2-Contract Drawings.pdf

PDF 16 MB Posted May 20, 2026

Attached to: E. Lincoln Ave Watermain Replacement
Solicitation number: Not on record
Issued by: Adams County, Gibraltar CDP, Pennsylvania

About this file

Written by GovTribe AI · May 25, 2026

This document comprises contract drawings for the E. Lincoln Avenue Watermain Replacement project managed by the Gettysburg Municipal Authority in Adams County, Pennsylvania, scheduled for May 2026. The project involves the installation of approximately 16 linear miles of new 8-inch ductile iron pipe water main with associated infrastructure improvements, including service line connections, gate valves, fire hydrants, and thrust blocks at directional changes. The scope encompasses site plans and profiles across multiple sheets (C-101 through C-103), pavement restoration plans (C-120), miscellaneous construction details (C-501 through C-503), and erosion and sediment control plans (CE-001 through CE-501). The drawings indicate water main connections to existing infrastructure at six locations, replacement of sanitary sewer laterals and manhole structures, and coordination with existing underground utilities including gas lines, electrical conduits, and telecommunications cables. A mandatory prebid conference is scheduled for Friday, May 29, 2026, at 10:30 a.m. at the Gettysburg Municipal Authority Office, with sealed bids due via the PennBid Program on Thursday, June 11, 2026, at 2:00 p.m. local prevailing time. All bids must include 10 percent security and remain irrevocable for 60 days post-opening, or 120 days if award is delayed by government agency approval, bond sales, or grant awards.

The project is subject to Pennsylvania Prevailing Wage Act requirements, with minimum wage rates incorporated into contract documents. Bidders must comply with multiple Pennsylvania statutory obligations including the Steel Products Procurement Act, Underground Utility Line Protection Act, and Public Works Employment Verification Act. Performance and Payment Bonds equal to 100 percent of the contract bid price and comprehensive insurance coverage are mandatory before contract execution. All trenches require saw-cutting and compaction testing, with pavement restoration performed in accordance with PennDOT standards. The contractor bears responsibility for utility locating and field verification, removal and off-site disposal of excavated materials, and restoration of all disturbed surfaces to original condition. Contract documents indicate no specific budget, with final award amounts determined through sealed bidding for a single General Construction division. The substantial completion deadline is within a project timeframe specified in contract documents, with a one-year warranty period required (two years for street, road, and highway work).

View the file

Other files

File	Type	Posted
1-Bidding Documents.pdf	PDF	May 20, 2026
3-Project Manual.pdf	PDF	May 20, 2026
3-Contract Drawings.pdf	PDF	Mar 24, 2026
2-Bidding Documents.pdf	PDF	Mar 24, 2026
1-Project Manual.pdf	PDF	Mar 24, 2026

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

PROJECT

LOCATION

GETTYSBURG MUNICIPAL AUTHORITY

MAY 2026

E LINCOLN AVE WATERMAIN REPLACEMENT

77520-02

ADAMS COUNTY, PENNSYLVANIA

PROJECT LOCATION MAP

NOT TO SCALE

NORTH

DRAWING INDEX

SHEET NO. SHEET TITLE

GENERAL

G-001 COVER SHEET

CIVIL

C-001 LEGEND, ABBREVIATIONS & NOTES

C-101 SITE PLAN & PROFILE

C-102 SITE PLAN & PROFILE

C-103 SITE PLAN & PROFILE

C-120 PAVEMENT RESTORATION PLANS

C-501 MISCELLANEOUS DETAILS

C-502 MISCELLANEOUS DETAILS

C-503 MISCELLANEOUS DETAILS

EROSION & SEDIMENT CONTROL

CE001 EROSION & SEDIMENT CONTROL KEY PLAN, LEGEND & NOTES

CE002 EROSION & SEDIMENT CONTROL NOTES

CE101 EROSION & SEDIMENT CONTROL PLANS

CE102 EROSION & SEDIMENT CONTROL PLANS

CE501 EROSION & SEDIMENT CONTROL DETAILS

SURVEY NOTES:

1. PHYSICAL FEATURES AND TOPOGRAPHY SHOWN HEREON WAS OBTAINED FROM A COMBINATION OF A FIELD SURVEY AND DRONE AERIAL PHOTOGRAPHY

PERFORMED BY WEBER SURVEYORS, DRONE PHOTOGRAPH FLOWN ON DECEMBER 21, 2023 AND FIELD SURVEY WAS COMPLETED ON JANUARY 3, 2024.

COORDINATE SYSTEM: PA STATE PLANE, SOUTH ZONE - 3702, REF FRAME:

NAD83(2011) EPOCH 2010.00.

COMBINED SCALE FACTOR: 0.999998

VERTICAL DATUM: NAVD88 (GEOID 12B)

CONTOUR INTERVAL: 1 FOOT

2. ALL PROPERTIES ARE PLOTTED FROM THE DEEDS OF RECORD, RECORDED SUBDIVISION PLANS OR LOT PLANS, EXISTING TOPOGRAPHIC FEATURES AND LIMITED FIELD DATA. THE ACCURACY OF THE PLOTTING REFLECT THE ACCURACY OR INACCURACY OF THE DEEDS AND OR PLANS. PROPERTY LINES WERE NOT

SURVEYED BY THE PROFESSIONAL LAND SURVEYOR RESPONSIBLE FOR THIS PROJECT.

3. UNDERGROUND UTILITIES ARE SHOWN ACCORDING TO INFORMATION PROVIDED BY OTHERS AND MUST BE FIELD VERIFIED PRIOR TO CONSTRUCTION, EXCAVATION OR BLASTING. THE ACTUAL LOCATIONS OF THESE UTILITIES HAVE NOT BEEN FIELD VERIFIED AND THE LOCATIONS ARE APPROXIMATE. WEBER SURVEYORS DOES NOT MAKE ANY REPRESENTATION, WARRANTY, ASSURANCE, OR GUARANTEE THAT THE UNDERGROUND UTILITY LOCATION PROVIDED BY OTHERS AND REFLECTED ON THESE DRAWINGS IS CORRECT AND ACCURATE. WEBER SURVEYORS ASSUMES NO RESPONSIBILITY FOR ANY DAMAGES INCURRED

AS A RESULT OF UNDERGROUND UTILITIES OMITTED OR INACCURATELY SHOWN.

4. ALL FEATURES SHOWN ARE EXISTING UNLESS OTHERWISE NOTED.

5. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE SEARCH.

6. ANY REVISIONS MADE TO THESE PLANS AFTER THE DATE OF PLAN PREPARATION OR LATEST REVISION DATE SHALL NOT BE THE RESPONSIBILITY OF WEBER

SURVEYORS.

SERVICE ADDRESS SERVICE Ø

WATER SERVICE TABLE

XXXXXXX XX

SERVICE ADDRESS SERVICE Ø

XXXXXXXXX

LENGTH LENGTH

NOTES:

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING THE LENGTH OF EACH INSTALLED SERVICE LINE IN THIS TABLE.

2. THE LENGTH RECORDED SHALL BE THE LENGTH OF THE SERVICE LINE (IN LINEAR FEET) BETWEEN THE NEW WATER MAIN AND THE CURB STOP.

1. SURVEY DATA PROVIDED BY WEBER SURVEYORS, LANDISVILLE, PA. ALL UTILITIES SHOWN ARE APPROXIMATE IN LOCATION AND DEPTH. THE CONTRACTOR SHALL VERIFY THE ACTUAL LOCATIONS, DEPTHS, AND CONDITIONS IN THE FIELD WITH THE REPRESENTATIVE OF THE UTILITY IN QUESTION. THE ENGINEER AND OWNER DO NOT ASSUME ANY RESPONSIBILITY FOR ACCURACY OR SUFFICIENCY OF THE DATA PROVIDED ON THE EXISTING UTILITIES, AND FURTHERMORE, WILL ASSUME NO COST OR CONDITION RESULTING FROM ANY INACCURACY OR INSUFFICIENCY IN THIS REGARD. THE CONTRACTOR SHALL CONTACT ALL UTILITIES LISTED ON THIS DRAWING AND PA

ONE CALL (1-800-242-1776) PRIOR TO THE START OF ANY WORK.

2. SLANTED TEXT INDICATES EXISTING ITEMS.

3. VERTICAL TEXT INDICATES PROPOSED ITEMS.

4. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES A MINIMUM OF 72 HOURS PRIOR TO EXCAVATION, AND SHALL COMPLY WILL ALL CURRENT MARKOUT

REQUIREMENTS OF THE PENNSYLVANIA ONE CALL SYSTEM.

5. EXCAVATIONS OR TRENCHING WITHIN CLOSE PROXIMITY TO UNDERGROUND FACILITIES OR UTILITY POLES WILL REQUIRE PROTECTION TO PREVENT DAMAGE OR

INTERRUPTION OF SERVICE TO UNDERGROUND FACILITIES. THE COST TO PROVIDE THIS PROTECTION WILL BE BORNE BY THE CONTRACTOR.

