

2Q R

Pl an s-

114+00 114+20 114+40 114+60 114+80 115+00 115+20 115+40 115+60 115+80 116+00 116+20 116+40 116+60 116+80 117+00 117+20 117+40 117+60 117+80 118+00 118+20 118+40 118+60 118+80 119+00

H O

R Z.

0°

H O

R Z.

0°

W x

40 WATER LINE "A"

WATER LINE "B"

N: 720652.56 E: 1854623.58

WATER LINE "A"

N: 720486.33

E: 1854611.96

WATER LINE "A"

N: 720480.15

E: 1854700.29

WATER LINE "A"

N: 720672.85 E: 1854625.00

W W

W W W W W W W

W W

W W W W W W W W W W W W W W

114+00 115+00

117+00 118+00 119+00 120+00

D D

C B

CUx CUx

SDx

C U x C

U x

C U x C

U x

C U x C

U x

C U x

O H

E O

H E

O H

OHE

WATER LINE "B"

N: 720665.82 E: 1854517.61

WATER LINE "B"

N: 720659.02 E: 1854531.25

5 SO

N O

D W

N B

2 3

4 5

N U

D B

E D

C O

N O

SHEET

IDENTIFICATION

US Army Corps of Engineers Louisville District

U .S

. A R

M Y

C O

O F

R S

E, K

E D

C O

S, F R

O U

, O H

R C

H O

W N

G -0

-0

_C -2

_t o_ C

-2

.d w g M

C R

O N

Le ba no n R oa d

C in ci nn at i, O hi o

O ffi ce

-8

C . K

N G

O O

O N

CERTIFIED FINAL

40'0

C-204 20'

PROPOSED

4-INCH

WATER LINE

EXISTING GRADE

(APPROXIMATE)

SCALE: HORZ. 1"=20', VERT. 1"=10'1 PROFILE - WATER LINE 'A' (STA. 114+00 TO 119+00) 20'0 10'

SCALE HORZ:1"=20', VERT: 1"=10'

EX. WATER

(EL. ASSUMED)

C H

T C

-2

EX. 18" STM.

D W

P R

FH 34

EX. SAN. MH

RIM = 791.96

INV. = 786.16 (10")

EX. STORM MH

RIM = 793.00

INV. = 787.60 (18")

EX. STORM CATCH BASIN

RIM = 791.98

INV. = 787.23 (12")

T.O.V. EL. 789.24

GRANT RD.

O N

"D " S

EX. STORM MH

RIM = 793.13

INV. = 787.18 (18")

EX. STORM CATCH BASIN

RIM = 791.87

INV. = 786.37 (12" N)

INV. = 785.17 (18")

EX. 18" STM.

EX. 10" SAN.

C-509

EX. COMM.

(ELEV ASSUMED)

C H

T C

-2

2Q R

Pl an s-

119+00 119+20 119+40 119+60 119+80 120+00 120+20 120+40 120+60 120+80 121+00 121+20 121+40 121+60 121+80

C O

N N

"x 4"

G S

W x

CONNECT TO EXISTING WATER LINE

WATER LINE "A"

N: 719951.17 E: 1854663.30

W W W W W W W W W W 121+80119+00 120+00 121+00

C B

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

N N

D W

N B

2 3

4 5

N U

D B

E D

C O

N O

SHEET

IDENTIFICATION

US Army Corps of Engineers Louisville District

U .S

. A R

M Y

C O

O F

R S

E, K

E D

C O

S, F R

O U

, O H

R C

H O

W N

G -0

-0

_C -2

_t o_ C

-2

.d w g M

C R

O N

Le ba no n R oa d

C in ci nn at i, O hi o

O ffi ce

-8

C . K

N G

O O

O N

CERTIFIED FINAL

40'0

C-205 20'

PROPOSED

4-INCH

WATER LINE

EXISTING GRADE

(APPROXIMATE)

SCALE: HORZ. 1"=20', VERT. 1"=10'1 PROFILE - WATER LINE 'A' (STA. 119+00 TO 121+55.32) 20'0 10'

SCALE HORZ:1"=20', VERT: 1"=10'

EX. WATER

(EL. ASSUMED)

C H

T C

-2

EX. 24" STM.

D W

P R

FH 41

EX. STORM CATCH BASIN

RIM = 791.30

INV. = 783.65 (24")

"B " S

. 1

2" D

4" GATE VALVE

EX. STORM CATCH BASIN

RIM = 791.44

INV. = 784.24 (24")

EX. 24" STM.

