10-- Drawings - FINAL.pdf

PDF 8 MB Posted Nov 2, 2026

Attached to: Fairmont Plaza Development
Solicitation number: Not on record
Issued by: Wyoming County, Pennsylvania

About this file

Written by GovTribe AI · Nov 2, 2026

This document is a set of construction drawings and specifications for the Revitalization of Youngsville project in Youngsville Borough, Warren County, Pennsylvania, prepared by Larson Karle Architects. The project involves the development of Fairmont Plaza, located at East Main Street and Railroad Street in Youngsville, and includes construction of a public plaza, elevated stage with stairs and ramp, pedestrian walkways, parking area, site lighting, utilities, electrical infrastructure, landscaping, and related site improvements. The drawings indicate an area of approximately 4,625.9 square feet and are dated October 15, 2026, with revisions through October 28, 2026. The project scope encompasses demolition of existing structures and site elements, grading and drainage coordination, installation of concrete and brick paving, ADA-compliant accessibility features including detectable warning pavers and accessible parking, landscape planting and mulching, temporary erosion and sediment control measures, electrical service with a 200-amp single-phase 120/240-volt distribution system, and site furnishings including benches, tables, bike racks, and litter receptacles. The general contractor is responsible for securing all necessary permits, coordinating with utility companies, managing demolition, and ensuring compliance with all federal, state, and local codes.

The electrical system includes a pad-mounted meter pedestal with main disconnect and distribution panel, power pedestals for food truck and performer areas with various receptacle configurations, pole-mounted lighting fixtures (both single and double-head units), and underground conduit runs at 36 inches minimum depth with 6-inch sand envelopes. All work must comply with the 2020 National Electrical Code, Pennsylvania Department of Transportation standards, and local ordinances. The project involves coordination with Youngsville Borough, which will relocate an existing water line and approve various aspects of the development. Site furniture, including benches and tables from Keystone Ridge Designs, is to be purchased by Youngsville Borough and installed by the general contractor. The contractor must manage erosion and sediment control throughout construction, maintain weekly BMP inspections, and achieve permanent stabilization with 70 percent vegetative cover in disturbed areas. Contaminated soil encountered during demolition is the owner's responsibility, and all waste materials must be legally disposed of off-site. The project documents indicate this is a 100 percent submission as of October 2026.

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FAIRMONT PLAZA

E Main & Railroad St.

Youngsville PA 16371

2026.10.15

24073

DXS

ARCHITECTURE • INTERIOR DESIGN

LANDSCAPE ARCHITECTURE • SPACE PLANNING

Sheet Number

Drawn By

Project Number

Date

Title

Warren 3 Farm Colony Drive • Warren, PA 16365

814 • 728 • 6010

Pittsburgh 1601 Marys Ave., Suite 2G-8 • Pittsburgh, PA 15215

412 • 904 • 1553

Erie 1946 W. 26th St., Suite 38 • Erie, PA 16508

814 • 453 • 7607

100% SUBMISSION

Project

October 15, 2026 - 9:28am

No. Date Name

ADDENDUMS

COVER SHEET

CS01

1. ALL WORK SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE AND LOCAL

CODES AND ORDINANCES HAVING JURISDICTION.

2. ALL EXISTING DIMENSIONS AND CONDITIONS SHALL BE CHECKED AND VERIFIED

BY ALL TRADES AT THE SITE. ANY DISCREPANCIES BETWEEN EXISTING

CONDITIONS AND CONDITIONS AS DEPICTED OR IMPLIED BY THE DRAWINGS

SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CONSIDERATION

AND CLARIFICATION. NO ADDITIONAL COMPENSATION SHALL BE PAID TO ANY

CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO SUCH DISCREPANCIES

IF THE REQUIRED NOTIFICATION HAS NOT BEEN GIVEN.

3. ANY AND ALL DEVIATIONS FROM THE CONTRACT DOCUMENTS SHALL HAVE

WRITTEN APPROVAL BY THE ARCHITECT PRIOR TO BEING EXECUTED BY ANY

SUB-CONTRACTOR, VENDOR OR SUPPLIER.

4. OVERLAPPING/CONFLICTING REQUIREMENTS: MOST STRINGENT APPLIES AND

WILL BE ENFORCED, UNLESS MORE DETAILED LANGUAGE WRITTEN DIRECTLY

INTO CONTRACT DOCUMENTS CLEARLY INDICATES THAT A LESS STRINGENT

REQUIREMENT IS ACCEPTABLE. REFER UNCERTAINTIES TO THE LANDSCAPE

ARCHITECT/ENGINEER FOR DECISION BEFORE PROCEEDING. THIS PROVISION

APPLIES TO CONFLICTS BETWEEN THE DRAWINGS AND SPECIFICATIONS.

5. STRUCTURAL WORK: DO NOT CUT AND PATCH STRUCTURAL WORK IN SUCH A

MANNER RESULTING IN A REDUCTION IN LOAD CARRYING CAPACITY OR

LOAD/DEFLECTION RATIO. SUBMIT PROPOSAL AND REQUEST, AND OBTAIN

ARCHITECT'S/ENGINEER'S APPROVAL BEFORE PROCEEDING WITH CUT AND

PATCH OF STRUCTURAL WORK.

6. ALL CONTRACTORS AND MANUFACTURERS TO COORDINATE ALL DIMENSIONS

CONCERNING STRUCTURAL FOUNDATIONS AND THEIR RELATIONSHIP TO

UTILITY/SEWER LINES PRIOR TO FABRICATION AND CONSTRUCTION.

7. MANUFACTURER'S INSTRUCTIONS: COMPLY WITH MANUFACTURER'S

INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS, TO THE EXTENT THAT

THEY ARE MORE STRINGENT THAN REQUIREMENTS IN THE CONTRACT

DOCUMENTS.

8. ATTACHMENT: PROVIDE ALL ATTACHMENT AND CONNECTION DEVICES AND

METHODS NECESSARY FOR SECURING EACH CONSTRUCTION ELEMENT.

ALLOW FOR EXPANSION AND BUILDING MOVEMENT.

9. THE PROJECT SPECIFICATION MANUAL INCLUDING BIDDING, CONTRACT

REQUIREMENTS, AND CONTRACT SPECIFICATIONS ARE PART OF THESE

CONSTRUCTION DOCUMENTS.

10. ALL WORK ON THESE DRAWINGS IS TO BE CONSIDERED NEW UNLESS NOTED

OTHERWISE.

11. DO NOT SCALE DRAWINGS.

13. SIGNAGE SHALL BE PROVIDED AND PERMITTED UNDER SEPARATE CONTRACT.

ELECTRICAL ENGINEER

3 FARM COLONY DRIVE

WARREN, PA 16365

LARSON KARLE ARCHITECTS

LANDSCAPE ARCHITECT

PH. (814) 728-6010

PROJECT COORDINATOR

REVITALIZATION OF YOUNGSVILLE

CS01 COVER SHEET

0000 SURVEY

C101 EXISTING CONDITIONS / DEMOLITION PLAN

C102 SITE LAYOUT PLAN

C103 SITE GRADING PLAN

C105 LANDSCAPE PLAN

C501 SITE DETAILS

C701 TEMPORARY CONTROL MEASURES

E101 ELECTRICAL SITE PLAN

E102 SCHEDULES AND DETAILS

GENERAL NOTES:DRAWING LIST:

PROJECT DIRECTORY:

LOCATION MAP:

Fairmont Plaza - E Main St & Railroad St Youngsville, PA, 16371 - Youngsville Borough

J.M. VEROSTKO, INC.

281 SALT SPRINGS RD

YOUNGSTOWN, OH 44509

PH. (330) 799-1339

OWNER:

YOUNGSVILLE BOROUGH

40 RAILROAD STREET

YOUNGSVILLE, PA 16371

PH. (814) 563-4604

40 RAILROAD STREET

YOUNGSVILLE, PA 16371

PH. (814) 563-4604

PROJECT LOCATION

S2 1°

N68° 45' 52"W

39.25'

N68° 45' 52"W

90.50'

N68° 45' 52"W

52.17'

N2 1°

.6 7'

S68° 45' 52"E52.17'

S2 1°

N68° 45' 52"W

39.25'

N68° 45' 52"W

35.50'

N/F

YOUNGSVILLE BOROUGH

YV-675 3188

INSTR# 202601317

AREA = 4,625.9 FT2

N/F

CATHERINE G. BROWN

YV-675 3421

RB 2943 PG 333

N/F

LON & SANDRA GOUAK

YV-675 3179

RB 2892 PG 329

N/F

CATHERINE G. BROWN

YV-675 3178

RB 1534 PG 304

SAN

TOP=1199.9

INV OUT NW=1197.5

TOP=1200.1

INV IN SE=1197.2

INV OUT NE=1197.1

MH-STORM

TOP=1199.8

INACCESSIBLE

TOP=1199.7

INV IN SE=1196.2

INV IN SW=1197.1

INV OUT NW=1196.2

TOP=1199.2

INV IN NE=1196.7

INV OUT NW=1196.7

MH-SANITARY

TOP=1200.5

INV=1194.5

TOP=1200.2

INV OUT SW=1198.4

TOP=1200.2

INV IN NW=1198.0

INV OUT NW=1197.3

CROSSWALK

WV WV

CBX

UP51981

UP51982

APARTMENT

BUILDING

COMMERCIAL

BUILDING

GRAVEL

LOT

SIDEWALK

EAST MAIN STREET (60' R/W)

(5 0'

R /W

NORTH CENTER STREET

FORD STREET UP51980

OHE

CATV

1201.00

1200.00

1201.00

GRID NORTH

I, P. TODD HENDRICKS, DO HEREBY CERTIFY

THAT I AM A REGISTERED PROFESSIONAL LAND

SURVEYOR IN THE STATE OF PENNSYLVANIA,

THAT THIS PLAT REPRESENTS A SURVEY

COMPLETED BY ME, AND THAT THE MONUMENTS

SHOWN HEREON EXIST AND THEIR LOCATION,

TYPE, AND MATERIAL ARE ACCURATELY SHOWN.