6. ALL TRENCH LINES SHALL BE SAW CUT, OR MILLED.

7. THE CONTRACTOR SHALL COMPLY WITH ALL ROAD OPENING REQUIREMENTS AND ORDINANCES OF THE PENNSYLVANIA DEPARTMENT OF TRANSPORTATION AND

GETTYSBURG BOROUGH.

8. ALL TRENCHES SHALL BE BACKFILLED WITHOUT DELAY. OPEN TRENCHES SHALL BE KEPT TO A MINIMUM. OPEN TRENCHES SHALL BE STEEL PLATED. UPON BACKFILLING

THE CONTRACTOR SHALL BROOM SWEEP STREETS AND USE APPROPRIATE METHODS TO CONTROL DUST.

9. UNLESS OTHERWISE PERMITTED, NO WORK SHALL BE DONE BETWEEN THE HOURS OF 7:00 P.M. AND 7:00 A.M., PREVAILING TIME. IF IT SHALL BECOME ABSOLUTELY

NECESSARY TO PERFORM WORK AT OTHER TIMES, OR IF REQUIRED BY THE SPECIAL CONDITIONS, THE ENGINEER SHALL BE INFORMED IN ADVANCE. GOOD LIGHTING AND ALL OTHER NECESSARY FACILITIES FOR PROPER EXECUTION AND INSPECTION OF THE WORK SHALL BE PROVIDED. THE CONTRACTOR SHALL ALSO COMPLY WITH ALL STATE AND LOCAL LAWS GOVERNING HOURS DURING WHICH CONSTRUCTION EQUIPMENT MAY BE OPERATED.

10. ALL STATIONING SHOWN ON PLANS IS APPROXIMATE.

11. ALL CONSTRUCTION ACTIVITIES ARE TO BE CONFINED TO THE PUBLIC RIGHT-OF-WAY OR TO GETTYSBURG MUNICIPAL AUTHORITY EASEMENTS.

12. THE WATER MAIN SHALL BE BE INSTALLED WITH 48 INCHES MINIMUM COVER.

13. THE CONTRACTOR SHALL TAKE STEPS NECESSARY TO PRESERVE EXISTING CURB AND SIDEWALKS. NO PAYMENT WILL BE MADE FOR CURB AND/OR SIDEWALK REPAIR

OR REPLACEMENT EXCEPT FOR THAT SHOWN ON THESE PLANS. IF DAMAGED, CONTRACTOR SHALL REPAIR OR REPLACE CURBING AND SIDEWALK IN KIND AND TO THE

SATISFACTION OF THE OWNER.

14. THE CONTRACTOR SHALL PROTECT ALL STRUCTURES, ROADS, PIPELINES, TREES, SHRUBBERY, GRASS AREAS ETC. DURING THE PROGRESS OF WORK AND SHALL REMOVE DAILY FROM THE SITE ALL DEBRIS AND UNUSED MATERIALS. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL RESTORE THE SITES TO THEIR

ORIGINAL CONDITION.

15. REPAIR WORK SHALL BE PERFORMED TO THE SATISFACTION OF THE GOVERNING AGENCY.

16. TRAFFIC STRIPING AND MARKINGS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN-KIND WITH EPOXY PAINT OR THERMOPLASTIC IN ACCORDANCE WITH

PENNDOT STANDARDS, AND TO THEIR ORIGINAL LAYOUT.

17. GUIDERAILS, FENCES, DRAINAGE PIPES, MAILBOXES, HEADWALLS AND OTHER FEATURES WHICH REQUIRE REINSTALLATION BUT ARE FOUND NOT TO BE REUSABLE, OR

WHICH ARE DAMAGED DURING REMOVAL, SHALL BE REPLACED WITH NEW MATERIAL AT NO ADDITIONAL COST TO GETTYSBURG MUNICIPAL AUTHORITY.

18. THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND DISPOSAL OF EXCAVATED MATERIAL TO A PERMITTED SITE. NO STOCKPILE OR SPOILS AREA IS AVAILABLE.

WASTE MATERIAL SHALL BE CONTINUOUSLY HAULED OFF SITE THROUGHOUT THE PROJECT.

19. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY FITTINGS NEEDED TO FILL THE PIPE, PRESSURE TEST, DISINFECT AND EVACUATE AIR FROM THE MAIN.

20. THE CONTRACTOR SHALL PROVIDE THRUST BLOCKS AT ALL TEES, BENDS AND CHANGES IN DIRECTION.

21. THE CONTRACTOR SHALL INSTALL MECHANICAL JOINT RESTRAINT (MEGA-LUGS) ON ALL FITTINGS. FIELD LOK GASKETS SHALL BE INSTALLED A MINIMUM OF TWO PIPE

JOINTS OR 25 LINEAR FEET, WHICHEVER IS GREATER, ON EITHER SIDE OF ANY BEND, TEE, REDUCER OR OTHER FITTING.

22. WHERE PIPES ARE DEFLECTED THE MANUFACTURER'S RECOMMENDATIONS FOR DEFLECTION ANGLE SHALL BE STRICTLY FOLLOWED.

23. IF FIELD CONDITIONS WARRANT INSTALLATION OF AN ADDITIONAL FITTING OR FITTINGS, THE CONTRACTOR SHALL INSTALL MEGA-LUGS ON THE FITTING AND RESTRAIN

THE APPROPRIATE LENGTH OF PIPE ON BOTH SIDES OF THE FITTING.

24. PIPE SHALL BE FULLY BEDDED IN 1B STONE TO 12" ABOVE PIPE AND BACKFILLED WITH 2A STONE COMPACTED IN 4" LIFTS (MECHANICAL TAMPER) OR 8" LIFTS (VIBRATORY

COMPACTION).

25. WHERE CONTRACTOR CONNECTS TO EXISTING WATER MAIN, THE EXISTING PIPE SHALL BE EXPOSED AT THE CONNECTION POINT TO DETERMINE PIPE MATERIAL AND

DIMENSIONS PRIOR TO PURCHASE OF CONNECTION MATERIALS.

26. CONTRACTOR SHALL COORDINATE ALL SERVICE INTERRUPTIONS WITH GETTYSBURG MUNICIPAL AUTHORITY AND PROVIDE SEVEN (7) DAYS NOTICE OF INTENT TO MAKE

PIPE CONNECTIONS. SERVICE INTERRUPTIONS SHALL NOT EXCEED 4 HOURS.

27. ALL WATER MAIN SHALL BE 8" DUCTILE IRON PIPE, MINIMUM CLASS 52 AND CEMENT LINED.

28. THE WATER MAIN SHALL HAVE THE FOLLOWING SEPARATIONS UNLESS APPROVED BY OWNER:

- 10 FEET HORIZONTAL FROM SANITARY SEWER

- 18" VERTICAL FROM STORM OR SANITARY SEWER

- 5' HORIZONTAL FROM SITE FEATURES SUCH AS POLES, INLETS, ETC.

29. SHOULD THE CONTRACTOR ENCOUNTER ASBESTOS CEMENT PIPE AT ANY OF THE PROPOSED CONNECTIONS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PUBLIC SAFETY AND WORKER HEALTH AND SAFETY REQUIREMENTS RELATED TO EXPOSURE TO ASBESTOS.

GENERAL NOTES:

COMPANY: COLUMBIA GAS OF PA INC

ADDRESS: 1600 DUBLIN RD COLUMBUS, OH. 43215

CONTACT: LISA COLLINS

EMAIL: LDUGAN@NISOURCE.COM

COMPANY: GETTYSBURG BOROUGH

ADDRESS: 59 E HIGH ST GETTYSBURG, PA. 17325

CONTACT: ROBERT HARBAUGH

EMAIL: RHARBAUGH@GETTYSBURGPA.GOV

LIST OF PUBLIC UTILITIES

COMPANY: COMCAST OF SOUTHEASTERN PENNSYLVANIA

ADDRESS: C/O USIC LOCATING SERVICES INC

13085 HAMILTON CROSSING BLVD SUITE 200 CARMEL, IN. 46032

CONTACT: USIC PERSONNEL

COMPANY: GETTYSBURG MUNICIPAL AUTHORITY

ADDRESS: 601 E MIDDLE ST GETTYSBURG, PA. 17325

CONTACT: ROBERT SHRADER

EMAIL: RSHRADER@GETTYSBURGMA.COM

COMPANY: MET ED FIRSTENERGY

ADDRESS: 2800 POTTSVILLE PIKE READING, PA. 19605

CONTACT: PETE HACHEM

EMAIL: PHACHEM@FIRSTENERGYCORP.COM

COMPANY: CENTURYLINK

ADDRESS: 250 LINCOLN WAY EAST CHAMBERSBURG, PA. 17201

CONTACT: TRENT ROTZ

EMAIL: TRENT.M.ROTZ@CENTURYLINK.COM

ABBREVIATIONS

FT, '