C-509

2Q R

Pl an s-x

W x

Wx Wx Wx

Wx Wx

Wx Wx Wx Wx Wx

Wx Wx Wx Wx

W x

200+00 201+00 202+00 203+00

204+00

WATER LINE "B"

N: 720769.94 E: 1852980.09

W W

W W W W

W W

CBCB

CUx CUx CUx CUx CUx CUx CUx CUx CUx CUx

CUx CUx CUx CUx CUx CUx CUx CUx

SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx

SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx

E x

C U x C

U x

C U x C

U x

C U x C

U x

C U x C

U x

C U x C

U x

C U x

G x

ESx

W x

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

WATER LINE "B"

N: 720766.31 E: 1853032.01

WATER LINE "B"

N: 720772.52

E: 1853050.56

L9 L10

L11

200+00 200+20 200+40 200+60 200+80 201+00 201+20 201+40 201+60 201+80 202+00 202+20 202+40 202+60 202+80 203+00 203+20 203+40 203+60 203+80 204+00 4" x4 "x

2" T

4" x4

"x 2"

+5 9.

E "B

R D

H O

R Z.

5° B

+3 0.

H O

R Z.

5° B

+4 9.

N N

D W

N B

2 3

4 5

N U

D B

E D

C O

N O

SHEET

IDENTIFICATION

US Army Corps of Engineers Louisville District

U .S

. A R

M Y

C O

O F

R S

E, K

E D

C O

S, F R

O U

, O H

R C

H O

W N

G -0

-0

_C -2

_t o_ C

-2

.d w g M

C R

O N

Le ba no n R oa d

C in ci nn at i, O hi o

O ffi ce

-8

C . K

N G

O O

O N

CERTIFIED FINAL

40'0

C-206 20'

PROPOSED

4-INCH

WATER LINE

EXISTING GRADE

(APPROXIMATE)

SCALE: HORZ. 1"=20', VERT. 1"=10'1 PROFILE - WATER LINE 'B' (STA. 200+40 TO 204+00) 20'0 10'

SCALE HORZ:1"=20', VERT: 1"=10'

C H

T C

-2

EX. 4" SAN.

FH 22

A-114

T.O.V. EL. 788.88

T.O.V. EL.

790.04

A-201

T.O.V. EL. 790.02 GRD. EL. 792.62

VALVE BOLTED

T.O.V. EL. 789.15

D W

P R

EX. SAN. MH

RIM = 791.89

INV. = 777.84 (8" SW)

INV. = 786.44 (4" SE)

EX. STORM CATCH BASIN

RIM = 791.36

INV. = 783.71 (30")

PATTON LANE

EX. 8" DI

. 1

2" D

I 1S

CONNECT TO EXISTING LATERAL

2" LATERAL

2" GATE VALVE4

C-509

YARD HYDRANT

2" GATE VALVE

4"x4"x2" TEE

CONTRACTOR TO LOCATE

EXISTING LATERAL CONNECTION

TO EXISTING LATERAL LINE

EX. STORM CATCH BASIN

RIM = 791.33

INV. = 783.98 (30")

2" LATERAL

LOCATION OF GAZEBO

AND LANDSCAPING IS

APPROXIMATE

2Q R

Pl an s-

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W

204+00 205+00 206+00 207+00 208+00 209+00W W W W W W

W W W W W W W W W W W W W W

W W

CUx CUx CUx CUx CUx CUx CUx CUx CUx CUx CUx CUx CUx CUx CUx CUx CUx CUx CUx

CUx CUx CUx CUx CUx

SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx

SDx SDx SDx SDx

WATER LINE "B"

N: 720757.57 E: 1853205.50

WATER LINE "B"

N: 720762.35

E: 1853195.91WATER LINE "B"

L11

L12 L13

204+00 204+20 204+40 204+60 204+80 205+00 205+20 205+40 205+60 205+80 206+00 206+20 206+40 206+60 206+80 207+00 207+20 207+40 207+60 207+80 208+00 208+20 208+40 208+60 208+80 209+00

H O

R Z.

5° B

+0 6.

H O

R Z.

5° B

+9 5.