P. TODD HENDRICKS PLS

DATE : _______________________________

** THIS SURVEY WAS

COMPLETED WITHOUT THE

BENEFIT OF A TITLE ABSTRACT

AND IS THEREFORE SUBJECT TO

FACTS THAT A TITLE ABSTRACT

MAY DISCLOSE ** SEPTEMBER 4, 2026

SITE

THIS MAP WAS PREPARED USING A GLOBAL POSITIONING SYSTEM (GPS) AND THE

OBSERVATIONS WERE PERFORMED TO THE GEOSPATIAL POSITIONING ACCURACY

STANDARDS FOR GEODETIC NETWORKS AT THE 0.030 METER ACCURACY

CLASSIFICATION (95% CONFIDENCE) USING A COMBINATION OF STATIC GPS,

KEYNETGPS (A TRIMBLE VRS NETWORK), AND TRADITIONAL POSITIONING METHODS.

DATUM

HORIZONTAL - US STATE PLANE PA NORTH ZONE (NAD 83)

VERTICAL - NAVD 88

A SITE DEVELOPMENT PLAN AND BOUNDARY

SURVEY FOR

REVITALIZATION OF

YOUNGSVILLE ASSOC.

LOCATION MAP

Scale 1" = 10 ft

10010

YOUNGSVILLE, PA QUADRANGLE

1"=2000FT

315 SECOND AVE. SUITE 801

WARREN, PA 16365

814-706-8009

WWW.PTHSURVEYORS.COM

118 EAST MAIN STREET

YOUNGSVILLE BORO

WARREN COUNTY

PENNSYLVANIA

SCALE : 1" = 10 FT

TAX ID # : YV-675 3188

POINT FILE : ROY-1.txt

DATE : MARCH 25, 2025

REVISION: TRANSFER OF OWNERSHIP 9-4-26

BY : T. HENDRICKS

FOUND IRON PIPE / ROD

POWER POLE

POINT

SET CAPPED REBAR / MAGNAIL/DRILL HOLE

LEGEND

SERIAL NUMBER

20250703131

SAN

OHE

SANITARY SEWER LINE

OVERHEAD ELECTRIC LINE

(D)

CB CATCH BASIN

FIRE HYDRANT

STORM MANHOLE

UTILITY POLE

PER DEED DESCRIPTION

STORM SEWER LINEV

SANITARY MANHOLE

GAS METER

G GAS LINE

LP LIGHT POLE

ELECTRIC METEREM

AND PUBLIC UTILITIES ARE AVAILABLE IN THE

** VISIBLE ABOVE GROUND EVIDENCE OF STORM SEWER

** UTILITIES TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION

FACILITIES, TELEPHONE, GAS AND ELECTRIC SERVICES

YOUNGSVILLE, PA 16371

118 EAST MAIN STREET

** ADDRESS AT THESE LOCATIONS:

GENERAL NOTES

** ZONING CLASSIFICATION: C-1 COMMERCIAL

** ZONING REQUIREMENTS: YOUNGSVILLE BORO

FRONT SETBACK = 5' IF R/W IS <60FT

SIDE SETBACK = NONE

MAX LOT COVERAGE (STRUCTURES) = 85%

** CONTOUR INTERVAL IS 1 FOOT.

LOCATIONS INDICATED THEREON.

PENNSYLVANIA ONE CALL SYSTEM, INC.

KARL AUTOMATED RESPONSE SERVICE

Excavator: P T H SURVEYORS Telephone #: 814-706-8009 Caller: TODD HENDRICKS Fax #:

E-Mail: TODD@PTHSURVEYORS.COM

Serial Number 20250703131 at the following location:

County: WARREN Municipality: YOUNGSVILLE BORO Address: 118 EAST MAIN STREET Nearest Intersection: RAILROAD STREET Second Intersection: N CENTER STREET Location Information:

has been responded to through Pennsylvania One Call System by these facility owners in the following manner:

UTILITY

RESPONSE

Facility Owner Note:

NATIONAL FUEL GAS DIST RC 314 (NDK)

083- ENGINEERING COMPLETED. A PDF FILE OR MARKED UP PLANS WERE

SENT TO THE REQUESTOR.

PENNSYLVANIA ELECTRIC CO (LV)

083- ENGINEERING COMPLETED. A PDF FILE OR MARKED UP PLANS WERE

SENT TO THE REQUESTOR.

VERIZON PENNSYLVANIA LLC (FE)

083- ENGINEERING COMPLETED. A PDF FILE OR MARKED UP PLANS WERE

SENT TO THE REQUESTOR.

YOUNGSVILLE BOROUGH (YVB)

003- FIELD MARKED.

YOUNGSVILLE TELEVISION CORPORATION (YTV)

001- CLEAR. NO FACILITIES OR FACILITIES NOT INVOLVED BASED ON

TICKET INFORMATION.

PA ONE CALL RESPONSE

CABLE BOXCBX

T R

U E

N/F

YOUNGSVILLE BOROUGH

YV-675 3188

INSTR# 202601317

AREA = 4,625.9 FT2

GRAVEL LOT

SIDEWALK

N/F

CATHERINE G. BROWN

YV-675 3421

RB 2943 PG 333

N/F

LON & SANDRA GOUAK

YV-675 3179

RB 2892 PG 329

N/F

CATHERINE G. BROWN

YV-675 3178

RB 1534 PG 304

TOP=1199.9

INV OUT NW=1197.5

TOP=1200.1

INV IN SE=1197.2

INV OUT NE=1197.1

MH-STORM

TOP=1199.8

INACCESSIBLE

TOP=1199.7

INV IN SE=1196.2

INV IN SW=1197.1

INV OUT NW=1196.2

TOP=1199.2

INV IN NE=1196.7

INV OUT NW=1196.7

MH-SANITARY

TOP=1200.5

INV=1194.5

TOP=1200.2

INV OUT SW=1198.4

TOP=1200.2

INV IN NW=1198.0

INV OUT NW=1197.3

CROSSWALK

C R

SSW

ALK

LP LP

UP51981UP51982

APARTMENT BUILDING

COMMERCIAL BUILDING

N S

T (6

0' R

RAILROAD STREET (50' R/W)

N O

UP51980

SA ST

> > > > > > >SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

G G

CBX

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 OHE OHE OHE OHE OHE OHE OHE OHE OHE

O H

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CATV

PROTECT EXISTING

CURB TO REMAIN

PROTECT EXISTING

BRICK TO REMAIN

CURB TO REMAIN REMOVE CURB

REMOVE AND

SALVAGE

EXISTING BRICK

N O

W O

R K

C U

R B

FAIRMONT PLAZA

E Main & Railroad St.

Youngsville PA 16371

2026.10.15

24073

DXS

ARCHITECTURE • INTERIOR DESIGN

LANDSCAPE ARCHITECTURE • SPACE PLANNING

Sheet Number

Drawn By

Project Number

Date

Title

Warren 3 Farm Colony Drive • Warren, PA 16365

814 • 728 • 6010

Pittsburgh 1601 Marys Ave., Suite 2G-8 • Pittsburgh, PA 15215

412 • 904 • 1553

Erie 1946 W. 26th St., Suite 38 • Erie, PA 16508

814 • 453 • 7607

100% SUBMISSION

Project

October 15, 2026 - 9:29am

No. Date Name

ADDENDUMS

GENERAL NOTES:

EXISTING CONDITIONS/

DEMOLITION PLAN

C101

1. ALL WORK TO BE ACCOMPLISHED IN STRICT ACCORDANCE WITH ALL LOCAL

ORDINANCES, CITY OR STATE.

2. WITHIN THE SUBJECT PROPERTY, THE INTENT IS TO HAVE A CLEAN, CLEAR SITE, FREE

OF ALL EXISTING ITEMS NOTED TO BE REMOVED IN ORDER TO PERMIT THE

CONSTRUCTION OF THE NEW PROJECT.

3. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION AND SECURING ALL

REQUIRED PERMITS, UTILITIES, ETC.

4. COORDINATE ALL UTILITIES WHETHER SHOWN OR NOT.

5. FOR ALL ITEMS NOTED TO BE REMOVED - REMOVE NOT ONLY THE ABOVE GROUND

ELEMENTS, BUT ALL UNDERGROUND ELEMENTS AS WELL. INCLUDING BUT NOT

NECESSARILY LIMITED TO: FOUNDATIONS, GRAVEL FILLS, TREE ROOTS, OLD PIPE, ETC.

6. BACKFILL ALL EXCAVATIONS RESULTING FROM THE DEMOLITION WORK TO MEET THE

REQUIREMENTS OF THE SPECIFICATIONS.

7. DEMOLITION CONTRACTOR TO SUPPLY ALL SAFETY FENCING, BARRICADES, SIGNAGE,

DUST CONTROL, ETC., IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS.

8. CONTAMINATED SOIL IS N.I.C. SHOULD HAZARDOUS MATERIALS BE ENCOUNTERED

DURING DEMOLITION, IMMEDIATELY NOTIFY OWNER. OWNER WILL PROVIDE DIRECTION

FOR THE REMOVAL OF CONTAMINATED MATERIALS SO AS TO COMPLY WITH

APPLICABLE REGULATIONS, LAWS AND ORDINANCES CONCERNING REMOVAL,

HANDLING AND PROTECTION AGAINST EXPOSURE OR ENVIRONMENTAL POLLUTION.