FLNG

FIN

APPROX

CMP

FINISHED

FLANGED

FOOT, FEET

MECHANICAL JOINT

MILLIMETER

NORTH

OC OFF-CENTER

GMA GETTYSBURG MUNICIPAL AUTHORITY

CIP

MIN MINIMUM

FH FIRE HYDRANT

APPROXIMATE

CIVIL

CAST-IN-PLACE

CORRUGATED METAL PIPE

C/O CLEAN-OUT

CNTR

CONC

DET

CENTER

CONCRETE

DEEP

DETAIL

CPLG COUPLING

ESC

ELEV

DUCTILE IRON

EAST

ELEVATION

EROSION & SEDIMENT CONTROL

ELEC ELECTRIC

IN, "

GSO GAS SHUT-OFF

GATE VALVE, GAS VALVE

INCH, INCHES

INV INVERT

GPM GALLONS PER MINUTE

MAC

LBS

LINEAR FEET

MACADAM

MAXIMUMMAX

INLET PROTECTIONIP

POUNDS

PSI

PSF

PM PARKING METER

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE

OD OUTSIDE DIAMETER

SAN

ROW

SOUTH

RIGHT-OF-WAY

SANITARY

SCO SANITARY CLEAN-OUT

RCP REINFORCED CONCRETE PIPE

EX EXISTING

MANHOLEMH

SECT

STD

THK

TYP

VCP

WSO

SECTION

STANDARD

THICK

TYPICAL

VALVE

VITRIFIED CLAY PIPE

WEST, WIDE

WATER SHUT-OFF

WATER VALVE

WITH

AND

NUMBER, POUND

PERCENT

DEGREE

DIAMETER

Met Ed 14703-18390

268-GB

Met Ed 14719-18390 31 With UE

OHE

Met Ed 14682-18390

75 GB

Met Ed 14662-1839074 GB

Met Ed 14643-18389

UT CO of PA 24 T3-771

Attach Met Ed 14648-18402

Met Ed 14650-18407

GPU 14660-18423

Met Ed 14657-18430

Embarq 22 114149

GPU

Ene rgy

34-1

With

Met Ed

19-1

9 24

4 GB

Met Ed

12-1

245 G B

Met Ed 14625-18384

Met Ed

30-1

22 1/

Met Ed GPU 14642-18392

UT CO of PA 23

OHE

UT CO of PA 27

OHE

Electronic School

Speed Limit Sign

Sign:

No Trucks

Sign

No Trucks

Stop Sign

Sign

WarningSchool Crossing

Sign:Look Left, Right, LeftBefore Pulling Out

Stop Sign

Street Sign

Sign:Look Left, Right, Left

Before Pulling Out

Sign:School Crossing

Sign:

No Parking

Sign:

Warning Curve20 MPH

Signs:South Bicycle Rte J2 End School Zone

Sign

Campus CornerFood Mart

Signs:

North Bicycle Rte J2Pennsylvania Byway

SignIntersection

Sign:

North Business Rte 15

Ahead

Street Sign

Stop Sign

Sign 2 Hour Parking

Sign:2 Hour Parking

Sign:Warning Turn

10 MPH

Stop Sign

Sign:2 Hour Parking

Sign 2 Hour Parking

Sign:

2 Hour Parking

Sign:

Large Arrow Left

Stop Sign

Street Sign

Sign

2 Ho ur P arkin g

Sign

War ning

Cur ve20 M

Sign

JCT

Rte

Sign

25 M

SD SD SD

SD SDSD

SD SD SD SD

EAST LINCOLN AVENUE

(S.R. 3001)

ISB

(S .R

. 3

LINCOLN AVENUE

EAST BROADWAY

SHEELY ALLEY

Paved Parking Lot

Guy

OHE

OHE OHE

OHE

EOH

OHE OHEOHE

OHE OHE OHE OHE OHE

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

OHE OHE

SS SS SS SS SS SS SS SS SS SS

SS SS

SS SS SS SS SS SS SS SS SS SS SS

SD SD

(S .R

. 3

(S .R

.00

Conc. SW

Conc. Curb

Sign:North Business Rte 15 Arrow LeftSouth Business Rte 15

Arrow Straight

Sign:

SR Paddle

CenturyLink 519TL

UT Co. 13AtT/Ch Met Ed 14569-18379

Met Ed 14569-18388 With UE

Traf fic S igna l

Con trolle r

Utility Pole

Sign

Sou th B usin ess

Rte

Arro w Le ft Nort h Rt e 34

Arro w R ight

Sign

Stop Her e on Red

Retaining Wall

Sign

Sou th B icyc le R te J2 Arro w Le ft

Met Ed 1

-183

-GB

Sign

Visit or In form ation

Sign

Sou th B usin ess

Rte

Arro w Le ft Nort h Rt e 34

Arro w R ight

Electric MHT/C: 516.92

Sign

Spe ed L imit

Sign

Nort h Bu sine ss R te 1

Sign s:

Do N ot P ass No P arkin g Th is S ide

Cen tury

LinkY5

AtT/ Ch M et E d 14

-183

Sign s:

Nort h Bi cycl e PA

Rte J2

Two Hou r Pa rking

Met Ed

86-1

GPU

Sign

No P arkin g Ot her

Side

Sign

No T ruck s

CenturyLink522 28

Inlet Type C

Grt: 500.91Inv In: 497.34

Conc. S W

Edge of P avem ent

InletType CGrt: 506.72Inv In: 503.06 Inv Out: 502.94

InletTyp e C

18" SLCPP

18" S

LCPP

Conc. SW

Conc

. SW

Conc. SWOHE

OHE

GPU 14667-18427

Conc . Cur b

Conc. Curb

Conc. C urb

Conc. Curb

Conc. SW

Conc.Curb

OHE

Conc

. SW

Trun cate d Dom e M at

(Typ

Sanitary MHT/C: 510.36

Inv: 504.05

Sanitary MHT/C: 508.47

Sanitary MHT/C: 507.95 Inv: 504.72

Truncated

Dome Mat(Typ.)

Conc

. SW

Sanitary MH T/C: 502.66

Sanitary MH T/C: 498.36

Sanitary MH T/C: 494.51Inv (N): 488.66 Inv (W): 488.62Inv (S): 488.61

Con

c. S

Con

c. S

Con

c. S

Conc. SW

Con

c. C urb

Con

c. C urb

Conc. Curb

InletType M Grt: 493.98Inv (N): 492.42 Inv (W): 491.92 Inv (S): 491.77

Con

c. C urb

GPU 14720-18374

Signs:

Speed Limit 25;

No ParkingEither Side

Paved Drive

Gravel Drive

Conc. Curb

Street Sign

Conc. Curb

Inlet

Type MGrt: 494.23 Inv (W): 492.70 Inv (S): 492.68

InletType M Grt: 495.34Inv (W): 493.76 Inv (E): 493.46

Inlet

Type MGrt: 498.64 Inv (W): 496.70Inv (E): 496.56

Inlet

Type MGrt: 502.45 Inv: 500.71

InletType M Grt: 502.73

Inv (W): 500.61Inv (S): 500.55 Inv (E): 500.43

Sanitary MH T/C: 501.38Inv: 493.92

Inlet Type MGrt: 505.96 Inv: 503.87

17"x13" CMP

17"x 13"

CMP

17"x13" CMP

21"x15" CMP

21"x 15"

CMP

Conc. SW

Conc. Curb

Conc. C urb

Conc . Cur b

Con

c. S

Sanitary MHT/C: 508.43

Sanitary MH T/C: 516.40Inv: 503.73

Stone Wall

Pavers

Pav ers

Con

c. S

Sanitary MH T/C: 507.08

Inv (NE): 500.62Inv (S): 498.33 Inv (N): 497.51Inv (W): 497.43 IInv (E): 497.43

G G G

G G G G G G

G G

G G G G G G G G

Truncated Dome Mat (Typ.)

Conc. Curb

Dep

Curb

Dep.Curb

Dep.

