1-Bantz Park and Hudson Park Basketball Court Rehabilitation Contract Drawings.pdf

PDF 6 MB Posted Jul 27, 2026

Attached to: Bantz Park and Hudson Park Basketball Court Rehabilitation
Solicitation number: Not on record
Issued by: York County, Pennsylvania

About this file

Written by GovTribe AI · Jul 28, 2026

This is a construction drawings document prepared by sm 19 Landscape Architects for the City of York Parks, Recreation, and Sanitation Department in York County, Pennsylvania, detailing rehabilitation improvements to basketball courts at Bantz Park and Hudson Park. The project involves the removal of existing bituminous pavement and overlay installation with new court surfaces, including drainage improvements, grading work, erosion and sedimentation controls, and site amenities such as chain-link fencing, concrete seating walls, and basketball post footings. The construction drawings include six sheets: a cover sheet with site location maps and contact information, layout and grading plans for both parks at 1" = 20' scale, construction details at various scales showing pavement sections and equipment specifications, and erosion and sedimentation control plans with detailed installation notes. The project is subject to the Pennsylvania Prevailing Wage Act, with sealed bids to be received online via PennBid by 10:00 AM on Tuesday, August 11, 2026, and contract time is established at forty-five calendar days. Bid results will be available by end of day on the bid opening date, with contracts awarded at a regularly scheduled City of York Council meeting.

A bid bond or certified check in the amount of ten percent of the maximum bid must accompany each submission, and bidders must provide evidence of qualifications to perform the work. The drawings specify detailed construction sequences including perimeter erosion control measures that must be installed before work begins, utility notification requirements through the Pennsylvania One-Call System at 1-800-242-1776, and comprehensive erosion and sedimentation best management practices throughout the project duration. All materials, waste, and excess material must be removed from the site in compliance with Pennsylvania Department of Environmental Protection solid waste regulations. The contractor is responsible for obtaining all necessary municipal permits, traffic control, and trench barricading, with damaged existing improvements to be repaired to match previous conditions.

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2-Bantz Park and Hudson Park Basketball Court Rehabilitation Specifications.pdf	PDF	Jul 27, 2026
3-Forms to be Submitted with Bid.pdf	PDF	Jul 27, 2026

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LIST OF DRAWINGS:

LANDSCAPE ARCHITECT:

OWNER:

SITE LOCATION MAP

SCALE: 1" = 2,000'

Contact: Ann Yost, RLA

Construction Documents for:

HUDSON PARK & BANTZ PARK

COURT IMPROVEMENTS

City of York, York County, Pennsylvania July 2026

SURVEYOR/ENGINEER:

LEGEND:

DETAIL NO.

SHEET NO.

440.63

BITUMINOUS PAVEMENT

BITUMINOUS OVERLAY

DETAIL DESIGNATION

SPOT GRADE

CONTOUR

CONTOUR (INDEX)

DEMOLITION NOTE

DESIGNATION

CONSTRUCTION NOTE

DESIGNATION

BENCH

PROPERTY LINE

ADJOINER

CONTOUR

CONTOUR (INDEX)

PROPOSED

EXISTING

sm 19 South Newberry Street

York, Pennsylvania 17401

(717) 812-9959 phone www.ysmla.com

Landscape Architects

CITY OF YORK

PARKS, RECREATION, AND SANITATION

900 SOUTH VANDER AVENUE

YORK, PA 17403

(717) 846-0395

CONTACT: TOM LANDIS, SUPERINTENDENT

C.S. DAVIDSON, INC.

38 N. DUKE ST.

YORK, PA 17401

(717) 814-4537

CONTACT: DEREK J. RINALDO

S1.................. COVER SHEET

S2................ LAYOUT & GRADING PLANS - HUDSON PARK

S3................ LAYOUT & GRADING PLANS - BANTZ PARK

S4................ CONSTRUCTION DETAILS

S5................ EROSION & SEDIMENTATION CONTROL PLAN

S6................ EROSION & SEDIMENTATION CONTROL DETAILS

N O

R T H

C O

S H

AS NOTED

1 2 3 5 6 7

1 2 3 5 6 7 8

R e m a rk

D a te

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R e v is io n s

D ra w in g T it le

F o r:

Date:

By:

Scale:

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N e w b e rr y S tr e e t

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P e n n s y lv a n ia

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L a n d sc a p e A rc h it ec ts

L O

C A

N M

C S

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-0 1_

C D s .d w g

T A

1- C o v e r

P L O

T T E

-2

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P re p a re d F o r:

Project Number:

O N

K C

O U

R T

O F

K, Y

O R

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7/22/2026

AEY/JAR

26CSD-01

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BANTZ

PARK

HUDSON

PARK

411.36

412.89

411.75

412.49

412.89 BW

412.94 BW

414.50 TW

412.91 BW

412.97 BW

414.50 TW

412.56

412.60

413.44 413.54

413.44

88'

EXISTING EDGE OF

COURT PAVEMENT

100'

R3'

R5'

45°

P.O.B.