N N

D W

N B

2 3

4 5

N U

D B

E D

C O

N O

SHEET

IDENTIFICATION

US Army Corps of Engineers Louisville District

U .S

. A R

M Y

C O

O F

R S

E, K

E D

C O

S, F R

O U

, O H

R C

H O

W N

G -0

-0

_C -2

_t o_ C

-2

.d w g M

C R

O N

Le ba no n R oa d

C in ci nn at i, O hi o

O ffi ce

-8

C . K

N G

O O

O N

CERTIFIED FINAL

40'0

C-207 20'

PROPOSED

4-INCH

WATER LINE

EXISTING GRADE

(APPROXIMATE)

C H

T C

-2

SCALE: HORZ. 1"=20', VERT. 1"=10'1 PROFILE - WATER LINE 'B' (STA. 204+00 TO 209+00) 20'0 10'

SCALE HORZ:1"=20', VERT: 1"=10'

FH 23

A-202

.T.O.V. EL. 789.43

A-114

T.O.V. EL. 788.97

T.O.V. EL. 789.42 A-203

T.O.V. EL. 789.54

FH 22

T.O.V. EL. 789.15

D W

P R

PATTON LANE

EX. 8" DIEX. 8" DI

EX. STORM CATCH BASIN

RIM = 791.36

INV. = 783.71 (30")

EX. STORM CATCH BASIN

RIM = 792.04

INV. = 788.44 (6" S)

EX. STORM CATCH BASIN

RIM = 792.05

INV. = 790.15 (4" S)

EX. SAN MH

RIM = 791.84

INV. = 779.79 (8")

C H

T C

-2

EX. STORM CATCH BASIN

(NOT SURVEYED) EX. STORM CATCH BASIN

(NOT SURVEYED)

EX. STORM CATCH BASIN

(NOT SURVEYED)

EX. STORM CATCH BASIN

(NOT SURVEYED) EX. STORM CATCH BASIN

(NOT SURVEYED)

EX. STORM CATCH BASIN

(NOT SURVEYED)

POTENTIAL STORM CROSSING

STORM NOT LOCATED

EX 4" STM

(ELEV ASSUMED)POTENTIAL STORM CROSSING

STORM NOT LOCATEDEX 6" STM

(ELEV ASSUMED)

ASPHALT CONCRETE

PAVEMENT NOT

DISPLAYED IN IMAGERY

2Q R

Pl an s-

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

209+00 210+00 211+00 212+00 213+00 214+00 W W W W W W W W W W W W W W W W W W W W

CBCB

S S

CUx CUx CUx CUx CUx CUx CUx CUx CUx CUx CUx CUx CUx CUx CUx CUx CUx CUx CUx

SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx

SDx SD

SDx SDx SDx SDx SDx SDx SDx SDx SDx

L9 L13

209+00 209+20 209+40 209+60 209+80 210+00 210+20 210+40 210+60 210+80 211+00 211+20 211+40 211+60 211+80 212+00 212+20 212+40 212+60 212+80 213+00 213+20 213+40 213+60 213+80 214+00

N N

D W

N B

2 3

4 5

N U

D B

E D

C O

N O

SHEET

IDENTIFICATION

US Army Corps of Engineers Louisville District

U .S

. A R

M Y

C O

O F

R S

E, K

E D

C O

S, F R

O U

, O H

R C

H O

W N

G -0

-0

_C -2

_t o_ C

-2

.d w g M

C R

O N

Le ba no n R oa d

C in ci nn at i, O hi o

O ffi ce

-8

C . K

N G

O O

O N

CERTIFIED FINAL

40'0

C-208 20'

PROPOSED

4-INCH

WATER LINE

EXISTING GRADE

(APPROXIMATE)

SCALE: HORZ. 1"=20', VERT. 1"=10'1 PROFILE - WATER LINE 'B' (STA. 209+00 TO 214+00) 20'0 10'

SCALE HORZ:1"=20', VERT: 1"=10'

C H

T C

-2

C H

T C

-2

FH 23A

FH 24

T.O.V. EL. 788.77

A-204

T.O.V. EL. 788.92

A-114B

T.O.V. EL. 788.30

GRD. EL. 792.58

VALVE BOLTED

A-205

T.O.V. EL. 789.90

T.O.V. EL. 788.91

A-114

T.O.V. EL. 788.97

D W

P R

PATTON LANE

EX. STORM CATCH BASIN

RIM = 790.91

INV. = 784.46 (30")