Curb

Guy

Sanitary MH T/C: 508.77

Inv (N): 503.02Inv: 499.84

Inlet Typ e M

Grt:

.95 Inv (

N): 5 10.9

Inv (

E): 5 10.8

Inlet Typ e M

Grt:

.56 Inv (

W):

.64 Inv (

E): 5 08.5

Inlet Typ e M

Grt:

.25 Inv (

W):

.43 Inv (

E): 5 06.2

Inlet Type M Grt: 506.72Inv (W): 504.78

21"x 15"

CMP

Dwelling

Dwelling Dwelling

Dwelling

Dwelling Dwelling Dwelling

Dwelling

Retail Store

StudentHousing

Student Housing

Stre et L ine

Street Line

WEST LINCOLN AVENUE

(S.R. 3017)

Legal Right of Way Line

Leg al R ight of W ay L ine Lega l Rig ht of

Wa y Lin e

Lega l Rig ht of Wa y Lin e

Leg al R ight of W ay L ine

Legal Right of Way Line

Lega l Rig ht of Way Li ne

Lega l Rig ht of Way L ine

Stre et L ine

Traffic Box

Stee t Lin e

Stre et L ine

Street Line

Conc . Cur b

Guy

Approx. Location8" P-MP Gas Line

Approx. Location 4" BS-LP Gas Line

Approx. Location 4" P-LP Gas Line

Approx. Location4" P-LP Gas Line

Approx. Location4" P-MP Gas Line

Approx. Location 4" P-MP Gas Line

Approx. Location

4" P-MP Gas Line

Approx. Location

6" BS-HP Gas Line

Approx. Location 6" CS-HP Gas Line

Approx. Location 4" BS-LP Gas Line

Approx. Location 6" CS-HP Gas line

Approx. Location6" CS-HP Gas Line

Approx. Location Water Line

Approx. LocationWater Line

Approx. Location2" P-MP Gas Line

15" CMP

17"x 13"

CMP

15" CMP

18" CMP

Roof Leader Drain Pipe(Typ.)

Roof LeaderDrain Pipes (Typ.)

SignNo Parking

G G G G G G G G G G G

WWWWWWWWWWWWWWWWWWWWWWWWWWW

G GG G

Dwelling

Curb Dep ress ion (

Typ

Conc. SW

Con

c. S

Con

c. S

Conc. SW

Conc. S W

Pav ed D rive

Con

c. D rive

Pav ed D rive

Pav ed P arkin g Lo t

Pav ed D rive

Con

c. / G rass Driv e

Paved Drive

Con

c. D rive

Pav ed D rive

Con

c. D rive

Pav ed D rive

Roof Leader Drain Pipe(Typ.)

Ston e W alk

Con

c. W alk

Con

c. W alk

Ston e W alk

Con

c. W alk

Ston e Walk

Con

c. W alk

Con

c. W alk

Con

c. W alk

Con

c. W alk

Con

c. W alk

Con

c. W alk

Con

c. W alk

Conc. W alk

Con

c. W alk

Con

c. W alk

Con

c. W alk

Con

c. W alk

Con

c. W alk

Con

c. W alk

Con

c. W alk

Ston e Dr ive

Con

c. W alk

Con

c. W alk

Con

c. W alk

Con

c. W alk

Con

c. W alk

Con

c. W alk

Con

c. W alk

Con

c. W alk

Con

c. W alk

Conc . Walk

Conc. Walk

Brick Walk

Conc. Walk

Conc. W alk

Con

c. W alk

Con

c. W alk

Con

c. W alk

Con

c. W alk

Con

c. W alk

Con

c. W alk

Ston e W alk

510.6

510.8

510.7

507.6

507.5

507.6

507.8

515 514 513 512 511 510

508 507 50

6 50 5 504 50

3 502 501 50 0 498

497 496 495

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

BID SETJ:\

\77

\08

-C

IL\

-0

S, A

G/ C-

1/5

/20 /20

/S hir k, Ke ith

PROJECT NO:

CHECKED BY:

ISSUED DATE:

SHEET NO:

DRAWN BY:

SHEET TITLE:

77520-02

LIN

, P A

, P

1 E

, P

3/2026

C-001

LEGENDS,

ABBREVIATIONS

& NOTES

DYC-101

C-103

C-102

SCALE: 1" = 100' 0 100' 200'

PLAN1

PROJECT NORTH

INDEX CONTOUR

INTERMEDIATE CONTOUR

GAS

SANITARY SEWER

UNDERGROUND TEL/COM

EXISTING WATER

PROPERTY LINE

FENCE

STORM

TREELINE

UTILITY POLE

LIGHT POLE

SIGN

TREE / SHRUB

LIMIT OF DISTURBANCE

INLET PROTECTION

LEGEND

RIGHT-OF-WAY / EASEMENT

PROPOSED WATER

OVERHEAD ELECTRIC

FORCE MAIN

DOUBLE YELLOW LINE

W W W W

LOD

PROPOSED BITUMINOUS PAVEMENT

AutoCAD SHX Text

CALL BEFORE YOU DIG !

AutoCAD SHX Text 1-800-242-1776

AutoCAD SHX Text Pennsylvania One Call System, Inc.

AutoCAD SHX Text

WORKING DAYS IN DESIGN STAGE - STOP CALL

AutoCAD SHX Text

DAYS NOTICE FOR CONSTRUCTION PHASE AND 10

AutoCAD SHX Text

PENNSYLVANIA LAW REQUIRES 3 WORKING

AutoCAD SHX Text

SERIAL NO. XXXXXXXXXXXXXXXXXXXXXX

AutoCAD SHX Text

AutoCAD SHX Text 50'

AutoCAD SHX Text 80'

AutoCAD SHX Text 50'

AutoCAD SHX Text 66'

AutoCAD SHX Text 50'

AutoCAD SHX Text 66'

AutoCAD SHX Text 50'

AutoCAD SHX Text 12'

AutoCAD SHX Text

SLOW

AutoCAD SHX Text

25 MPH

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

WSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

WSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

WSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

WSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text S

AutoCAD SHX Text

GSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

WSO

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

Met Ed 14662-18390

74 GB

Met Ed 14643-18389

UT CO of PA 24 T3-771

Attach Met Ed 14648-18402

Embarq 22 114149

En er gy

W ith U

Me t E d 1

-1

4 G

Me t E d 1

-1

5 G

Met Ed 14625-18384

Me t E d 1

-1

Met Ed GPU 14642-18392

UT CO of PA 23OH E

OHE

Electronic School

Speed Limit Sign

Sign Campus Corner

Food Mart

Signs:North Bicycle Rte J2

Pennsylvania Byway

SignIntersectionSign:North Business Rte 15

Ahead

Street Sign

Stop Sign Sign 2 Hour Parking

Sign 2 Hour Parking

Sign:

2 Hour ParkingSign:

Large Arrow Left Stop Sign

Street Sign

Si gn

2 H ou r P ar kin g

Si gn

W ar nin g C ur ve

Si gn

T Rt e 3

Si gn

SD SD SD SD SD SD

SDSDSDSD SD SD SD SD SD SD SD SD SD

EAST LINCOLN AVENUE

(S.R. 3001)

Paved Parking Lot

OHE

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

OHE OHE OHE OHE OHE

OHE

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

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

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

SS SS SS SS SS SS SS SS SS SS SS SS SS SS

SD SD SD SD SD SD

(S .R

. 3

T (S

.R .00

Conc. SW

Conc. Curb

Conc. Curb Conc. Curb

Conc. Curb

Sign:

North Business Rte 15

Arrow Left South Business Rte 15

Arrow Straight

Sign:

SR Paddle

CenturyLink 519TL

UT Co. 13 AtT/Ch Met Ed 14569-18379

Met Ed 14569-18388 With UE

Tr aff ic Si gn al

Co ntr oll er

Utility Pole Si gn

So uth B us ine ss R te

Ar ro w Le ft No rth R te

Ar ro w Ri gh t

Si gn

St op H er e o n R ed

Retaining Wall

Si gn

So uth B icy cle

R te

J2 Ar ro w

Le ft

Me t E d 1

-1

Si gn

Vi sit or In for ma tio n

Si gn

So uth B us ine ss R te

Ar ro w Le ft No rth R te

Ar ro w Ri gh t

Electric MH T/C: 516.92 Si gn

Sp ee d L im it 2

Si gn

No rth B us ine ss R te

Si gn s:

N ot

Pa ss

No P ar kin g T his

S ide

Ce ntu ryL ink

At T/

Ch M et Ed

Si gn s:

No rth B icy cle

P A

Rt e J

Tw o H ou r P ar kin g

Me t E d 1

-1

8 G

Si gn

P ar kin g O the r S ide

Sanitary MH T/C: 507.95 Inv: 504.72

Co nc

. S W

Inlet Type M

Grt: 502.45 Inv: 500.71

Inlet Type M

Grt: 502.73 Inv (W): 500.61 Inv (S): 500.55 Inv (E): 500.43Inlet

Type M Grt: 505.96 Inv: 503.87

17"x13" CMP

" C

Conc. SW

Conc. SW Conc. Curb

Conc. Curb

Co nc

. C urb

Co nc

. C urb

Sanitary MH T/C: 516.40 Inv: 503.73

Stone Wall Pavers

Pa ve rs Co nc . S

Sanitary MH T/C: 507.08

Inv (NE): 500.62 Inv (S): 498.33 Inv (N): 497.51

Inv (W): 497.43 IInv (E): 497.43SS

G G

G G G G G G G G G G G

G G G

G G G G G G G G G G G G G G G G

G G G G G G G

G G

G G G G G G G G G G G G G G G G G G G G G

Truncated Dome Mat (Typ.)