PLAN LOCATIONS AND DIMENSIONS SHALL BE STRICTLY ADHERED TO UNLESS

OTHERWISE DIRECTED BY THE LANDSCAPE ARCHITECT/ENGINEER. SUCH PLAN

CHANGES, SHOULD THEY BECOME NECESSARY, ARE SUBJECT TO MUNICIPAL AND

COUNTY ORDINANCES.

THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE PRIOR TO THE START

OF CONSTRUCTION ACTIVITIES.

MAINTAIN AND PROTECT PROPERTY LINE STAKES THROUGHOUT THE

CONSTRUCTION OF THE PROJECT.

LAYOUT NOTES:

LAYOUT PLAN - HUDSON PARK

N O

R T H 0' 10' 20' 40'

SCALE 1" = 20'

GRADING PLAN - HUDSON PARK

N O

R T H 0' 10' 20' 40'

SCALE 1" = 20'

CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING "THE PENNSYLVANIA ONE-CALL SYSTEM" AT 1-800-242-1776 TO OBTAIN INFORMATION ON UTILITY LOCATIONS ONSITE PRIOR TO INITIATING

CONSTRUCTION.

CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF THE TIME AND DATE OF THE

PRE-CONSTRUCTION MEETING.

CONTRACTOR SHALL CHECK AND VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION.

ALL PERIMETER EROSION CONTROL MEASURES MUST BE IN PLACE BEFORE ANY WORK BEGINS.

CONTRACTOR SHALL IMPLEMENT AND MAINTAIN ALL EROSION AND SEDIMENTATION CONTROL

MEASURES, TEMPORARY AS WELL AS PERMANENT, THROUGHOUT THE LIFE OF THE PROJECT.

CONTRACTOR SHALL TAKE WHATEVER MEASURES ARE NECESSARY TO CONTROL WATER AND

WIND EROSION (DUST CONTROL). ADJACENT ROAD SHALL BE KEPT CLEAN AND UNOBSTRUCTED

AT ALL TIMES.

CONTRACTOR SHALL FIELD VERIFY ALL EXISTING SPOT GRADES, CONTOURS, AND ELEVATIONS

PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES BETWEEN EXISTING FIELD

CONDITIONS AND THE CONTRACT DRAWINGS SHALL BE REPORTED IMMEDIATELY TO THE

LANDSCAPE ARCHITECT FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK.

CONTOURS AND SPOT GRADES ARE CONTROLS ONLY. ALL GRADING SHALL BE SMOOTH AND

CONTINUOUS. TOPS AND BOTTOMS OF ALL SLOPES SHALL BE ROUNDED.

CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS FROM THE MUNICIPALITY

RELATIVE TO THE CONSTRUCTION PROPOSED ON THIS PLAN.

THE CONTRACTOR, PRIOR TO INITIATING CONSTRUCTION, SHALL BE RESPONSIBLE FOR NOTIFYING

ANY UTILITY COMPANY WHO'S UTILITY LINES OR FACILITIES EXIST ONSITE.

CONTRACTOR SHALL COMPLY WITH ALL MUNICIPAL, STATE, AND FEDERAL REGULATIONS IN

EFFECT AT THE TIME OF SUBMISSION.

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL, TRENCH BARRICADING AND

COVERING, SHEETING AND SHORING AS NECESSARY.

EXISTING IMPROVEMENTS DAMAGED BY CONSTRUCTION ACTIVITIES, INCLUDING EROSION

CONTROL MEASURES, SHALL BE REPAIRED/REBUILT TO MATCH PREVIOUS CONDITIONS.

CONSTRUCTION NOTES:

U T

N S

- H U

N P

1" = 20'

1 2 3 5 6 7

1 2 3 5 6 7 8

R e m a rk

D a te

N o

R e v is io n s

D ra w in g T it le

F o r:

Date:

By:

Scale:

S o u th

N e w b e rr y S tr e e t

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P e n n s y lv a

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L a n d sc a p e A rc h it ec ts

L O

C A

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1\ C

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S D

-0 1_

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-L a y o u t

G ra d in g H u d s o n

P L O

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-2

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P re p a re d F o r:

Project Number:

O N

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O U

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O F

K, Y

O R

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7/22/2026

AEY/JAR

26CSD-01

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DEMOLITION NOTES:

1 EXISTING BITUMINOUS PAVEMENT TO BE REMOVED.

EXISTING POLE TO BE PROTECTED AND PRESERVED.2

AutoCAD SHX Text

HAY ST

AutoCAD SHX Text

N FRANKLIN ST

AutoCAD SHX Text

EXISTING SIDEWALK

AutoCAD SHX Text

EXISTING PLAYGROUND

AutoCAD SHX Text

EXISTING PLAYGROUND

AutoCAD SHX Text

EXISTING PAVILION

AutoCAD SHX Text

HAY ST

AutoCAD SHX Text

N FRANKLIN ST

AutoCAD SHX Text

EXISTING SIDEWALK

AutoCAD SHX Text

EXISTING PLAYGROUND

AutoCAD SHX Text

EXISTING PLAYGROUND

AutoCAD SHX Text

EXISTING PAVILION

392.00

393.38 393.38

392.92 392.92

392.47 392.47

392.84 392.84

392.54

390.90 EX.391.10 EX.

393.41 393.41

7 8

117'

15' 9'

T Y

1', TYP.