EX. SAN MH

RIM = 791.61

EX. 8" DI

EX. STORM CATCH BASIN

RIM = 792.05

INV. = 790.15 (4" S)

EX. SAN MH

RIM = 791.32

INV. = 782.92 (8")

EX. STORM

CATCH BASIN

RIM = 791.53

INV. = 784.43 (30")

EX. STORM CATCH BASIN

(NOT SURVEYED)

EX. STORM CATCH BASIN

(NOT SURVEYED)

EX. STORM CATCH BASIN

(NOT SURVEYED)

EX. STORM CATCH BASIN

(NOT SURVEYED)

EX. STORM CATCH BASIN

(NOT SURVEYED)

4' M

C O

ASPHALT CONCRETE

PAVEMENT NOT

DISPLAYED IN IMAGERY

2Q R

Pl an s-

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

W x

214+00 215+00 216+00 217+00 218+00

219+00 219+40

WATER LINE "A"

WATER LINE "B"

N: 720652.56 E: 1854623.58

WATER LINE "A"

N: 720486.33

E: 1854611.96

W W W W W W W W W W W W W W W W

W W W

W W

CUx CUx CUx CUx CUx CUx CUx CUx CUx CUx

C U x C

U x

C U x C

U x

C U x C

U x

SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx

SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx

SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx

SDx

CUx

CUx CUx CUx

SDx

O H

OHE

WATER LINE "B"

N: 720665.82

E: 1854517.61 WATER LINE "B"

N: 720659.02 E: 1854531.25

L13

L4 L5

L14 L15

214+00 214+20 214+40 214+60 214+80 215+00 215+20 215+40 215+60 215+80 216+00 216+20 216+40 216+60 216+80 217+00 217+20 217+40 217+60 217+80 218+00 218+20 218+40 218+60 218+80 219+00 219+20 219+40 219+60

5°

VERT. 22.5° BEND

STA. 219+27.14

C O

N N

E "A

4" x4 "x

4" T

+7 3.

H O

R Z.

5° B

+3 6.

H O

R Z.

5° B

+2 1.

N N

D W

N B

2 3

4 5

N U

D B

E D

C O

N O

SHEET

IDENTIFICATION

US Army Corps of Engineers Louisville District

U .S

. A R

M Y

C O

O F

R S

E, K

E D

C O

S, F R

O U

, O H

R C

H O

W N

G -0

-0

_C -2

_t o_ C

-2

.d w g M

C R

O N

Le ba no n R oa d

C in ci nn at i, O hi o

O ffi ce

-8

C . K

N G

O O

O N

CERTIFIED FINAL

40'0

C-209 20'

PROPOSED

4-INCH

WATER LINE

EXISTING GRADE

(APPROXIMATE)

SCALE: HORZ. 1"=20', VERT. 1"=10'1 PROFILE - WATER LINE 'B' (STA. 214+00 TO 219+25.67) 20'0 10'

SCALE HORZ:1"=20', VERT: 1"=10'

C H

T C

-2

EX. TEL.

(EL. ASSUMED)

FH 25

A-206

T.O.V. EL. 789.21

T.O.V. EL. 788.70

A-207

T.O.V. EL. 788.95

D W

P R

PATTON LANE

"E" STREET

EX. SAN MH

RIM = 791.96

INV. = 784.16 (8" W)

G R

R D

EX. 8" DI

EX. 8" D

WATER LINE "A"

SEE SHEET C-203

WATER LINE "A"

SEE SHEET C-203

EX. STORM CATCH BASIN

RIM = 791.53

INV. = 784.43 (30")

EX. STORM CATCH BASIN

RIM = 792.00

INV. = 788.85 (6" S)

EX. STORM CATCH BASIN

RIM = 791.25

INV. = 788.65 (12" )

EX. STORM CATCH BASIN

RIM = 790.39

INV. = 785.44 (24" W)

INV. = 785.79 (12" E)

INV. = 785.64 (12" NW)

EX. STORM CATCH BASIN

RIM = 791.90

INV. = 785.80 (24" N&S)

EX. COMM.