Conc. Curb

Dep.

Curb

Dep.

Curb

Dep.

Curb

Dep.

Curb

Gu y

Guy

Sanitary MH T/C: 508.77

Inv (N): 503.02 Inv: 499.84

Inl et

Ty pe

M Gr t: 5

.95 Inv

0.9

Inv

0.8

4 Inl et

Ty pe

M Gr t: 5

.56 Inv

8.6

Inv

8.5

Inl et

Ty pe

M Gr t: 5

.25 Inv

6.4

Inv

6.2

Inlet Type M Grt: 506.72 Inv (W): 504.78

Dwelling Dwelling

DwellingDwellingDwelling DwellingDwellingDwellingDwellingDwellingDwelling

Dwelling Dwelling

Dwelling Dwelling Dwelling Dwelling Dwelling Dwelling

Dwelling

Retail Store

Student Housing

W W

WWEST LINCOLN AVENUE

(S.R. 3017)

Legal Right of Way Line

Legal Right of Way Line Le ga l R igh t o f W ay

Li ne

Le ga l R igh t o f W ay Li ne

Legal Right of Way Line

Legal Right of Way Line Legal Right of Way Line

Legal Right of Way Line

Le ga l R igh t o f W ay Li ne

St re et Lin e

Traffic Box Traffic Box

Traffic Box

St ee t L ine

St re et Lin e

Guy

Approx. Location 8" P-MP Gas Line Approx. Location

4" BS-LP Gas Line

Approx. Location 4" P-LP Gas Line

Approx. Location 6" CS-HP Gas Line

Approx. Location 4" BS-LP Gas Line

Approx. Location 6" CS-HP Gas line

Approx. Location 6" CS-HP Gas Line

Approx. Location Water Line Approx. Location

Water Line

Approx. Location 2" P-MP Gas Line

15" CMP

" C

15" CMP 18" CMP

SDSD

SD SD

Roof Leader Drain Pipe (Typ.)

Roof Leader Drain Pipes (Typ.)

WWWW

Sign No Parking

G G

W G

W W

W W WW W

W G

WW W

W W

G G

G G G G G G G G

WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW

G G G G G G G G G G

G G

Dwelling Dwelling

Conc. SW

Co nc

. S W

Co nc

. S W

Conc. SW

Co nc

. S W

Pa ve d D riv e

Pa ve d P ar kin g L ot

Pa ve d D riv e

Co nc

Gr as s D riv e

Paved Drive

Co nc

. D riv e

Co nc

. W alk

Co nc

. W alk

Co nc

. W alk

Co nc

. W alk

Co nc

. W alk

Co nc

. W alk

Co nc

. W alk

Conc. W alk

Co nc

. W alk

Co nc

. W alk

Co nc

. W alk

Co nc

. W alk

Co nc

. W alk

Co nc

. W alk

Co nc

. W alk

St on e D riv e

Co nc

. W alk

Co nc

. W alk

Co nc

. W alk

Co nc

. W alk

Co nc

. W alk

Co nc

. W alk

Co nc

. W alk

Co nc

. W alk

Co nc

. W alk

Co nc

. W alk

Conc. Walk

Conc . W alk

507.6

507.5

507.6

507.8

516 515 514 513 512 511 510 509 508 507 50

5 504

0+00

1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00

0+00

45°ELB (TYP)

4"Ø GATE VALVE (TYP)

CONNECT PROP

SERVICE LINES TO

EX WATER SERVICE (TYP)

8"Ø SOLID

SLEEVE CPLG (TYP)

THRUST BLOCK (TYP)

REPLACE EXISTING MANHOLE -

RECONNECT TO SEWER PIPES IN EAST,

WEST AND SOUTH DIRECTIONS. SEE

DETAIL ON SHEET C-503

CONNECT NEW LATERAL TO

EXISTING SEWER MAIN

(TYP)

TO BE ABANDONED

IN PLACE

LOCATE AND CONNECT

TO EXISTING SEWER

LATERAL (TYP)

CONTRACTOR SHALL

LOCATE AND TIE INTO

EX. LATERAL (TYP)

PROPOSED 8" Ø

WATER MAIN

8"x6"Ø RED TEE

CONNECT TO EXISTING WATER MAIN

CONTRACTOR SHALL TEST PIT TO

CONFIRM DIAMETER AND MATERIAL

(TYP)

EX 6" Ø WATER MAIN

INSTALL SANITARY MH

AND CONNECT TO 3 EX

SEWER PIPES

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

W W WW W W W W W W W

SS SS

8"Ø DIP

6"x8"Ø CON RED &

6"Ø SOLID SLEEVE CPLG

8"Ø TEE 6"Ø GATE V

6"Ø DIP

8"x4"Ø CROSS

4"Ø SOLID

SLEEVE CPLG

8"Ø DIP

WATER SERVICE

STA: 3+37

WATER SERVICE

STA: 3+66

WATER SERVICE

STA: 3+84

WATER SERVICE

STA: 4+53

WATER SERVICE

STA: 4+88

WATER SERVICE

STA: 4+89

WATER SERVICE

STA: 5+51

WATER SERVICE

STA: 5+75

WATER SERVICE

STA: 6+38

WATER SERVICE

STA: 6+90

8"x8"Ø MJ TEE

W/ THRUST BLOCK

TO PROP 8" Ø

GATE VALVE

STA: 7+01

WATER SERVICE

STA: 8+11

WATER SERVICE

STA: 8+28

WATER SERVICE

STA: 9+40

WATER SERVICE

STA: 9+81

EX. UNDERGROUND

ELECTRICAL

STA: 00+41

EX. UNDERGROUND

ELECTRICAL

STA: 1+14

EX. NATURAL GAS

STA: 3+82

EX. NATURAL GAS

STA: 4+97

EX. NATURAL GAS

STA: 5+27 EX. NATURAL GAS

STA: 6+24

(2)8" x 8" TEES Ø MJ TEE

W/ THRUST BLOCKS

TO PROP 8" Ø GATE VALVES

NORTH AND SOUTH

STA: 2+82

8"Ø GATE V W/ V BOX

TO GRADE (TYP)

STA: 2+77

8"Ø GATE V W/ V BOX

TO GRADE (TYP)

STA: 2+87

8"x8"Ø MJ TEE

W/ THRUST BLOCK

TO PROP 8" Ø GATE VALVE

STA: 8+39.65

8"Ø GATE V W/ V BOX

TO GRADE (TYP)

STA: 8+34.55

8"Ø GATE V W/ V BOX

TO GRADE (TYP)

STA: 8+44.55

STA: 8+73

STA: 6+92

MIN. 4'-0"

WATER SERVICE

STA: 4+54

8" x 8" TEE

TO PROP 8" Ø

GATE VALVE

STA: 1+06

8" x 8" TEE

TO PROP 8" Ø

GATE VALVE

STA: 00+18.36

45° BEND

STA: 00+11

STATION

0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50

8" x 8" TEE

TO PROP 8" Ø

GATE VALVE

STA: 00+88

8"Ø GATE V W/ V BOX

TO GRADE (TYP)

STA: 00+27.37

SOLID SLEEVE

COUPLING & 45° BEND

STA: 00+00

BID SETJ:\

\77

\08

-C

IL\

-1

C-

3 P

&P 'S

.D W

G/ C-

1/5

/20 /20

M/ Sh irk , K eit h

PROJECT NO:

CHECKED BY:

ISSUED DATE:

SHEET NO:

DRAWN BY:

SHEET TITLE:

77520-02

LIN

, P A

, P

1 E

, P

3/2026

C-101

SITE PLAN

& PROFILE

JDM

SCALE: 1" = 50' 0 50' 100'A PROFILE

SCALE: 1" = 40' 0 80'40'1 PLAN

LIN

C-

PROJECT NORTH

MATCH LINE

SEE

MATCH LINE

SEE C-103 C-103

AutoCAD SHX Text

AutoCAD SHX Text 50'

AutoCAD SHX Text 66'

AutoCAD SHX Text 50'

AutoCAD SHX Text 66'

AutoCAD SHX Text 50'

AutoCAD SHX Text 12'

AutoCAD SHX Text

SLOW

AutoCAD SHX Text

25 MPH

AutoCAD SHX Text S

AutoCAD SHX Text

GSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

WSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

WSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text S

AutoCAD SHX Text

GSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

WSO

AutoCAD SHX Text

AutoCAD SHX Text 502.18

AutoCAD SHX Text

AutoCAD SHX Text Fence Post (fnd)

AutoCAD SHX Text RR Spike (fnd)

AutoCAD SHX Text Rebar (fnd)