9. TRANSPORT MATERIALS REMOVED FROM DEMOLISHED STRUCTURES OFF SITE AND

LEGALLY DISPOSE OF. BURNING OF MATERIALS FROM DEMOLISHED STRUCTURES WILL

NOT BE PERMITTED ON SITE.

10. REMOVE ALL MISCELLANEOUS ITEMS SUCH AS HANDICAP SIGNS, LOT LIGHTING,

DIRECTIONAL SIGNS, ETC., IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS.

1/8"=1'-0"

PROTECT / REPAIR EXISTING BRICK PAVING BAND.

SAW CUT & REMOVE EXISTING CONCRETE.

REMOVE EXISTING PIER & UNDERGROUND ELEMENTS.

EXISTING WARNING PAVER & ACCESS TO BE REPAIRED / REPLACED.

PROTECT EXISTING UTILITY.

DEMOLITION KEY:

REMOVE EXISTING LANDSCAPING, TOPSOIL, GRAVEL, ETC. AND PREP AREA AS

NECESSARY. (see C102)

COORDINATE RELOCATION OF EXISTING WATER LINE WITH BOROUGH. (BOROUGH TO

RELOCATE)

INDICATES DEMOLISHED SIDEWALK ELEMENTS. REFER TO DEMOLITION KEY.

AutoCAD SHX Text 1199.69

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AutoCAD SHX Text 1200.80

AutoCAD SHX Text 1200.48

AutoCAD SHX Text 1200.35

AutoCAD SHX Text 1199.57

AutoCAD SHX Text 1199.62

AutoCAD SHX Text 1199.78

AutoCAD SHX Text 1200.10

AutoCAD SHX Text 1200.29

AutoCAD SHX Text 1200.72

AutoCAD SHX Text 1200.34

AutoCAD SHX Text 1200.15

AutoCAD SHX Text 1199.60

AutoCAD SHX Text 1199.41

AutoCAD SHX Text 1199.33

AutoCAD SHX Text 1199.29

AutoCAD SHX Text 1199.41

AutoCAD SHX Text 1199.39

AutoCAD SHX Text 1199.19

AutoCAD SHX Text 1199.81

AutoCAD SHX Text 1199.92

AutoCAD SHX Text 1200.16

AutoCAD SHX Text 1200.28

AutoCAD SHX Text 1199.96

AutoCAD SHX Text 1200.08

AutoCAD SHX Text 1199.81

AutoCAD SHX Text 1200.08

AutoCAD SHX Text 1200.29

AutoCAD SHX Text 1200.49

AutoCAD SHX Text 1200.42

AutoCAD SHX Text 1200.64

AutoCAD SHX Text 1200.75

AutoCAD SHX Text 1200.59

AutoCAD SHX Text 1200.90

AutoCAD SHX Text 1200.81

AutoCAD SHX Text 1200.85

AutoCAD SHX Text 1200.61

AutoCAD SHX Text 1200.18

AutoCAD SHX Text 1200.73

AutoCAD SHX Text 1200.64

AutoCAD SHX Text 1201.20

AutoCAD SHX Text 1200.23

AutoCAD SHX Text 1200.15

AutoCAD SHX Text

AutoCAD SHX Text 1200.18

AutoCAD SHX Text 1200.24

AutoCAD SHX Text 1200.25

AutoCAD SHX Text

' (F

'23

' (F

CL 41'

35' ±19.45'

(TO FACE OF CURB)

19'

.5'

R2 2'

R9'

R8'

R9'

5' 5'

R10'

60°

2.25' 5.25'

3.66'

±11.28'

R13'

10.5' ±15.56'

4.7 8'

2.37'

2.33' 2.33'

4.53'

2.37'

2.56'

2.33' 2.33'

4.78'

CROSSWALK

C R

SSW

ALK

COMMERCIAL BUILDING

N S

T (6

0' R

RAILROAD STREET (50' R/W)

SA ST

CBX

7 9

2' 4'

3.5

2.5'

3.25'

1 2

BEGIN NEW CURB

(3)

CURB TRANSITION, TYP.

±13.28'7.5' 17.89' ±19.45'

.25

±9 .33

T R

U E

FAIRMONT PLAZA

E Main & Railroad St.

Youngsville PA 16371

2026.10.15

24073

DXS

ARCHITECTURE • INTERIOR DESIGN

LANDSCAPE ARCHITECTURE • SPACE PLANNING

Sheet Number

Drawn By

Project Number

Date

Title

Warren 3 Farm Colony Drive • Warren, PA 16365

814 • 728 • 6010

Pittsburgh 1601 Marys Ave., Suite 2G-8 • Pittsburgh, PA 15215

412 • 904 • 1553

Erie 1946 W. 26th St., Suite 38 • Erie, PA 16508

814 • 453 • 7607

100% SUBMISSION

Project

October 15, 2026 - 9:29am

No. Date Name

ADDENDUMS

4" CONCRETE SIDEWALK, dtl. 4/C501

GENERAL NOTES: LAYOUT KEY:

5" CONCRETE SIDEWALK, dtl. 5/C5012 TYPICAL EXTERIOR SLAB JOINTS, dtl. 6/C5013 6" CONCRETE CURB, dtl. 7/C501 (match existing profile).4 DETECTABLE WARNING MAT, dtl. 8/C5015

YOUNGSVILLE CONCRETE & BRICK, dtl. 3/C5019

PAINTED INTERNATIONAL SYMBOL OF ACCESSIBILITY11

ELECTRICAL METER & PANEL, SEE ELECT. PLANS17

HOSE BIB., BY CITY18

PAVER ON STONE BASE, dtl. 9/C5016 PAVER ON CONCRETE, dtl. 10/C501 ("Y" PATTERN) 7

ELECTRICAL PEDESTAL (FOR STAGE), SEE ELECT. PLANS15

FLOOD PLAIN NOTE

SITE LAYOUT PLAN

C102

1. THE BASE FLOOD ELEVATION SHOWN ON THE FEMA MAP FOR THE

100 YEAR FLOOD ZONE IS 987.

2. AREA DETERMINED TO BE IN ZONE AE.

GENERAL

1. G.C. SHALL VISIT SITE, VERIFY ALL CONDITIONS AND ACQUAINT THEMSELVES WITH

LOCAL REQUIREMENTS PRIOR TO SUBMITTING THEIR BID. NOTIFY ARCHITECT IF ANY

CONDITIONS OR REQUIREMENTS REVEAL ADDITIONAL OR CONTRARY INFORMATION TO

THAT SHOWN ON THE DRAWINGS OR LISTED IN THE SPECIFICATIONS.

2. ALL WORK SHOWN IS BY G.C. UNLESS NOTED OTHERWISE.

3. ALL ANGLES ARE 90° UNLESS NOTED OTHERWISE.

PERMITS, FEES, INSPECTIONS

1. G.C. SHALL SECURE ALL NECESSARY BUILDING PERMITS AND ARRANGE FOR ALL

REQUIRED INSPECTIONS. THE OWNER SHALL PAY FOR BUILDING PERMIT AND

INSPECTION FEES.

SITE LIGHTING AND SIGNAGE

1. G.C. SHALL PROVIDE ALL WORK, INCLUDING TRENCHING AND BACKFILL AND ALL

MATERIALS, INCLUDING BASES, CONDUIT AND WIRING NECESSARY TO COMPLETE THE

INSTALLATION OF ALL SITE SIGNAGE.

1/4"=1'-0"

NEW BENCHES: (2 TOTAL)

PULLMAN BENCH WITH BACK (4 ft.)

PRODUCT #: S-PU024 COLOR: MATTE BLACK

LENGTH: 49"

WIDTH: 28"

HEIGHT: 34"

WEIGHT: 135 lbs OPTIONS: Standard Bolt Down Foot

NEW TABLES:(3 TOTAL)

PENN TABLE WITH CURVED SEATS (60 in.)

PRODUCT #: S-PN06-CA2N-RD60XX0

COLOR: MATTE BLACK

LENGTH: 92 1/2"

WIDTH: 73 13/16"

TABLE WIDTH: 60"

HEIGHT: 30"

SEAT HEIGHT: 17 1/4" [@ lip] WEIGHT: 500 lbs.

FURNITURE INDEX:

***All site furniture is to be purchased by the Youngsville Borough and installed by G.C.***

KEYSTONE RIDGE DESIGNS

670 Mercer Road Butler, PA 16001

1-800-284-1253 www.keystoneridgedesigns.com

BENCH, SEE FURNITURE INDEX19

12 4" PAINTED PARKING STRIPE - HANDICAP BLUE

13 4" PAINTED PARKING STRIPE - STANDARD WHITE

TABLE & SEAT, SEE FURNITURE INDEX20

TRASH RECEPTACLE, SEE FURNITURE INDEX21

BIKE RACK, dtl. 13/C50122 BICYCLE REPAIR STATION, dtl. 12/C50123

LITTER RECEPTACLES: (3 TOTAL)

HARMONY LITTER RECEPTACLE

PRODUCT #: S-HA03-32A-RD

COLOR: MATTE BLACK

LENGTH: 49"

WIDTH: 28"

HEIGHT: 34"

WEIGHT: 135 lbs OPTIONS: Standard Bolt Down Foot

PAVER ON CONCRETE, dtl. 10/C501 (EXIST. PATTERN) 8

ELEVATED CONCRETE STAGE/STAIR/RAMP, dtl. 1/C501

LIGHT STANDARD, SEE ELECT.