(EL. ASSUMED)

EX. STORM CATCH BASIN

(NOT SURVEYED)

EX. STORM CATCH BASIN

(NOT SURVEYED)

EX. STORM CATCH BASIN

(NOT SURVEYED)

EX. STORM CATCH BASIN

(NOT SURVEYED)

EX. STORM MH

(NOT SURVEYED)

EX. STORM MH

(NOT SURVEYED)

EX. STORM MH

(NOT SURVEYED)

4' M

C O

ASPHALT CONCRETE

PAVEMENT NOT

DISPLAYED IN IMAGERY

2Q R

Pl an s-

300+00 300+20 300+40 300+60 300+80 301+00 301+20 301+40 301+60 301+80 302+00 302+20 302+40 302+60 302+80 303+00

H O

R Z.

5°

H O

R Z.

° B

+8 4.

H O

R Z.

5° B

+6 2.

H O

R Z.

5°

8" X1

.5 " T

N G

+8 3.

Wx Wx Wx Wx Wx Wx Wx Wx

Wx Wx Wx Wx Wx

Wx Wx

W x

300+00

301+00

WATER LINE "C"

N: 722353.47

E: 1855318.57

WATER LINE "C"

N: 722343.30 E: 1855309.53

WATER LINE "C"

N: 722284.13

E: 1855313.01

WATER LINE "C"

N: 722208.67 E: 1855332.68

CONNECT TO EX. WATER LINE

WATER LINE "C"

N: 722178.37 E: 1855439.89

WATER LINE "C"

N: 722174.34 E: 1855371.31

W W W

W W

C O

M O

SSx SSx

SSx

CU x

C U x C

U x

C U x C

U x

C U

E x

CUxCUxCUxCUx

C U x C

U x

C U x

CUx

O H

E O

H E

O H

E O

H E

O H

L16

L17

L18

CONTROL

POINT 7

N N

D W

N B

2 3

4 5

N U

D B

E D

C O

N O

SHEET

IDENTIFICATION

US Army Corps of Engineers Louisville District

U .S

. A R

M Y

C O

O F

R S

E, K

E D

C O

S, F R

O U

, O H

R C

H O

W N

G -0

-0

_C -2

_t o_ C

-2

.d w g M

C R

O N

Le ba no n R oa d

C in ci nn at i, O hi o

O ffi ce

-8

C . K

N G

O O

O N

CERTIFIED FINAL

40'0

C-210 20'

PROPOSED

1.5-INCH

WATER LINE

EXISTING GRADE

(APPROXIMATE)

SCALE: HORZ. 1"=20', VERT. 1"=10'1 PROFILE - WATER LINE 'C'

20'0 10'

SCALE HORZ:1"=20', VERT: 1"=10'

EX. ELEC.

(EL. ASSUMED)EX. WATER

(EL. ASSUMED)

EX. TEL.

(EL. ASSUMED)

EX. WATER

(EL. ASSUMED)

FH 89

FH 88

T.O.V. EL. 790.38

GRD. EL. 793.92

WELL PAVED

T.O.V. EL. 789.54

A-157

T.O.V. EL. 791.13

T.O.V. EL. 789.48

D W

P R

PER

AVE.

EX. 12" DI

1.5" GATE VALVE

PROPOSED

1.5-INCH

WATER LINE

C-509

EX. WATER

(EL. ASSUMED)

1.5" GATE VALVE

4' M

C O

2Q R

Pl an s-

400+00 400+20 400+40 400+60 400+80 401+00 401+20 401+40 401+60 401+80 402+00 402+20 402+40 402+60 402+80 403+00 403+20 403+40 403+60 403+80 404+00 404+20 404+40 404+60 404+80 405+00

H O

R Z.

0°

H O

R Z.

0°

8" x8

"x 4"

8" T

O N

E X

N E

(C O

R M

+1 6.

8" T

O N

E X

N E

(C O

R M

D W

E 'D

H O

R Z.

5°

H O

R Z.

5°

W x

Wx Wx Wx

W x

Wx Wx Wx Wx Wx

W x

Wx W x

400+00

402+00 403+00

404+00 405+00

CONNECT TO EXISTING

WATER LINE 'D'

N: 721649.99 E: 1855873.29

WATER LINE "D"

N: 721598.34 E: 1855877.48

WATER LINE "D"

N: 721594.98

E: 1855836.11

CONNECT TO EXISTING

WATER LINE "D"

N: 721234.23 E: 1855870.40

WATER LINE "D"

N: 721364.33 E: 1855859.84

WATER LINE "D"

N: 721368.91

E: 1855854.45

W W

W W W W W W W W

W W W W

M W

C B

SSx SSx

SS…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated May 10, 2022.