AutoCAD SHX Text 503.60

AutoCAD SHX Text 503.13

AutoCAD SHX Text 502.50

AutoCAD SHX Text 503.09

AutoCAD SHX Text T/G=501.96 Inv. In= Inv. Out=

AutoCAD SHX Text T/G=501.91 Inv. In= Inv. Out=

AutoCAD SHX Text Inv.=499.67

AutoCAD SHX Text Inv.=499.94

AutoCAD SHX Text Inv.=499.84

AutoCAD SHX Text Inv.=500.17

AutoCAD SHX Text 501.81

AutoCAD SHX Text 502.56

AutoCAD SHX Text 502.79

AutoCAD SHX Text 503.17

AutoCAD SHX Text T/G=506.71 Inv. In= Inv. Out=

AutoCAD SHX Text Inv.=505.04

AutoCAD SHX Text Inv.=505.01

AutoCAD SHX Text T/G=506.98 Inv. In= Inv. Out=

AutoCAD SHX Text 2" Deciduous

AutoCAD SHX Text

AutoCAD SHX Text 4" Deciduous

Met Ed 14703-18390 268-GB Met Ed 14719-18390 31

With UE

OHE

Met Ed 14682-18390 75 GBMet Ed 14662-18390

74 GB

UT CO of PA 24 T3-771

Attach Met Ed 14648-18402

Sign:

2 Hour Parking

Sign:

Warning Turn

10 MPH

Stop SignSign:

2 Hour ParkingSign

2 Hour Parking

Sign 2 Hour Parking

SD SD SDSD SD SD SD SD SD SD SDSD SD SD SD SD SD SD SD SD

SD SD

LINCOLN AVENUE

T GuyOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

Sanitary MH T/C: 494.51 Inv (N): 488.66 Inv (W): 488.62 Inv (S): 488.61

Co nc

. S W

Co nc

. S W

Co nc

. S W

Conc. SW

Co nc

. C ur b

Co nc

. C ur b

Conc. Curb Inlet

Type M Grt: 493.98

Inv (N): 492.42 Inv (W): 491.92 Inv (S): 491.77

Co nc

. C ur b

GPU 14720-18374

Signs:

Speed Limit 25;

No Parking Either Side

Paved Drive Gravel Drive

Conc. Curb

Street Sign

Conc. Curb

Inlet Type M

Grt: 494.23 Inv (W): 492.70 Inv (S): 492.68

Inlet Type M Grt: 495.34 Inv (W): 493.76 Inv (E): 493.46

Inlet Type M Grt: 498.64 Inv (W): 496.70 Inv (E): 496.56

Inlet Type M

Grt: 502.45 Inv: 500.71

Inlet Type M

Grt: 502.73 Inv (W): 500.61 Inv (S): 500.55 Inv (E): 500.43

Sanitary MH T/C: 501.38 Inv: 493.92

" C

MP 17"x13" CMP 21"x15" CMP 21"x15" CMP

" C

Conc. SW

Conc. SW Conc. Curb

Conc. Curb

G G

" C

Dwelling

DwellingDwelling DwellingDwellingDwellingDwelling

Dwelling Dwelling

Dwelling Dwelling Dwelling Dwelling

Dwelling

St re et Lin e

Street Line

W W

Approx. Location 4" P-LP Gas Line

Approx. Location 4" P-MP Gas Line

SDSD

WWWWW

WWWWWW

G G G G G G G G G G G G G G G G G G G G G G G

WWWWWWWWWWWWWWWWWWWWWWWWW

Cu rb

D ep re ss ion (T yp

Pa ve d D riv e Pa ve d D riv e

Co nc

. D riv e

Pa ve d D riv e

Co nc

. D riv e

Pa ve d D riv e

Pa ve d D riv e Roof Leader Drain Pipe (Typ.)

St on e W alk

Co nc

. W alk

Co nc

. W alk

St on e W alk

Co nc

. W alk

Sto ne

W alk

Co nc

. W alk

Co nc

. W alk

Co nc

. W alk

Co nc

. W alk

Co nc

. W alk

Co nc

. W alk

Co nc

. W alk

St on e W alk

3 502 501

500 498

9 497 496 495

11+00 12+00 13+00 14+00 15+00 16+00 16+16

PROPOSED 8" Ø

WATER MAIN

CONNECT TO EX 12" DIP

WITH TAPPING SLEEVE

AND VALVE. EXISTING 6"

MAIN WILL BE ABANDONED

AND CAN BE REMOVED TO

ACCESS THE 12 " MAIN

FOR CONNECTION.

CONNECT PROP

SERVICE LINES TO EX

WATER SERVICE (TYP)

N Fourth Street

Co nc re te

S ide wa lk

15" CM

SDSD

24" RCP

W W

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

W W W W W W W W

EX. NATURAL GAS

STA: 13+61

EX. NATURAL GAS

STA: 14+1

EX. NATURAL GAS

STA: 14+41

EX. 17" X 13" CMP

STA: 10+67

EX. 21" X 15" CMP

STA: 15+96

WATER SERVICE

STA: 10+87

WATER SERVICE

STA: 11+34

WATER SERVICE

STA: 11+46

WATER SERVICE

STA: 12+10

WATER SERVICE

STA: 12+21 WATER SERVICE

STA: 12+80

WATER SERVICE

STA: 13+37

WATER SERVICE

STA: 13+62

WATER SERVICE

STA: 14+25

WATER SERVICE

STA: 14+42

WATER SERVICE

STA: 15+18

8" x 8" TEE TO EX

8" Ø GATE VALVE

STA: 15+92

WATER SERVICE

STA: 15+25

EX. NATURAL GAS

STA: 10+83

MIN. 4'-0"

STATION

10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+16

BID SETJ:\

\77

\08

-C

IL\

-1

C-

3 P

&P 'S

.D W

G/ C-

2/5

/20 /20

M/ Sh irk , K eit h

PROJECT NO:

CHECKED BY:

ISSUED DATE:

SHEET NO:

DRAWN BY:

SHEET TITLE:

77520-02

LIN

, P A

, P

1 E

, P

3/2026

C-102

SITE PLAN

& PROFILE

JDM

SCALE: 1" = 50' 0 50' 100'B PROFILE

SCALE: 1" = 40' 0 80'40'2 PLAN

PROJECT NORTH

LIN

C-

LIN

C-

AutoCAD SHX Text 50'

AutoCAD SHX Text

WSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text T/G=493.60 Inv. In W=489.31 Inv. Out S=489.27

AutoCAD SHX Text 493.75

AutoCAD SHX Text

AutoCAD SHX Text 494.43

AutoCAD SHX Text 495.08

AutoCAD SHX Text 495.25

AutoCAD SHX Text 12" Deciduous

AutoCAD SHX Text 494.26

AutoCAD SHX Text 494.53

AutoCAD SHX Text 494.65

AutoCAD SHX Text 492.72

AutoCAD SHX Text 492.58

AutoCAD SHX Text 493.02

AutoCAD SHX Text 493.03

AutoCAD SHX Text 493.35

AutoCAD SHX Text 493.30

AutoCAD SHX Text 493.57

AutoCAD SHX Text 493.47

AutoCAD SHX Text 493.65

AutoCAD SHX Text 493.61

AutoCAD SHX Text 494.79

AutoCAD SHX Text 3" Deciduous

AutoCAD SHX Text

AutoCAD SHX Text Rebar (fnd)

AutoCAD SHX Text Inv.=489.31

AutoCAD SHX Text Inv.=489.27

Met Ed 14643-18389

UT CO of PA 24 T3-771 Attach Met Ed 14648-18402

Met Ed 14650-18407

GPU 14660-18423

Met Ed 14657-18430 Met Ed 14657-18430

Embarq 22 114149

GPU Energy 14634-18389

With UG

Met Ed 14630-18389

22 1/3

Met Ed GPU 14642-18392 UT CO of PA 23

EOHE

OHE

OHEOHE

OHE

OHE OHE

OHE

UT CO of PA 27

OHE

Electronic School Speed Limit Sign

Sign:

No Trucks

Sign No Trucks

Stop Sign

Sign:

W arning School Crossing

Sign:

Look Left, Right, Left Before Pulling Out

Stop SignStreet Sign Sign:

Look Left, Right, Left Before Pulling Out

Sign:

School Crossing

Sign:

No Parking

Sign:

W arning Curve

20 MPH

Signs:

South Bicycle Rte J2

End School Zone

Sign

Campus Corner

Food Mart

Signs:

North Bicycle Rte J2 Pennsylvania Byway

Sign Intersection

Sign:

North Business Rte 15 Ahead

Street Sign

Stop Sign Sign2 Hour Parking Sign2 Hour Parking

Sign:

2 Hour Parking

Sign:

Large Arrow Left

Stop Sign

Sign:

25 MPH

HARRISBURG STEET

(S.R. 3001)

NORTH STRATTON

STREET

EAST BROADW

EAST BROADWAY

SHEELY ALLEY

Paved Parking Lot

OHE

Sign:

No Trucks

OHE

CenturyLink 522 28

Inlet Type C

Grt: 500.91 Inv In: 497.34

Conc. SW

Edge of Pavement

SWLSWL

SWL

SWLSWL

Inlet Type C

Grt: 506.72 Inv In: 503.06

Inv Out: 502.94

Inlet Type C

18" SLCPP

Conc. SW

OHE

GPU 14667-18427

Conc. Curb

Conc. SW

Conc.Curb

OHE

Conc. SW

Truncated

Dome Mat

(Typ.)