TYP.

R 5'R

15' PLAYER'S BENCH, TYP.

P.O.B.

PLAN LOCATIONS AND DIMENSIONS SHALL BE STRICTLY ADHERED TO UNLESS

OTHERWISE DIRECTED BY THE LANDSCAPE ARCHITECT/ENGINEER. SUCH PLAN

CHANGES, SHOULD THEY BECOME NECESSARY, ARE SUBJECT TO MUNICIPAL AND

COUNTY ORDINANCES.

THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE PRIOR TO THE START

OF CONSTRUCTION ACTIVITIES.

MAINTAIN AND PROTECT PROPERTY LINE STAKES THROUGHOUT THE

CONSTRUCTION OF THE PROJECT.

LAYOUT NOTES:

LAYOUT PLAN - BANTZ PARK

N O

R T H 0' 10' 20' 40'

SCALE 1" = 20'

U T

N S

- B

1" = 20'

GRADING PLAN - BANTZ PARK

N O

R T H 0' 10' 20' 40'

SCALE 1" = 20'

CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING "THE PENNSYLVANIA ONE-CALL SYSTEM" AT 1-800-242-1776 TO OBTAIN INFORMATION ON UTILITY LOCATIONS ONSITE PRIOR TO INITIATING

CONSTRUCTION.

CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF THE TIME AND DATE OF THE

PRE-CONSTRUCTION MEETING.

CONTRACTOR SHALL CHECK AND VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION.

ALL PERIMETER EROSION CONTROL MEASURES MUST BE IN PLACE BEFORE ANY WORK BEGINS.

CONTRACTOR SHALL IMPLEMENT AND MAINTAIN ALL EROSION AND SEDIMENTATION CONTROL

MEASURES, TEMPORARY AS WELL AS PERMANENT, THROUGHOUT THE LIFE OF THE PROJECT.

CONTRACTOR SHALL TAKE WHATEVER MEASURES ARE NECESSARY TO CONTROL WATER AND

WIND EROSION (DUST CONTROL). ADJACENT ROAD SHALL BE KEPT CLEAN AND UNOBSTRUCTED

AT ALL TIMES.

SAW CUT NEAT, STRAIGHT, SHARP LINE WITH VERTICAL EDGES WHERE PROPOSED PAVING ABUTS

EXISTING PAVEMENT.

WHERE PROPOSED PAVEMENT ABUTS EXISTING PAVEMENT, MEET LINE AND GRADE OF THE

EXISTING PAVEMENT.

CONTRACTOR SHALL FIELD VERIFY ALL EXISTING SPOT GRADES, CONTOURS, AND ELEVATIONS

PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES BETWEEN EXISTING FIELD

CONDITIONS AND THE CONTRACT DRAWINGS SHALL BE REPORTED IMMEDIATELY TO THE

LANDSCAPE ARCHITECT FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK.

IF A 5% MAXIMUM LONGITUDINAL GRADE CAN BE ACHIEVED, CENTER TRAIL BETWEEN THE TWO

COURTS.

CONTOURS AND SPOT GRADES ARE CONTROLS ONLY. ALL GRADING SHALL BE SMOOTH AND

CONTINUOUS. TOPS AND BOTTOMS OF ALL SLOPES SHALL BE ROUNDED.

CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS FROM THE MUNICIPALITY

RELATIVE TO THE CONSTRUCTION PROPOSED ON THIS PLAN.

THE CONTRACTOR, PRIOR TO INITIATING CONSTRUCTION, SHALL BE RESPONSIBLE FOR NOTIFYING

ANY UTILITY COMPANY WHO'S UTILITY LINES OR FACILITIES EXIST ONSITE.

CONTRACTOR SHALL COMPLY WITH ALL MUNICIPAL, STATE, AND FEDERAL REGULATIONS IN

EFFECT AT THE TIME OF SUBMISSION.

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL, TRENCH BARRICADING AND

COVERING, SHEETING AND SHORING AS NECESSARY.

EXISTING IMPROVEMENTS DAMAGED BY CONSTRUCTION ACTIVITIES, INCLUDING EROSION

CONTROL MEASURES, SHALL BE REPAIRED/REBUILT TO MATCH PREVIOUS CONDITIONS.

CONSTRUCTION NOTES:

1 2 3 5 6 7

1 2 3 5 6 7 8

R e m a rk

D a te

N o

R e v is io n s

D ra w in g T it le

F o r:

Date:

By:

Scale:

S o u th

N e w b e rr y S tr e e t

Y o rk

P e n n s y lv a

-9 w w w .y s m la .c o m

L a n d sc a p e A rc h it ec ts

L O

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1\ C

A D

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-0 1_

C D s .d

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G ra d in g B a n tz

L O

T T E

-2

:4 A

P re p a re d F o r:

Project Number:

O N

K C

O U

R T

O F

K, Y

O R

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O U

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7/22/2026

AEY/JAR

26CSD-01

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DEMOLITION NOTES:

1 EXISTING BITUMINOUS PAVEMENT TO BE REMOVED.

PRESERVE AND PROTECT EXISTING TREES. REMOVE EXISTING PAVEMENT IN AREAS OF

TREE ROOTS USING HAND TOOLS TO PRESERVE ROOTS AND AVOID CUTTING ROOTS.