DRAWINGS FOR FIXTURE TYPE & DETAIL.

16 ELECTRICAL PEDESTAL (FOR FOOD TRUCKS),

SEE ELECT. PLANS

VAN ACCESSIBLE ADA SIGN, dtl. 11/C50124

DCNR PROJECT SIGN, VERIFY ALL REQUIREMENTS 25

WAYFINDING SIGN, BY OTHERS, SEE ELECT. PLANS26

FAIRMONT PLAZA SIGN, BY OTHERS, SEE ELECT. PLANS27

LANDSCAPING, SEE C10528

W/ DCNR, BY OWNER

AutoCAD SHX Text

TOP=1200.1

INV IN SE=1197.2

INV OUT NE=1197.1

MH-STORM

TOP=1199.8

INACCESSIBLE

TOP=1199.7

INV IN SE=1196.2

INV IN SW=1197.1

INV OUT NW=1196.2

MH-SANITARY

TOP=1200.5

INV=1194.5

SA ST

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

N WV

G G

CBX

1201.30

MEET

FLUSH

1.3%

1201.50

1201.30 1201.30

1203.19 1%

1203.20

TS: 1203.02

1203.02

1:1

BS: 1201.52

1.8%

TS: 1203.02 1.9%

BS: 1201.52

1.8%

1201.11

TS: 1203.02

BS: 1201.52

1200.91

MEET

FLUSH

4.5%

1201.43

1200.89

1201.29

1201.36

1201.13 1201.05

1200.90

1200.83

1200.77

1200.94 1.9%

1200.92

1.5

1200.78

1200.73 1.9%

1200.65

1200.62

1200.00

1200.59

1200.43

1.9%

ATCH

1200.37

1200.50

T: 1200.34

1202.12

BS: 1202.85

1201.50

1201.10

1202.75

1201.20

1201 1201

MEET

FLUSH

EX:1201.26

EX 5%

EX:1200.61

EB: 1199.96

T: 1200.29

EB: 1199.88

T: 1200.21

EB: 1199.80

T: 1200.13

1201.05

1200.85

1200.65

4.3%

3.7%

2.8% EB: 1199.77

T: 1200.10

1.9% EB: 1199.74

T: 1200.07

EB: 1199.73

T: 1200.06

2% EB: 1199.72

T: 1200.05

1200.37

2.1% EB: 1199.71

T: 1200.04

1200.37 2%

EB: 1199.71

1199.95

EB: 1199.71

T: 1200.04

1199.95

T: 6" ABOVE EX. GRADE

T: 1200.17

1199.95

3.2%

1200.05

EB EB

T: 1200.04

1199.95

6.9% 1200.05

2% 1.25%

3.2%

T R

U E

FAIRMONT PLAZA

E Main & Railroad St.

Youngsville PA 16371

2026.10.15

24073

DXS

ARCHITECTURE • INTERIOR DESIGN

LANDSCAPE ARCHITECTURE • SPACE PLANNING

Sheet Number

Drawn By

Project Number

Date

Title

Warren 3 Farm Colony Drive • Warren, PA 16365

814 • 728 • 6010

Pittsburgh 1601 Marys Ave., Suite 2G-8 • Pittsburgh, PA 15215

412 • 904 • 1553

Erie 1946 W. 26th St., Suite 38 • Erie, PA 16508

814 • 453 • 7607

100% SUBMISSION

Project

October 26, 2026 - 3:19pm

No. Date Name

ADDENDUMS

GRADING AND DRAINAGE NOTES: ABBREVIATIONS: SITE GRADING PLAN

C103

T : TOP

B : BOTTOM

EB: EXISTING BOTTOM

TB: TOP OF BASE

TW: TOP OF WALL

BW: BOTTOM OF WALL

TS: TOP OF STEP

BS: BOTTOM OF STEP

TG: TOP OF GRATE

1. SEE SITE PLAN FOR ADDITIONAL GENERAL NOTES.

2. ALL SITE WORK, MATERIALS OF CONSTRUCTION, AND CONSTRUCTION METHODS SHALL

COMPLY WITH LOCAL MUNICIPALITY, LOCAL COUNTY, AND DEPARTMENT OF TRANSPORTATION

MATERIAL AND CONSTRUCTION SPECIFICATIONS.

3. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING ACTUAL LOCATIONS AND

ELEVATIONS OF ALL UTILITIES, INCLUDING SERVICES. PRIOR TO CONSTRUCTION, THE

CONTRACTOR SHALL CONTACT THE PA ONE CALL SYSTEM AT 1-800-242-1776 AT LEAST THREE

(3) WORKING DAYS BEFORE START OF WORK AND VERIFY ALL EXISTING UTILITY LOCATIONS.

4. ALL PIPES SHALL BE LAID ON STRAIGHT ALIGNMENTS AND EVEN GRADES USING A PIPE LASER

OR OTHER ACCURATE METHOD.

5. THE CONTRACTOR SHALL COMPACT PIPE BACKFILL IN MAX. 8" LOOSE LIFTS TO 95% OF THE

MAXIMUM DRY DENSITY PER ASTM D1557, ACCORDING TO THE PIPE BEDDING DETAILS.

TRENCH BOTTOM SHALL BE STABLE IN HIGH GROUNDWATER AREAS. A PIPE FOUNDATION

SHALL BE USED IN AREAS OF ROCK EXCAVATION.

6. CONTRACTOR SHALL PROVIDE ALL BENDS, FITTINGS, ADAPTERS, ETC., AS REQUIRED FOR

PIPE CONNECTIONS TO BUILDING/CANOPY STUB-OUTS, INCLUDING ROOF/FOOTING DRAIN

CONNECTIONS TO ROOF LEADERS AND TO STORM DRAINAGE SYSTEM.

7. MANHOLE RIMS AND CATCH BASIN GRATES SHALL BE SET TO ELEVATIONS SHOWN. SET ALL

EXISTING MANHOLE FRAMES AND COVERS, CATCH BASIN GRATES, VALVE BOXES, ETC., TO BE

RAISED OR LOWERED, TO PROPOSED FINISHED GRADE, FLUSH WITH THE ADJACENT GRADE.

8. UNDERDRAINS MAY BE ADDED, IF DETERMINED NECESSARY BY THE ENGINEER OR

CONSTRUCTION MANAGER, AFTER SUBGRADE IS ROUGH GRADED.

9. ALL EXISTING TOPOGRAPHICAL FEATURES (SPOT ELEVATIONS, CONTOURS, INVERTS, ETC.)

CAN HAVE A TOLERANCE DIFFERENCE OF 6"± DEPENDING ON FIELD CONDITIONS AT THE TIME

OF THE FIELD SURVEY. CONTRACTOR TO VERIFY ALL EXISTING TOPOGRAPHICAL FEATURES

PRIOR TO CONSTRUCTION, AND ADVISE OWNER OF ANY DISCREPANCIES.

10. THE CONTRACTOR SHALL RESTORE ANY STRUCTURE, PIPE, UTILITY, PAVEMENT, CURBS,

SIDEWALKS, ETC. DISTURBED DURING CONSTRUCTION TO THE ORIGINAL CONDITION OR

BETTER.

11. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF MATERIALS AND STRUCTURES TO THE

CONSTRUCTION MANAGER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION.

12. REFER TO EROSION AND SEDIMENTATION PLAN FOR LIMIT OF DISTURBANCE AND NOTES.

13. THE CONTRACTOR SHALL COMPACT FILL IN 8" MAXIMUM LIFTS UNDER ALL PARKING, BUILDING, AND DRIVE AREAS TO 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557

(MODIFIED PROCTOR TEST), OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER.

14. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL RUBBISH,

TRASH, DEBRIS, AND ORGANIC MATERIAL IN A LAWFUL MANNER.

15. SITE GRADING SHALL BE PERFORMED TO PROVIDE POSITIVE DRAINAGE TO CATCH BASINS

AND TO PRECLUDE THE PONDING OF WATER ON SITE.

16. VERIFY REQUIRED SPOT ELEVATIONS/GRADING IN THE VICINITY OF THE BUILDINGS WITH THE

ARCHITECTURAL PLANS.

17. CONTRACTOR TO FIELD VERIFY PROPOSED AND EXISTING GRADES, SLOPES, ETC., FOR

PROPOSED ACCESSIBLE PARKING AREAS, RAMPS, ETC., WITH ARCHITECT, PRIOR TO

CONSTRUCTION.

18. LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE TAKEN FROM FIELD OBSERVATION, UTILITY MAPS, ETC., AND ARE NOT ASSUMED TO BE ACCURATE. PRIOR TO ANY

CONSTRUCTION ACTIVITIES, CONTRACTOR TO DIG TEST PITS AT ALL PROPOSED UTILITY

CROSSINGS, TO VERIFY LOCATION, DEPTH, SIZE, ETC. OF EXISTING UNDERGROUND UTILITIES, AND CONFIRM NEW UTILITY LINES CAN BE INSTALLED AS PROPOSED. ADVISE CONSTRUCTION

MANAGER IMMEDIATELY OF ANY CONFLICTS OR DISCREPANCIES.