Sanitary MH T/C: 510.36 Inv: 504.05

Sanitary MH

T/C: 508.47

Sanitary MH

T/C: 507.95

Inv: 504.72

Truncated Dome Mat (Typ.)

Conc. SW

Inlet

Type M

Grt: 502.45

Inv: 500.71

Inlet

Type M

Grt: 502.73

Inv (W ): 500.61

Inv (S): 500.55

Inv (E): 500.43

Inlet Type M

Grt: 505.96

Inv: 503.87

17"x13" CMP

Conc. SW

Conc. SW Conc. Curb

Conc. Curb

Conc. Curb Conc. SW

Sanitary MH

T/C: 507.08

Inv (NE): 500.62

Inv (S): 498.33

Inv (N): 497.51

Inv (W ): 497.43

IInv (E): 497.43SS

G G

Guy

Sanitary MH

T/C: 508.77

Inv (N): 503.02

Inv: 499.84 Inlet Type M

Grt: 508.25

Inv (W): 506.43

Inv (E): 506.21

Inlet Type M

Grt: 506.72

Inv (W ): 504.78

Dwelling

DwellingDwelling

Dwelling

Retail Store

Street Line

W W

W W W W W W W

W W

Legal Right of Way Line

Street Line

Conc. CurbGuy

Approx. Location

4" P-LP Gas Line

Approx. Location 4" P-MP Gas Line

Approx. Location 6" BS-HP Gas Line

Approx. Location

6" CS-HP Gas Line Approx. Location

4" BS-LP Gas Line

Approx. Location

Water Line

18" CMP

SignNo Parking

W G

G G

G G G

G G G G

G G

G G G G

G G

G G G

Conc. SW

Paved Drive

Conc. Drive

Conc. Walk

Brick W alk

Conc. W alk

Conc. Walk

510.6

510.8

510.7

507.6

507.5

507.6 507.8

509 510

509 508 507

7+00

8+00

9+00

10+00

1+95

0+00

1+00

TRUST BLOCK (TYP)

CONNECT NEW LATERAL TO

EXISTING SEWER MAIN

(TYP)

CONTRACTOR SHALL

LOCATE AND TIE INTO

EX. LATERAL (TYP)

CONNECT TO EX WATER MAIN. TEST PIT TO

DETERMINE LOCATION, DEPTH, SIZE AND MATERIAL OF

EXISTING PIPE. PROVIDE MECHANICAL JOINT

CONNECTION TO EXISTING VALVE OR SOLID SLEEVE

COUPLING IF A PIPE STUB EXISTS

W W W W W W W W W

REPLACE CONC

SIDEWALK IN KIND

CONNECT TO EX WATER MAIN. TEST PIT TO DETERMINE

LOCATION, DEPTH, SIZE AND MATERIAL OF EXISTING

PIPE. PROVIDE MECHANICAL JOINT CONNECTION TO

EXISTING VALVE OR SOLID SLEEVE COUPLING IF A PIPE

STUB EXISTS

8" x 8" x 8" Ø TEE

STA: 0+00

WATER SERVICE

STA: 0+48.83

45° BEND

STA: 00+16.64

MIN. 4'-0"

STATION

-0+25 0+00 0+50 1+00 1+50 2+00 2+25

8"Ø GATE V W/ V BOX

TO GRADE (TYP)

STA: 0+4.66

SEWER LATERAL

STA: 0+93.27

SEWER LATERAL

STA: 1+86.64

EXISTING

VALVE

BID SETJ:\

\77

\08

-C

IL\

-1

C-

3 P

&P 'S

.D W

G/ C-

3/5

/20 /20

M/ Sh irk , K eit h

PROJECT NO:

CHECKED BY:

ISSUED DATE:

SHEET NO:

DRAWN BY:

SHEET TITLE:

77520-02

LIN

, P A

, P

1 E

, P

3/2026

C-103

SITE PLAN

& PROFILE

JDM

SCALE: 1" = 40' 0 80'40'C PROFILE

SCALE: 1" = 40' 0 80'40'3 PLAN N

PROJECT NORTH

MATCH LINE

SEE

MATCH LINE

SEE C-102 C-102

MATCH LINE

SEE

MATCH LINE

SEE C-101 C-101

AutoCAD SHX Text 80'

AutoCAD SHX Text 50'

AutoCAD SHX Text 12'

AutoCAD SHX Text

SLOW

AutoCAD SHX Text

25 MPH

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

GSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

WSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

WSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

AutoCAD SHX Text 502.18

AutoCAD SHX Text

AutoCAD SHX Text Fence Post (fnd)

AutoCAD SHX Text RR Spike (fnd)

AutoCAD SHX Text 503.60

AutoCAD SHX Text 503.13

AutoCAD SHX Text 502.50

AutoCAD SHX Text 503.09

AutoCAD SHX Text T/G=501.96 Inv. In= Inv. Out=

AutoCAD SHX Text T/G=501.91 Inv. In= Inv. Out=

AutoCAD SHX Text Inv.=499.67

AutoCAD SHX Text Inv.=499.94

AutoCAD SHX Text Inv.=499.84

AutoCAD SHX Text Inv.=500.17

AutoCAD SHX Text 501.81

AutoCAD SHX Text 502.56

AutoCAD SHX Text 502.79

AutoCAD SHX Text 503.17

4" Deciduous

Met Ed 14703-18390

268-GB

Met Ed 14719-18390 31 W ith UE

OHE

Sign:

2 Hour Parking

Sign:

W arning Turn

10 MPH

Stop Sign Sign:

2 Hour Parking

SD SD SD SD SD SD SD SD SD SD SD

NORTH FOURTH STREET

Guy

OHE

SSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS

Sanitary MH T/C: 494.51 Inv (N): 488.66 Inv (W

): 488.62 Inv (S): 488.61

Conc. SW

Conc. Curb

Sanitary MH T/C: 490.21.

Inv: 485.79

SSSS

Inlet Type M

Grt: 489.8 Inv (N): 488.23

Conc. Curb Inlet

Type M Grt: 493.98

Inv (N): 492.42 Inv (W

): 491.92 Inv (S): 491.77

Conc. Curb

GPU 14720-18374

24Signs:

Speed Limit 25;

No Parking Either Side

Paved Drive Gravel Drive

Conc. Curb

Street Sign

Conc. Curb Inlet Type M

Grt: 494.23 Inv (W

): 492.70 Inv (S): 492.68

Inlet Type M Grt: 495.34 Inv (W

): 493.76 Inv (E): 493.46

21"x15" CMP 21"x15" CMP

21"x15" CMP

G G

G G G G G

GG21"x15" CMP

Dwelling

Dwelling Dwelling

Street Line

WWWWWW

Approx. Location 4" P-LP Gas Line

Approx. Location 4" P-MP Gas Line

G G

W W

Curb Depression (Typ.)

Paved Drive Paved Drive

Conc. Drive

Paved Drive

Roof Leader Drain Pipe (Typ.)

Stone Walk

Conc. Walk

Stone Walk

495W

Victor Street

N Fourth Street

Barlow Street

4'-2" R/W

24" RCP

18" RCP

SDSD

18" CMP

14707-18339 1237-GB

Co nc ret e S ide wa lk

Concrete Sidewalk

Concrete Sidewalk Concrete Sidewalk

Concrete SidewalkConcrete Sidewalk

Concrete Sidewalk

16' x 6' Culvert Box

14707-18357 743-GB

15" CMP

SD SD SD SDSD SD SD SD

15" CMP

4" PVC

15" CMP

SDSD

12" CPP

SDSD 6" PVC

16' x 6' Culvert Box

SD SD

24" RCP

492490

484484

W W W

WW W W W W

W W

PROJECT NORTH

BID SETJ:\

\77

\08

-C

IL\

-1

C-

3 P

&P 'S

.D W

G/ C-

4/5

/20 /20

M/ Sh irk , K eit h

PROJECT NO:

CHECKED BY:

ISSUED DATE:

SHEET NO:

DRAWN BY:

SHEET TITLE:

77520-02

LIN

, P A

, P

1 E

, P

3/2026

C-104

SITE PLAN

& PROFILE

JDM

SCALE: 1" = 40' 0 80'40'4 PLAN

MATCH LINE

SEE

MATCH LINE

SEE C-102 C-102

EXISTING 6"Ø

WATERMAIN

PLUG OR CUT AND PROVIDE

MJ RESTRAINED CAP AND

THRUST BLOCK

EXISTING 12"Ø

WATERMAIN

INSTALL 12"X8"