AutoCAD SHX Text

EXISTING BITUMINOUS WALK

C O

R U

O N

AS NOTED

SIDELINE

CENTER LINE

S100SCALE: 1" = 10'

4'-0"

3'-0"

18'-10" FOUL SHOT

19'-0" TO CENTER 19'-9" 5'-3"

3'-0"

1'-0"

3'-0"

1'-

R6'-0"(TYP.)

R6'-0 "R2'-0"

POST FOR BACKBOARD (TYP.)

NEUTRAL ZONE MARKS 12" WIDE BY 8"

DEEP (WHITE)

LANE SPACE MARKS 2" WIDE BY 8"

DEEP

END LINE

BACKBOARD

NOTES:

1. THE MIDCOURT MARKS SHALL BE THE

SAME COLOR AS THE BOUNDARY LINES.

2. ALL LINES SHALL BE 2" WIDE (NEUTRAL

ZONE EXCLUDED) WHITE PAINT.

3. ALL DIMENSIONS ARE TO THE INSIDE

EDGES OF LINES UNLESS OTHERWISE

NOTED.

4. SEE LAYOUT PLAN FOR EDGE OF

PAVEMENT.

74'-0"

37'-0" 37'-0"

23'-0" 14'-0"

BASKETBALL COURT (74'x42') S4

1.5" WEARING COURSE

3" MIN. #2A COARSE AGGREGATE

EXISTING BITUMINOUS PAVEMENT

DIMENSIONED EDGE

2.5" BINDER COURSE

2'-0"

2'x2' WIDE COURT PAVEMENT

MEMBRANE CENTERED ON

CRACKS

5.5" MIN. BINDER AT

PAVEMENT EDGE

SCALE: AS NOTED

BASKETBALL COURT PAVEMENT OVERLAY

2'-0"

LIMITS OF 3" 2A COARSE

AGGREGATE

5" BINDER AT PAVEMENT EDGE

REPRESENTATIVE

EXISTING SURFACE CRACK (TYP.)

2'x2' COURT PAVEMENT MEMBRANE

AT SURFACE CRACKS (TYP.)

SECTION

PLAN

EDGE OF PAVEMENT

NOT TO SCALE

SCALE: 1" = 1'-0"

COURT CRACK FILLER IN

EXISTING CRACKS

COURT SURFACE

NOTE:

DEPTH OF 2A COARSE

AGGREGATE AND PAVEMENT

EDGE BINDER COURSE VARIES

DUE TO SLOPE AND EXISTING

PAVEMENT ELEVATION.

1'-6" (MIN.)

COMPACTED OR UNDISTURBED

SUBGRADE

FINISHED GRADE

BENCH POST

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

CONCRETE FOOTING WITH 1" DOME

S600

BENCH FOOTING

0'-9"

0'-6"

1-1/2" WEARING COURSE

6" #2A COARSE AGGREGATE

COMPACTED OR UNDISTURBED

SUBGRADE

TAMP EDGE

DIMENSIONED EDGE

2" BINDER COURSE

SCALE: 1" = 1'-0"

S206

BITUMINOUS WALK

SCALE: 1" = 1'-0"

S203

0'-6"

0'-9"

8" #2A COARSE AGGREGATE

COMPACTED OR

UNDISTURBED SUBGRADE

5.5" BINDER COURSE

1.5" WEARING COURSE

COLOR SURFACE

TAMP EDGE

DIMENSIONED EDGE

BITUMINOUS PAVEMENT - COURT2

S104SCALE: 1/2" = 1'-0"

3'-0" Ø

CONCRETE FOOTING

COMPACTED OR

UNDISTURBED SUBGRADE

FINISH GRADE

POST

NOTE:

FIELD CHECK HEIGHT OF RIM TO

PAVEMENT FINISH GRADE PRIOR TO

SETTING POST FOOTINGS.

BASKETBALL POST FOOTING

1 2 3 5 6 7

1 2 3 5 6 7 8

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7/22/2026

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1'-0"

1'-0"Ø

(TYP.)

10'-0" MAX. SPACING

SCALE: 1/2" = 1'-0" S612

COMPACTED OR

UNDISTURBED

SUBGRADE

CONCRETE

FOOTING

W/ 1" DOME

FINISHED GRADE

BOTTOM RAIL

CORNER POST OR END POST

TRUSS ROD WITH TURNBUCKLE

LOCATED AT CORNERS AND

ENDS ONLY

LINE POST

TOP RAIL

CAP

FABRIC MESH W/ KNUCKLE

SELVAGE TOP AND BOTTOM.

HOG RINGS 12" O.C. AT TOP RAIL,

POSTS AND TENSION WIRE

NOTE:

COURT OVERLAY PAVEMENT

SHALL COVER TOP OF

CONCRETE FOOTING.

CHAIN LINK FENCE - 6' HIGH

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

1'-3"

1% SLOPE

2" CLEAR (TYP.)