1/4"=1'-0"

1 10/26/26 PADOT Comments

AutoCAD SHX Text 1200.84

AutoCAD SHX Text 1200.79

AutoCAD SHX Text 1200.95

AutoCAD SHX Text 1201.30

AutoCAD SHX Text 1201.59

AutoCAD SHX Text 1201.06

AutoCAD SHX Text 1201.08

AutoCAD SHX Text 1200.92

AutoCAD SHX Text 1200.84

AutoCAD SHX Text 1200.93

AutoCAD SHX Text 1200.86

AutoCAD SHX Text 1200.73

AutoCAD SHX Text 1200.78

AutoCAD SHX Text 1200.75

AutoCAD SHX Text 1200.98

AutoCAD SHX Text 1200.82

AutoCAD SHX Text 1200.79

AutoCAD SHX Text 1200.73

AutoCAD SHX Text 1200.84

AutoCAD SHX Text 1200.83

AutoCAD SHX Text 1200.73

AutoCAD SHX Text 1200.77

AutoCAD SHX Text 1200.75

AutoCAD SHX Text 1200.70

AutoCAD SHX Text 1200.38

AutoCAD SHX Text 1200.89

AutoCAD SHX Text 1201.02

AutoCAD SHX Text 1201.05

AutoCAD SHX Text 1201.10

AutoCAD SHX Text 1201.15

AutoCAD SHX Text 1201.24

AutoCAD SHX Text 1201.37

AutoCAD SHX Text 1200.90

AutoCAD SHX Text 1200.89

AutoCAD SHX Text 1200.93

AutoCAD SHX Text 1200.94

AutoCAD SHX Text 1200.86

AutoCAD SHX Text 1200.88

AutoCAD SHX Text 1200.93

AutoCAD SHX Text 1200.90

AutoCAD SHX Text 1200.62

AutoCAD SHX Text 1200.47

AutoCAD SHX Text 1200.35

AutoCAD SHX Text 1200.19

AutoCAD SHX Text 1200.44

AutoCAD SHX Text 1200.10

AutoCAD SHX Text 1200.40

AutoCAD SHX Text 1200.16

AutoCAD SHX Text 1199.82

AutoCAD SHX Text 1199.67

AutoCAD SHX Text 1199.99

AutoCAD SHX Text 1199.71

AutoCAD SHX Text 1199.67

AutoCAD SHX Text 1199.66

AutoCAD SHX Text 1200.01

AutoCAD SHX Text 1200.11

AutoCAD SHX Text 1200.08

AutoCAD SHX Text 1199.85

AutoCAD SHX Text 1199.89

AutoCAD SHX Text 1199.84

AutoCAD SHX Text 1199.74

AutoCAD SHX Text 1199.81

AutoCAD SHX Text 1199.71

AutoCAD SHX Text 1199.68

AutoCAD SHX Text 1199.78

AutoCAD SHX Text 1199.73

AutoCAD SHX Text 1199.64

AutoCAD SHX Text 1199.77

AutoCAD SHX Text 1199.86

AutoCAD SHX Text 1199.91

AutoCAD SHX Text 1199.99

AutoCAD SHX Text 1200.06

AutoCAD SHX Text 1199.86

AutoCAD SHX Text 1200.24

AutoCAD SHX Text 1200.16

AutoCAD SHX Text 1200.22

AutoCAD SHX Text 1200.12

AutoCAD SHX Text 1200.08

AutoCAD SHX Text 1200.15

AutoCAD SHX Text 1200.24

AutoCAD SHX Text 1200.14

AutoCAD SHX Text 1200.28

AutoCAD SHX Text 1200.52

AutoCAD SHX Text 1200.60

AutoCAD SHX Text 1200.65

AutoCAD SHX Text 1200.56

AutoCAD SHX Text 1200.13

AutoCAD SHX Text 1200.26

AutoCAD SHX Text 1200.67

AutoCAD SHX Text 1200.70

AutoCAD SHX Text 1200.85

AutoCAD SHX Text 1200.36

AutoCAD SHX Text 1200.41

AutoCAD SHX Text 1200.78

AutoCAD SHX Text 1200.46

AutoCAD SHX Text 1200.51

AutoCAD SHX Text 1200.48

AutoCAD SHX Text 1200.85

AutoCAD SHX Text 1200.84

AutoCAD SHX Text 1200.63

AutoCAD SHX Text 1200.60

AutoCAD SHX Text 1200.88

AutoCAD SHX Text 1201.22

AutoCAD SHX Text 1201.31

AutoCAD SHX Text 1200.96

AutoCAD SHX Text 1201.06

AutoCAD SHX Text 1200.86

AutoCAD SHX Text 1201.06

AutoCAD SHX Text 1201.20

AutoCAD SHX Text 1201.32

AutoCAD SHX Text 1201.39

AutoCAD SHX Text 1201.46

AutoCAD SHX Text 1201.32

AutoCAD SHX Text 1201.38

AutoCAD SHX Text 1201.20

AutoCAD SHX Text 1201.25

AutoCAD SHX Text 1201.35

AutoCAD SHX Text 1201.29

AutoCAD SHX Text 1200.90

AutoCAD SHX Text 1201.16

AutoCAD SHX Text 1201.25

AutoCAD SHX Text 1201.30

AutoCAD SHX Text 1200.85

AutoCAD SHX Text 1200.61

AutoCAD SHX Text

SSW

ALK

RAILROAD STREET (50' R/W)

SA STSAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

N WV

G G

CBX

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

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

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

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

OHE

CATV

BEGIN NEW CURB

(12)BGV

IGS(4)

BN(1)

(6)BGV

IGS(4)

GRAVEL MULCH

(1)SPM

AR(1)

(3)DGx

(1)HQR

(100)VMD

(3)DGx

VMD(125)

(50)VMD

(1)HQR

(3)DGx

(1)HQR

HQR(1)

LMR(10)

HQR(1)

CC(1)

GRAVEL MULCH

HQR(1) CC(1)

(3)HPI(2)JSB

(3)HPI

(1)HQR

VMD(75)

CURB TRANSITION, TYP.

T R

U E

XWIDTH OF

ROOTBALLX

3" DEEP SAUCER

FOR WATERING

3" MIN. SHREDDED

HARDWOOD MULCH

REMOVE CONTAINER,

WIRE BASKET & TOP

3 OF BURLAP

PLANT MIX,

as per specifications

UNDISTURBED SOIL

SCARIFY BOTTOM OF PIT

FINISH GRADE

NOTES:

1. SET BALL & PLUMB TREE IN CENTER OF PIT WITH TOP OF BALL AT THE SAME

ELEVATION AS ADJACENT FINISHED GRADES.

2. NEVER CUT FLUSH. ALWAYS PRUNE TO A BRANCH COLLAR.

3. RETAIN NATURAL CHARACTER OF SHRUB.

4. "X" = 12 THE SIZE OF THE ROOTBALL.

TYPICAL SHRUB PLANTING

NTSP2

XX WIDTH OF

ROOTBALL

KEEP ROOT

COLLAR EXPOSED

3" DEEP SAUCER

FOR WATERING

3" MIN. SHREDDED

HARDWOOD MULCH

PLANT MIX, as per specifications

REMOVE WIRE BASKET

& TOP 1/3 OF BURLAP

UNDISTURBED SOIL

SCARIFY BOTTOM OF PIT

2 PLY RUBBER HOSE @ FIRST CROTCH

FINISH GRADE

(3) 2" x 2" x 8' HARDWOOD STAKES, MIN. 5'-0" EXPOSED HEIGHT

3 GUYS OF 10 GAUGE, 2

STRAND TWISTED WIRE

NOTES:

1. SET BALL & PLUMB TREE IN

CENTER OF PIT WITH TOP OF

BALL AT THE SAME

ELEVATION AS ADJACENT

FINISHED GRADES.

2. NEVER CUT LEADER.

3. NEVER CUT FLUSH. ALWAYS

PRUNE TO A BRANCH COLLAR.

4. RETAIN NATURAL CHARACTER

OF TREE.

5. REMOVE GUY WIRES &

STAKES AFTER 2 YEARS.

6. "X" = 1/2 THE SIZE OF THE

ROOTBALL.

TYPICAL DECIDUOUS TREE PLANTING

NTSP1

"X" = ON CENTER SPACING AS NOTED IN THE PLANT LIST

TYPICAL PLANT SPACING

NTSP3

ROCK MULCH

NTSP4

*1" BELOW FFE

FFE

WEED FABRIC

BUILDING WALL

FOUNDATION

SUBBASE

3" MIN. DIA.

DECORATIVE

ROCK (provide samples for approval)

CONC. WALK

SUBGRADE

CONDITIONS @ WALK

1'-6" (18")

FROM FACE OF BLDG.

1'-6" (18")

FROM FACE OF BLDG.

*1" BELOW FFE

METAL EDGING

BARK MULCH

SUBGRADE

FFE

WEED FABRIC

BUILDING WALL

FOUNDATION

CONDITIONS @ PLANTING

FAIRMONT PLAZA

E Main & Railroad St.

Youngsville PA 16371

2026.10.15

24073

DXS

ARCHITECTURE • INTERIOR DESIGN

LANDSCAPE ARCHITECTURE • SPACE PLANNING

Sheet Number

Drawn By

Project Number

Date

Title

Warren 3 Farm Colony Drive • Warren, PA 16365

814 • 728 • 6010

Pittsburgh 1601 Marys Ave., Suite 2G-8 • Pittsburgh, PA 15215

412 • 904 • 1553

Erie 1946 W. 26th St., Suite 38 • Erie, PA 16508

814 • 453 • 7607

100% SUBMISSION

Project

October 15, 2026 - 9:30am

No. Date Name

ADDENDUMS

LANDSCAPE PLAN

C105 1/4"=1'-0"

LANDSCAPE NOTES:

1. PLANTING SHALL BE IN ACCORDANCE WITH THE RECOMMENDED PRACTICE OF THE

AMERICAN SOCIETY OF NURSERYMEN.

2. PLANTS SHALL MAINTAINED AND GUARANTEED FOR ONE CONTINUOUS PLANTING SEASON,

FROM THE TIME OF INSTALLATION.