TAPPING SLEEVE

AND VALVE

INSTALL 12"X6"

TAPPING SLEEVE

AND VALVE

EXISTING 12"Ø

WATERMAIN

6"Ø DIP

INSTALL 6"Ø

INSERTION VALVE

EXISTING 6"Ø

WATERMAIN

EXISTING 12"Ø

WATERMAIN

AutoCAD SHX Text 50'

AutoCAD SHX Text

WSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

GSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text

WSO

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text 490.21

AutoCAD SHX Text

TR /SPIKE

AutoCAD SHX Text

AutoCAD SHX Text 489.60

AutoCAD SHX Text

TR /SPIKE

AutoCAD SHX Text

AutoCAD SHX Text 489.81

AutoCAD SHX Text

TR /SPIKE

AutoCAD SHX Text T/G=493.60 Inv. In W=489.31 Inv. Out S=489.27

AutoCAD SHX Text T/G=491.69 Inv. In S=489.89 Inv. Out E= 489.63

AutoCAD SHX Text Inv.=489.63

AutoCAD SHX Text Inv.=489.89

AutoCAD SHX Text Inv.=483.47

AutoCAD SHX Text T/G=489.27 Inv. In N=484.63 Inv. Out SW=484.82 Inv. Out SE=484.59

AutoCAD SHX Text Inv.=483.19

AutoCAD SHX Text 4" Deciduous

AutoCAD SHX Text 7" Deciduous

AutoCAD SHX Text 6" Deciduous

AutoCAD SHX Text 8" Deciduous

AutoCAD SHX Text 12" Deciduous

AutoCAD SHX Text T/G=488.34 Inv. In N=486.50 Inv. Out SE=485.79

AutoCAD SHX Text Inv.=485.79

AutoCAD SHX Text Inv.=486.50

AutoCAD SHX Text Inv.=485.25

AutoCAD SHX Text Inv.=485.00

AutoCAD SHX Text T/G=488.10 Inv. In NW=485.25 Inv. Out SE=485

AutoCAD SHX Text 12" Deciduous

AutoCAD SHX Text 15" Elm

AutoCAD SHX Text 489.04

AutoCAD SHX Text 490.44

AutoCAD SHX Text 490.33

AutoCAD SHX Text 490.01

AutoCAD SHX Text 489.89

AutoCAD SHX Text 490.12

AutoCAD SHX Text 490.54

AutoCAD SHX Text 3" Deciduous

AutoCAD SHX Text 6" Deciduous

AutoCAD SHX Text 9" Deciduous

AutoCAD SHX Text Inv.=481.72

AutoCAD SHX Text 489.78

AutoCAD SHX Text 490.02

AutoCAD SHX Text 489.87

AutoCAD SHX Text 489.79

AutoCAD SHX Text T/Rim=488.78 Inv. In N=483.86 Inv. Out SE=483.85

AutoCAD SHX Text 489.92

AutoCAD SHX Text 489.61

AutoCAD SHX Text 489.11

AutoCAD SHX Text 488.71

AutoCAD SHX Text 12" Deciduous

AutoCAD SHX Text 14" Deciduous

AutoCAD SHX Text 9" Deciduous

AutoCAD SHX Text 488.58

AutoCAD SHX Text 488.50

AutoCAD SHX Text 488.67

AutoCAD SHX Text 488.01

AutoCAD SHX Text 489.73

AutoCAD SHX Text 490.10

AutoCAD SHX Text 489.79

AutoCAD SHX Text 488.89

AutoCAD SHX Text 488.16

AutoCAD SHX Text 48" Deciduous

AutoCAD SHX Text 3" Deciduous

AutoCAD SHX Text Stump

AutoCAD SHX Text 488.52

AutoCAD SHX Text Inv.=485.01

AutoCAD SHX Text 490.56

AutoCAD SHX Text 491.17

AutoCAD SHX Text 24" Deciduous

AutoCAD SHX Text 490.08

AutoCAD SHX Text 489.49

AutoCAD SHX Text 490.15

AutoCAD SHX Text 490.91

AutoCAD SHX Text T/Rim=490.16 Inv. In N=485.78 Inv. Out S=485.77

AutoCAD SHX Text T/G=489.41 Inv. In N=487.80 Inv. Out S=487.74

AutoCAD SHX Text Inv.=487.74

AutoCAD SHX Text Inv.=487.80

AutoCAD SHX Text Inv.=488.08

AutoCAD SHX Text Inv.=488.51

AutoCAD SHX Text Inv.=488.13

AutoCAD SHX Text T/G=489.79 Inv. In N=488.13 Inv. In W=488.51 Inv. Out S=488.08

AutoCAD SHX Text 2" Deciduous

AutoCAD SHX Text 489.78

AutoCAD SHX Text 490.11

AutoCAD SHX Text 490.14

AutoCAD SHX Text 490.15

AutoCAD SHX Text 490.60

AutoCAD SHX Text 6" Evergreen

AutoCAD SHX Text 2" Deciduous

AutoCAD SHX Text 24" Deciduous

AutoCAD SHX Text 9" Deciduous

AutoCAD SHX Text 12" Deciduous

AutoCAD SHX Text 6" Deciduous

AutoCAD SHX Text 15" Deciduous

AutoCAD SHX Text 18" Deciduous

AutoCAD SHX Text 12" Deciduous

AutoCAD SHX Text 488.96

AutoCAD SHX Text 488.81

AutoCAD SHX Text 488.17

AutoCAD SHX Text 486.31

AutoCAD SHX Text 488.34

AutoCAD SHX Text 489.60

AutoCAD SHX Text 489.50

AutoCAD SHX Text 488.23

AutoCAD SHX Text 486.69

AutoCAD SHX Text 485.96

AutoCAD SHX Text 487.17

AutoCAD SHX Text 489.08

AutoCAD SHX Text 487.06

AutoCAD SHX Text 486.35

AutoCAD SHX Text 485.08

AutoCAD SHX Text 488.46

AutoCAD SHX Text Inv.=481.15

AutoCAD SHX Text 490.71

AutoCAD SHX Text 490.38

AutoCAD SHX Text 490.83

AutoCAD SHX Text 491.22

AutoCAD SHX Text 493.75

AutoCAD SHX Text 491.24

AutoCAD SHX Text 491.66

AutoCAD SHX Text E" Locust

AutoCAD SHX Text 12" Deciduous

AutoCAD SHX Text 490.02

AutoCAD SHX Text 489.70

AutoCAD SHX Text 494.43

AutoCAD SHX Text 495.08

AutoCAD SHX Text 495.25

AutoCAD SHX Text 12" Deciduous

AutoCAD SHX Text 494.26

AutoCAD SHX Text 494.53

AutoCAD SHX Text 494.65

AutoCAD SHX Text 492.72

AutoCAD SHX Text 492.58

AutoCAD SHX Text 493.02

AutoCAD SHX Text 493.03

AutoCAD SHX Text 493.35

AutoCAD SHX Text 493.30

AutoCAD SHX Text 493.57

AutoCAD SHX Text 493.47

AutoCAD SHX Text 493.65

AutoCAD SHX Text 493.61

AutoCAD SHX Text 494.79

AutoCAD SHX Text 3" Deciduous

AutoCAD SHX Text Inv.=484.63

AutoCAD SHX Text Inv.=484.59

AutoCAD SHX Text Inv.=484.82

AutoCAD SHX Text 491.19

AutoCAD SHX Text 490.41

AutoCAD SHX Text 490.40

AutoCAD SHX Text 490.93

AutoCAD SHX Text 18" Deciduous

AutoCAD SHX Text 484.26

AutoCAD SHX Text 9" Deciduous

AutoCAD SHX Text 12" Deciduous

AutoCAD SHX Text 24" Evergreen

AutoCAD SHX Text 9" Deciduous

AutoCAD SHX Text 487.20

AutoCAD SHX Text 487.02

AutoCAD SHX Text 486.52

AutoCAD SHX Text 486.26

AutoCAD SHX Text 486.76

AutoCAD SHX Text 487.08

AutoCAD SHX Text 488.93

AutoCAD SHX Text 489.94

AutoCAD SHX Text 15" Deciduous

AutoCAD SHX Text 12" Deciduous

AutoCAD SHX Text 18" Deciduous

AutoCAD SHX Text 492.11

AutoCAD SHX Text 494.51

AutoCAD SHX Text 494.44

AutoCAD SHX Text 494.24

AutoCAD SHX Text 491.53

AutoCAD SHX Text 492.09

AutoCAD SHX Text 492.73

AutoCAD SHX Text 15" Deciduous

AutoCAD SHX Text 48" Deciduous

AutoCAD SHX Text 493.55

AutoCAD SHX Text 494.15

AutoCAD SHX Text 494.80

AutoCAD SHX Text 495.35

AutoCAD SHX Text Inv.=485.

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 25, 2026.