1" CHAMFER

(ALL EDGES)

FINISH GRADE

(LAWN)

E L O

W F

H E

D G

R A

D E

E V

E A

PLAN VIEW

SECTION

TOPSOIL

COMPACTED OR UNDISTURBED

SUBGRADE

SLIP DOWEL AT EXPANSION JOINT

WITH #4 REBAR 18" LONG, 3 PER

JOINT, 18" O.C., INSERTED EQUAL

LENGTH INTO BOTH SIDES, ONE END

COATED WITH NON-BONDING AGENT.

#4 REBAR 12" O.C. (EACH WAY)

CONCRETE (LOCATE ONE EXPANSION

JOINT MID-LENGTH ON ANGLED WALL)

COMPACTED 2A COARSE

AGGREGATE, TYP.

CONTROL JOINT;

SAW CUT 1-1/2" DEPTH

1"x1" CHAMFER (TYP.);

SILAFLEX - 1A CAULK OR

EQUAL, BOTH SIDES

NOTES:

1. SEE GRADING PLAN FOR SPOT

ELEVATIONS.

2. PLACE CHAMFERED CONTROL

JOINTS AT 45° ANGLE IN WALL

LAYOUT. DO NOT INTERRUPT

REINFORCING AT JOINTS.

3. CHAMFER VERTICAL EDGE AT

4. WALL SIDES AND ENDS.

CONCRETE SEAT WALL

TOPSOIL

STOCKPILE

LIMITS OF DISTURBANCE

(0.95 ACRES)

TOPSOIL

STOCKPILE

LIMITS OF DISTURBANCE

(0.39 ACRES)

N O

R T H 0' 10' 20' 40'

SCALE 1" = 20'

EROSION & SEDIMENTATION CONTROL PLAN - BANTZ PARK EROSION & SEDIMENTATION CONTROL PLAN - HUDSON PARK

O N

C O

O L

1" = 20'

COMPOST FILTER SOCK

LIMIT OF DISTURBANCE

ROCK CONSTRUCTION

ENTRANCE

LOD

FS FS

R.C.E.

LEGEND

1 2 3 5 6 7

1 2 3 5 6 7 8

R e m a rk

D a te

N o

R e v is io n s

D ra w in g T it le

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Date:

By:

Scale:

S o u th

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Project Number:

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7/22/2026

AEY/JAR

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N O

R T H 0' 10' 20' 40'

SCALE 1" = 20'

AutoCAD SHX Text

EXISTING BITUMINOUS WALK

AutoCAD SHX Text

S BELVIDERE AVE

AutoCAD SHX Text

HAY ST

AutoCAD SHX Text

N FRANKLIN ST

AutoCAD SHX Text

EXISTING SIDEWALK

AutoCAD SHX Text

EXISTING PLAYGROUND

AutoCAD SHX Text

EXISTING PLAYGROUND

EXISTING PAVILION

O N

C O

O L

AS NOTED

NOT TO SCALE

12" COMPOST FILTER SOCK

' M

50' MIN.

A S

H T O

EARTH FILL

PIPE AS NECESSARY

EXISTING ROADWAY

MOUNTABLE

BERM (6 IN. MIN.)*

EXISTING

GROUND

GEOTEXTILE

E X

G R

O A

D W

A Y

PLAN VIEW

PROFILE

* MOUNTABLE BERM USED TO PROVIDE PROPER COVER FOR PIPE

NOTES:

1. REMOVE TOPSOIL PRIOR TO INSTALLATION OF ROCK CONSTRUCTION ENTRANCE. EXTEND ROCK OVER

FULL WIDTH OF ENTRANCE.

2. RUNOFF SHALL BE DIVERTED FROM ROADWAY TO A SUITABLE SEDIMENT REMOVAL BMP PRIOR TO

ENTERING ROCK CONSTRUCTION ENTRANCE.

3. MOUNTABLE BERM SHALL BE INSTALLED WHEREVER OPTIONAL CULVERT PIPE IS USED AND PROPER PIPE COVER AS SPECIFIED BY MANUFACTURER IS NOT OTHERWISE PROVIDED. PIPE SHALL BE SIZED

APPROPRIATELY FOR SIZE OF DITCH BEING CROSSED.

4. MAINTENANCE: ROCK CONSTRUCTION ENTRANCE THICKNESS SHALL BE CONSTANTLY MAINTAINED TO THE SPECIFIED DIMENSIONS BY ADDING ROCK. A STOCKPILE SHALL BE MAINTAINED ON SITE FOR THIS PURPOSE. ALL SEDIMENT DEPOSITED ON PAVED ROADWAYS SHALL BE REMOVED AND RETURNED TO THE CONSTRUCTION SITE IMMEDIATELY. IF EXCESSIVE AMOUNTS OF SEDIMENT ARE BEING DEPOSITED ON

ROADWAY, EXTEND LENGTH OF ROCK CONSTRUCTION ENTRANCE BY 50 FOOT INCREMENTS UNTIL

CONDITION IS ALLEVIATED OR INSTALL WASH RACK. WASHING THE ROADWAY OR SWEEPING THE DEPOSITS INTO ROADWAY DITCHES, SEWERS, CULVERTS, OR OTHER DRAINAGE COURSES IS NOT

ACCEPTABLE.