3. FOR ANY LANDSCAPE AREA DESIGNATED TO REMAIN, WHETHER ON OR OFF-SITE, REMOVE

WEEDS, ROCKS, CONSTRUCTION MATERIALS, ETC.

4. CLEAN UP OF DEBRIS AND RESTORATION SHALL INCLUDE AREAS WITHIN AND BEYOND THE

PROPERTY LINES, INCLUDING BUT NOT LIMITED TO RIGHT-OF-WAYS, CURBS AND GUTTERS,

ETC.

5. SCARIFY ALL AREAS PRIOR TO TOPSOIL PLACEMENT.

6. TOPSOIL SHALL NOT BE PLACED OR WORKED WHILE FROZEN OR WET.

7. PLACE TOPSOIL UNIFORMLY TO PREVENT UNEVEN SETTLEMENT.

8. DEPTH OF TOPSOIL IS TO BE:

8.1. A MINIMUM OF TEN (10) INCHES IN PLANTING BEDS

8.2. A MINIMUM OF FOUR (4) INCHES IN LAWN AREAS.

9. FINISHED GRADES SHALL BE INSTALLED ONE (1) INCH LOWER THAN THE TOP OF THE

SURROUNDING CURBS AND SIDEWALKS.

10. PLANTING BEDS ARE DEFINED AS ANY AREA WITHIN THE PROJECT THAT IS NOT A HARD

SURFACE OR STRUCTURE.

11. PROVIDE A WEED MAT FOR ALL PLANTING AREAS.

12. COORDINATE INSTALLATION OF TREES AND SHRUBS WITH UNDERGROUND UTILITIES, LOT

LIGHTS, UNDERGROUND STORM SYSTEM, ETC.

13. ALL TREES SHALL BE PLANTED AND MAINTAINED TO GROW UPRIGHT AND PLUMB.

14. FREE STANDING CANOPY TREES (as shown) SHALL HAVE A MULCH RING OF FIVE (5) FEET IN

DIAMETER (MAX.).

15. MULCH PLANTING BEDS A MINIMUM OF THREE (3) INCHES DEEP WITH ORGANIC MULCH FREE

OF DELETERIOUS MATERIALS AND SUITABLE FOR TOP DRESSING OF TREES, SHRUBS, AND

OTHER PLANT MATERIALS. MULCH MATERIAL SHALL BE AGED SHREDDED HARDWOOD OR

GROUND SHREDDED BARK.

16. SEE EROSION & SEDIMENTATION CONTROL DETAILS FOR TEMPORARY SEEDING

REQUIREMENTS.

17. SEE EROSION & SEDIMENTATION CONTROL PLANS FOR TYPE AND LOCATION OF EROSION

CONTROL BLANKETS AND OTHER EROSION CONTROL MEASURES.

PLANT LIST:

AutoCAD SHX Text

4" CONCRETE SIDEWALK

NTS

FINISHED GRADE:

FLUSH W/ WALK

4" PADOT 2A COMPACTED

MODIFIED STONE BASE

4" THICK CONC. SLAB, 4,000 PSI,

6.5% A.E. WITH 6X6 WWF

-W1.4xW1.4, FINISH: LIGHT BROOM

GEOTEXTILE FABRIC

COMPACTED SUB-GRADE

EXTEND STONE BASE 4"

BEYOND EDGE OF CONC.

(ALL SIDEWALKS)

ACCESSIBLE PARKING SIGN

NTS

PARKING

RESERVED

VAN

ACCESSIBLE

" A

(R7-8NRA5)

12"x18" REFLECTIVE

RESERVED PARKING

SIGN (GREEN ON

WHITE) (BLUE 'ISA'

SYMBOL)

(G-68BRA3)

12"x6" REFLECTIVE

VAN ACCESSIBLE SIGN

(GREEN ON WHITE)

STEEL POST WITH

BLACK BAKED ON

ENAMEL. SET 36"

INTO EARTH.

SIGNS BY:

GRIMCO, INC.

ST. LOUIS, MO.

(800) 542-9941 www.grimco.com

(OR APPROVED EQUAL)

1 2 45

3 45

EXPANSION JOINT:

SIDEWALKS: 20' O.C. (max) OTHER: 30' O.C. (unless otherwise noted)

TOOLED CONTROL JOINT:

PROVIDE APPROX. EVERY 5' O.C.

(unless otherwise noted)

LEGEND:

1. 3/8" WIDE PREFORMED EXP. JNT. FULL DEPTH OF CONC. SLAB

2. SEALANT TO BE 1" DEEP FROM SURFACE OF CONC.

3. 3/8" WIDE TOOLED CONTRACTION JNT. JNT. DEPTH TO BE 1/4" SLAB THICKNESS.

4. CONCRETE

5. W.W.F.- INTERUPT @ EXP. JNT.-CONTINUOUS THROUGH TOOLED CONTRACTION JNT.

6. STONE BASE AS PER APPROPRIATE DETAIL

TYPICAL EXTERIOR SLAB JOINTS

NTS6

WIDTH VARIES (see plan)

ASPHALTUM SEALER

BITUMINOUS PAVING

TO BE FLUSH WITH

CONC.

5" THICK CONC. SLAB,

4,000 PSI, 6.5% A.E. W/

6X6 WWF -W2.9xW2.9

FINISH: LIGHT BROOM

TOOL EDGES FINISH GRADE

TO BE FLUSH

W/ CONC.

EXTEND STONE

BASE 4" BEYOND

EDGE OF CONC.10" PADOT 2A MODIFIED COMPACTED STONE

GEOTEXTILE FABRIC

COMPACTED

SUB-GRADE

5" CONCRETE PAVING

NTS5

1'-61 8"

2"Ø WEEPS @ 8' O.C.

HAUNCH

PAVER ON CONCRETE BASE

NTS10

MEET CONC. FLUSH,

ALL SIDES

GEOTEXTILE FABRIC

COMPACTED SUBGRADE

COLOR 'A':

RUNNING BOND

COLOR 'B':

SOLDIER BOND

1 12" LIMESTONE SCREENINGSBRICK PAVING, HAND TIGHT,

±1

8" JOINT, SAND SWEPT

6"min.

4" PADOT 2A MODIFIED COMPACTED STONE BASE

6" THICK CONC. SLAB, 4,000 PSI, 6.5% A.E. WITH

6X6 WWF -W1.4xW1.4, TO BE SET ON CHAIRS

COLOR 'A':

RUNNING BOND

COLOR 'B':

SOLDIER BOND

EXISTING BRICK: LAYOUT ALONG STREET

PROPOSED BRICK: LAYOUT AROUND 'Y'

1 12" LIMESTONE

SCREENINGS

BRICK PAVING, HAND TIGHT,

±1

8" JOINT, SAND SWEPT

PAVER ON STONE BASE

NTS9

MEET CONC.

FLUSH

EDGING, typ

4" PADOT 2A MODIFIED

COMPACTED STONE BASEGEOTEXTILE FABRIC

COMPACTED SUBGRADE

EXTEND STONE BASE 4" BEYOND EDGE OF PAVERS, typ.

TOPSOIL &

LANDSCAPE

2'-41 4"

COLOR 'A':

RUNNING BOND

COLOR 'B':

HERRINGBONE

YOUNGSVILLE CONCRETE & BRICK DETAIL

NTS3

3'-4"1'-

2" 1'-11

2" 1'-11 2" 61

3'-11"

1'-

2" 83

2'-0"

1'-23 4"3'-11"

1'-

2"83

2'-0

±97 8"±9 7 8 "

±1 '-3

1 8"

±1'-3 18 "

4" CONC. SIDEWALK

COLOR: NATURAL

4" CONC. SIDEWALK

COLOR: TO BE SELECTED

BRICK PAVING

ON CONC. BASE

(see dtl. 10 / C105)

CONTROL JOINT (typ.)

C LC L

CONC. 4000 PSI, 6.5% A.E.

FINISH: LIGHT BROOM

RETAINING WALL / RAILING

NTS2A

1/2" CHAMFER, both sides

CONC. 4,000 PSI, 6.5% A.E.

RUBBED FINISH ABOVE GRADE

1"Ø PVC WEEP HOLES,

PITCH 1/2"/FT. @ 5' O.C.

RECESS PIPE INTO FACE &

PAINT PIPE END BLACK

COMPACTED

BACKFILL

BRICK PAVING, HAND TIGHT,

±1

8" JOINT, SAND SWEPT

4'- 0"

(4 8"

1'-

6" (1

4" C

K, F

1'-0" (12")

6" m in.

10"

4'- 0"

(4 8"

3'- 0"

(3 6"

1'-0" (12")

6" #4 REBAR,

18" OC SET 3"

IN CONC.

EXP. JNT.

W/ SEALANT

GEOTEXTILE

FABRIC, (typ.)

COMPACTED SUBGRADE

4" COMPACTED

AASHTO #57

#4 BARS-8" OC. E.W.

" M

1 12" O.D. SCHED. 40, ALUMINUM

PIPE RAILING

or APPROVED EQUAL.

INSTALL AT HEIGHTS PER DETAIL.

7" 14" 14"

#4 REBAR (typ), MIN. 1"

FROM FACE OF CURB

6" 1/8"

PITCH

2" RADIUS (typ)

STABLE, COMPACTED

OR UNEXCAVATED

SUBGRADE

VERT. #5 REBAR, 18" OC.

HORZ. #4 REBAR, 12" OC.

10" HAUNCH

GEOTEXTILE

FABRIC, (typ.)

4" COMPACTED

AASHTO #57

STAIRS / RAILING

NTS2B

3'- 11 4" C

3'- 7"

T O

TOP CAP

POST

ALUM MESH FRAME,

VERT. & HORIZ.