S407

ROCK CONSTRUCTION ENTRANCE

NOT TO SCALE

F L O

W F L O

DISTURBED AREA

UNDISTURBED AREA

SECTION

PLAN VIEW

EXISTING

CONTOURS

COMPOST

FILTER SOCK

2" x 2" WOODEN

STAKES PLACED

10' ON CENTER

2" x 2" WOODEN STAKES

PLACED 10' ON CENTER

COMPOST

FILTER SOCK

BLOWN/PLACED

FILTER MEDIA

DISTURBED AREA

UNDISTURBED AREA

NOTES:

1. SOCK FABRIC SHALL MEET STANDARDS OF TABLE 4.1 OF THE PA DEP EROSION CONTROL MANUAL.

COMPOST SHALL MEET THE STANDARDS OF TABLE 4.2 OF THE PA DEP EROSION CONTROL MANUAL.

2. COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE BARRIER SHALL BE EXTENDED AT LEAST 8 FEET UP SLOPE AT 45 DEGREES TO THE MAIN BARRIER ALIGNMENT.

MAXIMUM SLOPE LENGTH ABOVE ANY BARRIER SHALL NOT EXCEED THAT SPECIFIED FOR THE SIZE OF

THE SOCK AND THE SLOPE OF ITS TRIBUTARY AREA.

3. TRAFFIC SHALL NOT BE PERMITTED TO CROSS COMPOST FILTER SOCKS.

4. ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES 1/2 THE ABOVE GROUND HEIGHT OF

THE BARRIER AND DISPOSED IN THE MANNER DESCRIBED ELSEWHERE IN THE PLAN.

5. COMPOST FILTER SOCKS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT. DAMAGED

SOCKS SHALL BE REPAIRED ACCORDING TO MANUFACTURER’S SPECIFICATIONS OR REPLACED WITHIN

24 HOURS OF INSPECTION.

6. BIODEGRADABLE COMPOST FILTER SOCKS SHALL BE REPLACED AFTER 6 MONTHS;

PHOTODEGRADABLE SOCKS AFTER 1 YEAR. POLYPROPYLENE SOCKS SHALL BE REPLACED ACCORDING

TO MANUFACTURER’S RECOMMENDATIONS.

7. UPON STABILIZATION OF THE AREA TRIBUTARY TO THE SOCK, STAKES SHALL BE REMOVED. THE SOCK MAY BE LEFT IN PLACE AND VEGETATED OR REMOVED. IN THE LATTER CASE, THE MESH SHALL BE CUT

OPEN AND THE MULCH SPREAD AS A SOIL SUPPLEMENT.

DISTURBED AREA

J-HOOK

SUMP

AREA

COMPOST

FILTER SOCK

F L O

CONSTRUCTION SEQUENCE

1. SEEDBED PREPARATION - LOOSEN UPPER 3 INCHES BY DICING, RAKING,

OR OTHER ACCEPTABLE MEANS.

2. SEEDING - FOR THE PERIOD OF MARCH 1 THROUGH OCTOBER 31 APPLY 10

LBS. / 1,000 SQ. YDS. "FAST GROW" ANNUAL RYGRASS AND FOR THE

PERIOD OF NOVEMBER 1 THROUGH FEBRUARY 28 APPLY 10 LBS. / 1,000

YDS. WINTER RYGRASS.

3. MULCHING - CLEAN HAY OR STRAW. APPLY MULCH UNIFORMLY AT A

MINIMUM RATE OF 3 TONS/ACRE FOR TEMPORARY AND PERMANENT

SEEDING. PROPERLY ANCHOR MULCH. MULCHING MUST ALSO BE

PROVIDED FOR THE STABILIZATION OF DISTURBED AREAS DURING THE

NON-GROWING SEASON.

4. APPLY LIME, FERTILIZER, AND MULCH AS FOLLOWS: PULVERIZED

AGRICULTURAL LIMESTONE, 1 TON/ACRE; 5-5-5 COMMERCIAL ANALYSIS

FERTILIZER, 1,000 LBS./ACRE; MULCH, 3 TONS/ACRE.

1. AT LEAST 3 DAYS BEFORE STARTING ANY EARTH DISTURBANCE

ACTIVITIES, ALL CONTRACTORS INVOLVED IN THOSE ACTIVITIES SHALL

NOTIFY THE PENNSYLVANIA ONE CALL SYSTEM INCORPORATED AT 8-1-1

FOR THE LOCATION OF EXISTING UNDERGROUND UTILITIES.

2. ESTABLISH PERIMETER CONTROLS:

- 12" DIA. COMPOST FILTER SOCK

- ROCK CONSTRUCTION ENTRANCE

INSPECT PERIMETER CONTROLS AFTER EACH RAIN EVENT.

3. DEMO EXISTING FEATURES TO BE REMOVED.

4. STRIP AND STOCKPILE TOPSOIL TO THE LOCATION AS SHOWN ON THE

PLAN. THIS SHALL BE DONE AS NECESSARY FOR COMPLETION OF THAT

STAGE OF CONSTRUCTION AND TO MINIMIZE SOIL EROSION FROM SITE

DISTURBANCE.

5. EXCAVATE AND GRADE TO SUBGRADE AND STABILIZE WITH

AGGREGATE. ONLY EXCAVATE AN AREA THAT CAN BE BACKFILLED

WITH STONE THAT SAME DAY.

6. CONSTRUCT SITE AMENITIES AND AND PAVEMENT SURFACES.

7. PLACE TOP SOIL, RESTORE DISTURBED AREAS, AND APPLY PERMANENT

SEEDING.

8. UPON REMOVAL OF TOPSOIL STOCKPILE, GRADE AREA SMOOTH TO

MATCH SURROUNDING GRADE.

9. UPON THE FULL ESTABLISHMENT OF THE LAWN AREAS AND PAVEMENT,

REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROLS AND

PERMANENTLY STABILIZE ALL AREAS DISTURBED DURING REMOVAL OF

SUCH E&S CONTROL DEVICES.

TEMPORARY SEEDING TABLE

SITE CONDITION SEED MIXTURE

SEEDING RATE -

PURE LIVE SEED

TEMPORARY

GRASS COVER

'FAST GROW' ANNUAL

RYGRASS

( MARCH 1 TO

OCTOBER 31 ) 10 LBS. /

1,000 SQ. YDS.

WINTER RYE GRASS

( NOVEMBER 1 TO

FEBRUARY 28 )

LAWN AREAS

SEEDING NOTES

PERMANENT SEEDING TABLE

SITE CONDITION SEED MIXTURE % MIX

SEEDING RATE -

PURE LIVE SEED

PERMANENT

GENERAL LAWN

MIXTURE *

CREEPING RED FESCUE

(FESTUCA RUBRA) 30

3-5 LBS. /

1,000 SQ. FT.

KENTUCKY BLUEGRASS,

'BARON' (POA

PRATENSIS, 'BARON')

KENTUCKY BLUEGRASS,

'NAVY' (POA PRATENSIS,

'NAVY')

ANNUAL RYEGRASS

(LOLIUM MULTIFLORUM) 10

PERENNIAL RYGRASS,

'AMAZING XL'

(LOLIUM PERENNE,

'AMAZING XL')

* SEED MIX: 5311 CONSERVATION MIX - ERNMX-114 OF ERNST

CONSERVATION SEEDS OR APPROVED EQUAL

EROSION AND SEDIMENTATION CONTROL NOTES

1. A COPY OF THE EROSION AND SEDIMENT CONTROL PLAN MUST BE AVAILABLE AT THE PROJECT SITE

AT ALL TIMES.

2. ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE FOLLOWING

SEQUENCE. EACH STAGE SHALL BE COMPLETED AND IMMEDIATELY STABILIZED BEFORE ANY

FOLLOWING STAGE IS INITIATED. CLEARING, GRUBBING AND TOPSOIL STRIPPING SHALL BE LIMITED

ONLY TO THOSE AREAS DESCRIBED IN EACH STAGE.

3. IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL FOR

ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE OPERATOR SHALL IMPLEMENT

APPROPRIATE BEST MANAGEMENT PRACTICES TO ELIMINATE THE POTENTIAL FOR ACCELERATED

EROSION AND/OR SEDIMENT POLLUTION AND NOTIFY THE YORK COUNTY CONSERVATION DISTRICT.

4. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE THROUGH A SEDIMENT CONTROL BMP, SUCH AS A PUMPED WATER FILTER BAG OR EQUIVALENT SEDIMENT REMOVAL FACILITY, OVER UNDISTURBED

VEGETATED AREAS.

5. IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE, THE OPERATOR SHALL STABILIZE THE DISTURBED AREAS. DURING NON-GERMINATING PERIODS, MULCH MUST BE APPLIED AT THE SPECIFIED RATES. DISTURBED AREAS WHICH ARE NOT AT FINISHED GRADE AND WHICH WILL BE RE-DISTURBED

WITHIN 1 YEAR MUST BE STABILIZED IN ACCORDANCE WITH THE TEMPORARY VEGETATIVE

STABILIZATION SPECIFICATIONS. DISTURBED AREAS WHICH ARE AT FINAL GRADE OR WHICH WILL NOT BE RE-DISTURBED WITHIN 1 YEAR MUST BE STABILIZED IN ACCORDANCE WITH THE PERMANENT

VEGETATIVE STABILIZATION SPECIFICATIONS.

6. UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENT CONTROL BMPS MUST BE MAINTAINED PROPERLY. MAINTENANCE MUST INCLUDE INSPECTIONS OF ALL EROSION AND SEDIMENT CONTROL BMPS AFTER EACH RUNOFF EVENT AND ON A WEEKLY BASIS. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR, REPLACEMENT, RE-GRADING, RESEEDING, RE-MULCHING AND RE-NETTING MUST BE PERFORMED IMMEDIATELY. IF EROSION AND SEDIMENT CONTROL BMPS FAIL TO PERFORM AS EXPECTED, REPLACEMENT BMPS, OR MODIFICATIONS OF THOSE

INSTALLED WILL BE REQUIRED.