MESH INFILL (2"

SQUARE OPENING,

.192" Ø WIRE.,

CRIMP/LOCK

WEAVE)

BOTTOM RAIL

MFR'S FASCIA

MOUNT HDWR.

1/8"

PITCH

MFR'S SURFACE

MT. PLATE

2" T

8"51

4" 8"

3 4" 3 4"

41 2"

ABK-200 SIDE-MOUNT

BRKT, 6061-T6 ALLOY

(4) Ø 7

16" HOLES FOR

Ø3

8" ANCHORS

FASCIA MOUNT

STAGE / STAIR/ RAMP ENLARGEMENT

NTS1

C501 2B

C501 2A

SIDE MOUNTED 42" HIGH RAILING (RGS

VELOCITY MESH RAILING, COLOR:

BLACK) - SEE DTL. 2C/C501

NOTES:

1. PROVIDE POSITIVE DRAINAGE PER 103.

2. COORDINATE FINAL SCORING PATTERN W/

ARCHITECT, SEE ALSO C102.

(1-1/2" DIA., SCHED. 40 PIPE

HANDRAIL) TURN 90° AS INDICATED,

EXTEND A TOTAL MIN. 12" BEYOND

TOP AND BOTTOM OF RUN(S).

6", #4 REBAR,

see STAIR DETAIL

RETAINING WALL BELOW

RETAINING WALL

BELOW

4" CONC. SIDEWALK 4'-1"

R7'-2"

10'-0" 10'-0" 1'-101 2"

5'- 3"

R10'-0"

5'- 3"

'-0

°30°

120°

BOTTOM OF RAMP TO MEET

FLUSH WITH BRICK PAVING

6". #4 REBAR,

INSTALL AS PER STAIR DETAIL

C501 2B

C501 2A

3 1 8 "

5" 3'-3" 5"

(1-1/2" DIA., SCHED. 40 PIPE

HANDRAIL) TURN 90° AS INDICATED,

EXTEND A TOTAL MIN. 12" BEYOND

TOP AND BOTTOM OF RUN(S).

87 8"

(1-1/2" DIA., SCHED. 40 PIPE HANDRAIL) TURN

90° AS INDICATED, EXTEND A TOTAL MIN. 12"

BEYOND TOP AND BOTTOM OF RUN(S).

PROVIDE BOTTOM RAIL @ RAMP RUN, 3"

ABOVE FIN. SURFACE

DEPRESSED CURB/PEDESTRIAN ACCESS RAMP @

5'-0"' MIN.1/4" REVEAL

FLUSH CURB TRANSITION

5% MAX. SLOPE

TRANSITION

5% MAX. SLOPE

2.00%

2.00%TRUNCATED DOME

DETECTABLE WARNING PAVERS

5'-0" MIN.

DETECTABLE WARNING MAT

NTS

ADA SOLUTIONS, INC.

NORTH BILLERICA, MA.

PH.(800)-372-0519

FAX.(978)-262-9125

WEB-WWW.ADATILE.COM

MEET BACK

OF EXISTING

CURB

FLUSH

24" X 48" WARNING SYSTEM #2460IDPAV1 - 1.67"

DOME SPACING, COLOR: MATCH EXISTING

SET IN CONCRETE AS PER MANUFACTURER

SPECIFICATIONS MEET EXISTING

CONC. FLUSH W/

EXP. JNT.

4" THICK CONC. SLAB, 4000

PSI, 6.5% AE. WITH 6X6

WWF -W1.45xW1.4

COMPACTED

SUBGRADE

COMPACTED

STONE BASEEX. CURB

TO REMAINNOTE:

TRUNCATED DOME PAVER SHALL COMPLY WITH ICC/ANSI

A117.1 - 2003, CHAPTER 7 *SECTION 705.5.

4" 2"

2'-

1 2"

O.C.

1'-41 2"

6'-0"

4'- 0"

2'- 0"

2 3/8"O.D. x11

GA. GALV.

STL. PIPE

DUMOR, INC.

LOOP BIKE RACK

BLACK POLYESTER

POWDER COAT

FINISH

2 3/8" O.D. x 11

GA. GALV.

STL. PIPE

10 GA. STL. SPINNING

10 GA. STL.

SPINNING

11/2" x 3 3/4"

EXPANSION

ANCHOR BOLTS

3/8" x 6" DIA. STL. PLATE

BICYCLE

PARKING AREA

NOTE: BIKE RACK & SPACING SHALL ADHERE TO CITY

OF CORVALLIS ENGINEERING STANDARDS.

ELEVATION SECTION

PLAN / LAYOUT

INVERTED 'U' BIKE RACK

NTS13

2'-6"

2'- 0"

1'-2"

MEET ADJACENT

PAVEMENT FLUSH

CONCRETE FOOTING

14" x 30" x 24" DEPTH, 4,000 PSI, 6.5% A.E.

ANCHOR BOLT

PER MANUF.

BIKE STATION BY:

DERO - FIXIT PLUS

522 LAKELAND AVE. N

MINNEAPOLIS, MN

(888) 337-6729 www.dero.com

(SUPPLIED BY BOROUGH)

CONCRETE FOOTING

16" DIA. x 36" DEPTH, 4,000 PSI, 6.5% A.E.

NOTE:

FOLLOW MANUFACTURER RECOMMENDATIONS FOR

FOOTING DEPTH, TYPE, AND ANCHOR BOLT PLACEMENT.

MEET ADJACENT

PAVEMENT FLUSH

BICYCLE REPAIR STATION

NTS12

1" BATTER

NOTES:

- MATCH EX. PROFILE

- SAWCUT JOINTS TO BE EVERY 10'

-CURB MUST BE INSTALLED IN ACCORDANCE WITH

PENNDOT ROADWAY STANDARDS RC-64M ABD RC-67M

#4 REBARS

(CONT.) (2)

REQUIRED

4,000 PSI

CONC. W/

6.5% A.E.

FINISH GRADE:

FLUSH WITH

BACK OF CURB

4" RAD.

4" RAD. TOOLED

EDGE RUB FINISH:

TOP & FACE

ASPHALTIC

SEALER

@ JNT.

PAVING AS

INDICATED

ON PLANS

COMPACTED

SUBGRADE

6" CONCRETE CURB

NTS7

4'-11" MAX.2"

3" TYP.

3'- 11 4" C

3'- 7"

T O

FEC, TYP. AT

ALL RAIL

TERMINATIONS

C501 2A

VELOCITY MESH RAILING ELEV.

NTS2C

FAIRMONT PLAZA

E Main & Railroad St.

Youngsville PA 16371

2026.10.15

24073

DXS

ARCHITECTURE • INTERIOR DESIGN

LANDSCAPE ARCHITECTURE • SPACE PLANNING

Sheet Number

Drawn By

Project Number

Date

Title

Warren 3 Farm Colony Drive • Warren, PA 16365

814 • 728 • 6010

Pittsburgh 1601 Marys Ave., Suite 2G-8 • Pittsburgh, PA 15215

412 • 904 • 1553

Erie 1946 W. 26th St., Suite 38 • Erie, PA 16508

814 • 453 • 7607

100% SUBMISSION

Project

October 28, 2026 - 3:56pm

No. Date Name

ADDENDUMS

SITE DETAILS

C501

1 10/26/26 PADOT Comments

U E

N/F

YOUNGSVILLE BOROUGH

YV-675 3188

INSTR# 202601317

AREA = 4,625.9 FT2

N/F

CATHERINE G. BROWN

YV-675 3421

RB 2943 PG 333

N/F

LON & SANDRA GOUAK

YV-675 3179

RB 2892 PG 329

N/F

CATHERINE G. BROWN

YV-675 3178

RB 1534 PG 304

TOP=1200.1

INV IN SE=1197.2

INV OUT NE=1197.1

MH-STORM

TOP=1199.8

INACCESSIBLE

TOP=1199.7

INV IN SE=1196.2

INV IN SW=1197.1

INV OUT NW=1196.2

MH-SANITARY

TOP=1200.5

INV=1194.5

TOP=1200.2

INV OUT SW=1198.4

TOP=1200.2

INV IN NW=1198.0

INV OUT NW=1197.3

CROSSWALK

C R

SSW

ALK

UP51981UP51982

APARTMENT BUILDING

COMMERCIAL BUILDING

N S

T (6

0' R

RAILROAD STREET (50' R/W)

N O

UP51980SA ST

G G

CBX

18" FILTER FABRIC FENCE

N.T.S.

SILT SACK INLET PROTECTION

N.T.S.

FAIRMONT PLAZA

E Main & Railroad St.

Youngsville PA 16371

2026.10.15

24073

DXS

ARCHITECTURE • INTERIOR DESIGN

LANDSCAPE ARCHITECTURE • SPACE PLANNING

Sheet Number

Drawn By

Project Number

Date

Title

Warren 3 Farm Colony Drive • Warren, PA 16365

814 • 728 • 6010

Pittsburgh 1601 Marys Ave., Suite 2G-8 • Pittsburgh, PA 15215

412 • 904 • 1553

Erie 1946 W. 26th St., Suite 38 • Erie, PA 16508

814 • 453 • 7607

100% SUBMISSION

Project

October 15, 2026 - 9:31am

No. Date Name

ADDENDUMS

TEMPORARY

CONTROL MEASURES

C701

BYBMP RESULTS DATE

· UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENT BMPS SHALL BE MAINTAINED PROPERLY. MAINTENANCE SHALL INCLUDE INSPECTIONS OF ALL EROSION AND SEDIMENT BMPS AFTER EACH RUNOFF EVENT AND ON A WEEKLY BASIS. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR, REPLACEMENT, REGRADING, RESEEDING, REMULCHING AND RENETTING MUST BE PERFORMED IMMEDIATELY. IF THE E&S BMPS FAIL TO PERFORM AS EXPECTED, REPLACEMENT BMPS, OR MODIFICATIONS OF THOSE INSTALLED WILL BE REQUIRED.