7. ANY SEDIMENT REMOVED FROM BMPS DURING CONSTRUCTION WILL BE RETURNED TO UPLAND

AREAS ON SITE AND INCORPORATED INTO THE SITE GRADING.

8. ALL BUILDING MATERIALS AND WASTES MUST 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.

WASTES COULD CONSIST OF CONSTRUCTION MATERIALS (BRICKS, BLOCKS, CONCRETE, LUMBER)

9. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE REMOVAL OF ANY EXCESS MATERIAL AND MAKE SURE THE SITE(S) RECEIVING THE EXCESS HAS AN APPROVED EROSION AND SEDIMENT CONTROL

PLAN THAT MEETS THE CONDITIONS OF CHAPTER 102 AND/OR OTHER STATE AND FEDERAL

REGULATIONS.

10. FAILURE TO CORRECTLY INSTALL E&S BMPS, FAILURE TO PREVENT SEDIMENT-LADEN RUNOFF FROM LEAVING THE EARTH DISTURBANCE ACTIVITY, OR FAILURE TO TAKE IMMEDIATE CORRECTIVE ACTION TO RESOLVE FAILURE OF E&S BMPS MAY RESULT IN ADMINISTRATIVE, CIVIL, AND/OR CRIMINAL PENALTIES BEING INSTITUTED BY THE DEPARTMENT AS DEFINED IN SECTION 602 OF THE PENNSYLVANIA CLEAN

STREAMS LAW. THE CLEAN STREAMS LAW PROVIDES FOR UP TO $10,000 PER DAY IN CIVIL

PENALTIES, UP TO $10,000 IN SUMMARY CRIMINAL PENALTIES, AND UP TO $25,000 IN MISDEMEANOR

CRIMINAL PENALTIES FOR EACH VIOLATION.

11. UPON TEMPORARY CESSATION OF AN EARTH DISTURBANCE ACTIVITY OR ANY STAGE OR PHASE OF AN ACTIVITY WHERE A CESSATION OF EARTH DISTURBANCE ACTIVITIES WILL EXCEED 4 DAYS, THE SITE

SHALL BE IMMEDIATELY SEEDED, MULCHED, OR OTHERWISE PROTECTED FROM ACCELERATED

EROSION AND SEDIMENTATION PENDING FUTURE EARTH DISTURBANCE ACTIVITIES.

12. PERMANENT STABILIZATION IS DEFINED AS A MINIMUM UNIFORM 70% PERENNIAL VEGETATIVE COVER

OR OTHER PERMANENT NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST

ACCELERATED SURFACE EROSION AND SUBSURFACE CHARACTERISTICS SUFFICIENT TO RESIST

SLIDING AND OTHER MOVEMENTS.

13. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED AT THE LOCATION(S) SHOWN ON THE PLAN DRAWINGS IN THE AMOUNT NECESSARY TO COMPLETE THE FINISH GRADING OF ALL EXPOSED AREAS THAT ARE TO BE STABILIZED BY VEGETATION. EACH STOCKPILE

SHALL BE PROTECTED IN THE MANNER SHOWN ON THE PLAN DRAWINGS. TOPSOIL STOCKPILE

HEIGHTS SHALL NOT EXCEED 35 FEET. STOCKPILE SIDE SLOPES MUST BE 2:1 OR FLATTER.

14. UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENT CONTROL BMPS MUST BE MAINTAINED PROPERLY. MAINTENANCE MUST INCLUDE INSPECTIONS OF ALL EROSION AND SEDIMENT CONTROL BMPS AFTER EACH RUNOFF EVENT AND ON A WEEKLY BASIS. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEANOUT, REPAIR, REPLACEMENT, RE-GRADING, RESEEDING, RE-MULCHING AND RE-NETTING MUST BE PERFORMED IMMEDIATELY. IF EROSION AND SEDIMENT CONTROL BMPS FAIL TO PERFORM AS EXPECTED, REPLACEMENT BMPS OR MODIFICATIONS OF THOSE

INSTALLED WILL BE REQUIRED.

1 2 3 5 6 7

1 2 3 5 6 7 8

R e m a rk

D a te

N o

R e v is io n s

D ra w in g T it le

F o r:

Date:

By:

Scale:

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N e w b e rr y S tr e e t

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P e n n s y lv a

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P re p a re d F o r:

Project Number:

O N

K C

O U

R T

O F

K, Y

O R

K C

O U

, P

7/22/2026

AEY/JAR

26CSD-01

O F

S, R

N, A

N U

R K, P A

) 8

-0

C on ta ct

: T O

M L

, S

Sheets and Views

S1-Cover

26CSD-01_CDs-S2-Layout & Grading (Hudson).pdf

Sheets and Views

S2-Layout & Grading (Hudson)

26CSD-01_CDs-S3-Layout & Grading (Bantz).pdf

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S3-Layout & Grading (Bantz)

26CSD-01_CDs-S4-Details.pdf

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S4-Details

26CSD-01_CDs-S5-E&S.pdf

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S5-E&S

26CSD-01_CDs-S6-E&S Details.pdf

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S6-E&S Details

File details come from the government source that posted it. Updated Jul 28, 2026.