· INSPECT ALL BMPS AT A MINIMUM OF WEEKLY AND AFTER EVERY RUNOFF EVENT. INSPECT SILT FENCE, SILT BAGS AND FILTER FABRIC FOR STRUCTURAL

INTEGRITY AND CAPACITY.

· REMOVE SEDIMENT DEPOSITS IN ACCORDANCE WITH THE BMP's MAINTENANCE REQUIREMENTS. IF ANY BMP FAILS REPAIR OR REPLACE IT IN ACCORDANCE

WITH THE BMP"S MAINTENANCE/REPAIR REQUIREMENTS.

· SEDIMENT BASINS AND/OR TRAPS SHALL BE KEPT FREE OF ALL CONSTRUCTION WASTE, WASH WATER, AND OTHER DEBRIS HAVING POTENTIAL TO CLOG

THE BASIN/TRAP OUTLET STRUCTURES AND/OR POLLUTE THE SURFACE WATERS.

· INSPECT SEEDED AREAS FOR WASHOUTS FOLLOWING RUNOFF EVENTS. DURING DRY PERIODS, INSPECT TO DETERMINE IF WATERING IS NECESSARY.

· INSPECT MULCHED AREAS TO MAINTAIN PROPER COVERAGE. REPAIR AREAS DAMAGED BY RUNOFF, VANDALISM OR OTHER CAUSES IMMEDIATELY.

· A LOG SHOWING DATES THAT E&S BMPS WERE INSPECTED AS WELL AS ANY DEFICIENCIES FOUND AND THE DATE THEY WERE CORRECTED SHALL BE MAINTAINED ON THE SITE AND BE MADE AVAILABLE TO REGULATORY AGENCY OFFICIALS AT THE TIME OF INSPECTION.

· THE CONTRACTOR IS REQUIRED TO FILL OUT THE BMP MAINTENANCE AND INSPECTION SCHEDULE BELOW AND KEEP A COPY OF THE COMPLETED MAINTENANCE AND INSPECTION SCHEDULE AVAILABLE ON SITE. ADDITIONAL HAND WRITTEN OR COMPUTER GENERATED SHEETS MAY BE ATTACHED TO

THIS SHEET IF ADDITIONAL SPACE IS NEEDED.

1. ALL EARTH DISTURBANCES, INCLUDING CLEARING AND GRUBBING AS WELL AS CUTS AND FILLS SHALL BE DONE IN ACCORDANCE WITH THIS E&S PLAN. A COPY OF THE DRAWINGS MUST BE AVAILABLE AT THE PROJECT SITE AT ALL TIMES. THE DESIGN PROFESSIONAL AND LOCAL CONSERVATION DISTRICT SHALL BE NOTIFIED OF ANY CHANGES TO THE PLAN PRIOR TO IMPLEMENTATION OF THOSE CHANGES.

2. AT LEAST 7 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, INCLUDING CLEARING AND GRUBBING, THE OWNER AND/OR OPERATOR SHALL INVITE ALL CONTRACTORS, THE LANDOWNER, APPROPRIATE MUNICIPAL OFFICIALS, THE E&S PLAN PREPARER, THE PCSM PLAN PREPARER, THE LICENSED PROFESSIONAL RESPONSIBLE FOR OVERSIGHT OF CRITICAL STAGES OF IMPLEMENTATION OF THE PCSM PLAN, AND A REPRESENTATIVE FROM

THE GOVERNING CONSERVATION DISTRICT TO AN ON-SITE PRECONSTRUCTION MEETING.

3. AT LEAST 3 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, OR EXPANDING INTO AN AREA PREVIOUSLY UNMARKED, THE PENNSYLVANIA ONE CALL SYSTEM INC. SHALL BE NOTIFIED AT 1-800-242-1776 FOR THE LOCATION OF EXISTING UNDERGROUND UTILITIES.

4. ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE SEQUENCE PROVIDED ON THE PLAN DRAWINGS. DEVIATION FROM THAT SEQUENCE MUST BE APPROVED FROM THE GOVERNING CONSERVATION DISTRICT PRIOR TO IMPLEMENTATION.

5. AREAS TO BE FILLED ARE TO BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL TO REMOVE TREES, VEGETATION, ROOTS AND OTHER OBJECTIONABLE

MATERIAL.

6. CLEARING, GRUBBING, AND TOPSOIL STRIPPING SHALL BE LIMITED TO THOSE AREAS DESCRIBED IN EACH STAGE OF THE CONSTRUCTION SEQUENCE.

GENERAL SITE CLEARING, GRUBBING AND TOPSOIL STRIPPING MAY NOT COMMENCE IN ANY STAGE OR PHASE OF THE PROJECT UNTIL THE E&S BMPS SPECIFIED BY THE BMP SEQUENCE FOR THAT STAGE OR PHASE HAVE BEEN INSTALLED AND ARE FUNCTIONING AS DESCRIBED IN THIS E&S PLAN.

7. AT NO TIME SHALL CONSTRUCTION VEHICLES BE ALLOWED TO ENTER AREAS OUTSIDE THE LIMIT OF DISTURBANCE BOUNDARIES SHOWN ON THE PLAN MAPS. THESE AREAS MUST BE CLEARLY MARKED AND FENCED OFF BEFORE CLEARING AND GRUBBING OPERATIONS BEGIN.

8. IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE OPERATOR SHALL IMPLEMENT APPROPRIATE BEST MANAGEMENT PRACTICES TO MINIMIZE THE POTENTIAL FOR EROSION AND SEDIMENT POLLUTION

AND NOTIFY THE GOVERNING CONSERVATION DISTRICT.

9. ALL BUILDING MATERIALS AND WASTES SHALL BE REMOVED FROM THE SITE AND RECYCLED OR DISPOSED OF IN ACCORDANCE WITH THE DEPARTMENT'S SOLID WASTE MANAGEMENT REGULATIONS AT 25 PA. CODE 260.1 ET SEQ., 271.1, AND 287.1 ET. SEQ. NO BUILDING MATERIALS OR WASTES OR UNUSED

BUILDING MATERIALS SHALL BE BURNED, BURIED, DUMPED, OR DISCHARGED AT THE SITE.

10. ALL OFF-SITE WASTE AND BORROW AREAS MUST HAVE AN E&S PLAN APPROVED BY THE GOVERNING CONSERVATION DISTRICT FULLY IMPLEMENTED

PRIOR TO BEING ACTIVATED.

11. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ANY MATERIAL BROUGHT ON SITE IS CLEAN FILL. FORM FP-001 MUST BE RETAINED BY THE PROPERTY OWNER FOR ANY FILL MATERIAL AFFECTED BY A SPILL OR RELEASE OF A REGULATED SUBSTANCE BUT QUALIFYING AS CLEAN FILL DUE TO

ANALYTICAL TESTING.

12. ALL PUMPING OF WATER FROM ANY WORK AREA SHALL BE DONE ACCORDING TO THE PROCEDURE DESCRIBED IN THIS PLAN, OVER UNDISTURBED

VEGETATED AREAS.

13. VEHICLES AND EQUIPMENT MAY NEITHER ENTER DIRECTLY NOR EXIT DIRECTLY FROM THE SITE ONTO A STATE ROUTE.

14. SEDIMENT TRACKED ONTO ANY PUBLIC ROADWAY OR SIDEWALK SHALL BE RETURNED TO THE CONSTRUCTION SITE BY THE END OF EACH WORK DAY AND DISPOSED IN THE MANNER DESCRIBED IN THIS PLAN. IN NO CASE SHALL THE SEDIMENT BE WASHED, SHOVELED, OR SWEPT INTO ANY ROADSIDE DITCH, STORM SEWER, OR SURFACE WATER.

15. ALL SEDIMENT REMOVED FROM BMPS SHALL BE DISPOSED OF IN THE MANNER DESCRIBED ON THE PLAN DRAWINGS.

16. AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 3 TO 5 INCHES (6 TO 12 INCHES ON COMPACTED SOILS) PRIOR TO PLACEMENT OF TOPSOIL. AREAS TO BE VEGETATED SHALL HAVE A MINIMUM 4 INCHES OF TOPSOIL IN PLACE PRIOR TO SEEDING AND MULCHING. FILL

OUTSLOPES SHALL HAVE A MINIMUM OF 2 INCHES OF TOPSOIL.

17. ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, SUBSIDENCE OR OTHER RELATED PROBLEMS. FILL INTENDED TO SUPPORT BUILDINGS, STRUCTURES AND CONDUITS, ETC. SHALL BE COMPACTED IN ACCORDANCE WITH LOCAL REQUIREMENTS OR CODES.

18. ALL EARTHEN FILLS SHALL BE PLACED IN COMPACTED LAYERS NOT TO EXCEED 9 INCHES IN THICKNESS.

19. FILL MATERIALS SHALL BE FREE OF FROZEN PARTICLES, BRUSH, ROOTS, SOD, OR OTHER FOREIGN OR OBJECTIONABLE MATERIALS THAT WOULD

INTERFERE WITH OR PREVENT CONSTRUCTION OF SATISFACTORY FILLS.

20. FROZEN MATERIALS OR SOFT, MUCKY, OR HIGHLY COMPRESSIBLE MATERIALS SHALL NOT BE INCORPORATED INTO FILLS.

21.

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 Nov 2, 2026.