1-25JFB-01 CDs- 070826 Bid Set.pdf

PDF 6 MB Posted Jul 9, 2026

Attached to: Playground Improvements Contract No. 1 – Site Improvement Contract
Solicitation number: Not on record
Issued by: York County, Pennsylvania

About this file

Written by GovTribe AI · Jul 9, 2026

This document is a set of construction drawings and specifications for the Jefferson Borough Playground Improvements project located in Jefferson Borough, York County, Pennsylvania. The project, prepared by YSM Landscape Architects and surveyed by C.S. Davidson, Inc., involves comprehensive site improvements to Donald L. Harbold Community Park. The scope of work includes demolition of existing playground equipment, border timber, pavement, and concrete pads; construction of new bituminous and concrete pavement; installation of playground equipment with wood mulch safety surfacing; grading and drainage improvements; landscaping with fountain grass and black-eyed Susan plantings; installation of benches, trash receptacles, and signage; and erosion and sedimentation control measures. The project encompasses approximately 0.27 acres of disturbance and includes construction details for concrete curbing, bituminous trails, concrete pavement, pavilion footings, accessible parking facilities, and a Keystone Recreation, Park and Conservation Fund acknowledgement sign. A pre-bid conference is scheduled for Wednesday, July 22, 2026, at 11:00 AM at the Jefferson Borough municipal building, 48 Baltimore Street, Codorus, PA 17311, with sealed proposals due electronically by 10:00 AM on Thursday, July 30, 2026. The contract is identified as Contract No. 1 – Site Improvement Contract.

The project is subject to the Pennsylvania Prevailing Wage Act, and all bidders must provide a bid bond or certified check equal to 10 percent of the total base bid, a non-collusion affidavit, and performance and payment bonds each in the amount of 100 percent of the contract price. Bids will remain effective for 60 calendar days from the bid opening date and cannot be withdrawn during this period. All bidders must bid on all items listed on the Bid Form, including unit costs and alternatives. The project has received funding assistance from the Department of Conservation and Natural Resources Bureau of Recreation and Conservation through the Keystone Recreation, Park and Conservation Fund. Plans and contract documents are available at no cost through PennBid (www.pennbid.net). Jefferson Borough reserves the right to accept or reject any or all bids, to re-advertise, and to award the contract in the manner deemed most favorable to the borough's interests.

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LIST OF DRAWINGS:

LANDSCAPE ARCHITECT:

OWNER:

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

S2................ EXISTING CONDITIONS AND DEMOLITION PLAN

S3................ LAYOUT PLAN

S4................ GRADING PLAN

S5................ CONSTRUCTION DETAILS

S6................ EROSION AND SEDIMENTATION CONTROL PLAN

SURVEYOR:

SITE LOCATION MAP

SCALE: 1" = 500'

JEFFERSON BOROUGH

48 BALTIMORE STREET

CODORUS, PA 17311

(717) 229-0545

CONTACT: DAN KAUFFMAN, COUNCIL

C.S. DAVIDSON, INC.

38 NORTH DUKE STREET

YORK, PA 17401

(717) 846-4805

CONTACTS: PAUL BRINKMAN AND JASON SNYDER

DWG. NO.: 0780T0P0

FILE NO.: 0780.8.05.00

Landscape Architects 19 South Newberry Street

York, PA 17401

(717) 812-9959 anny@ysmla.com

CONTACT: ANN YOST, RLA

Construction Documents for:

JEFFERSON BOROUGH

PLAYGROUND IMPROVEMENTS

Jefferson Borough, York County, Pennsylvania July 2026

PROPOSED FEATURES PLAN

N O

RTH

SITE

PROPOSED BITUMINOUS

PAVEMENT

PROPOSED TOT LOT / SWINGS

LEGEND:

DETAIL NO.

SHEET NO.

420.63

BITUMINOUS PAVEMENT

CONCRETE PAVEMENT

SAFETY SURFACE

DETAIL DESIGNATION

SPOT GRADE

CONTOUR

CONTOUR (INDEX)

DEMOLITION NOTE DESIGNATION

CONSTRUCTION NOTE DESIGNATION

TRASH RECEPTACLE

BENCH WITH BACK

PROPERTY LINE

ADJOINER

RIGHT-OF-WAY

EASEMENT

CONTOUR

CONTOUR (INDEX)

FENCE

UTILITY POLE

OVERHEAD ELECTRIC LINE

SANITARY SEWER LINE

STORMWATER LINE

TREELINE

DECIDUOUS TREE

CONIFEROUS TREE

CONCRETE PAVEMENT

PROPOSED

EXISTING

0' 15' 30' 60'

SCALE 1" = 30'

AutoCAD SHX Text Birch St

AutoCAD SHX Text Parking Lot

AutoCAD SHX Text Baltimore St (SR 0516)

AutoCAD SHX Text Edge of Pavement

AutoCAD SHX Text Parking Lot

AutoCAD SHX Text Cherry Street (Unopened)

AutoCAD SHX Text

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1. TOPOGRAPHIC SURVEY PREPARED BY C.S. DAVIDSON, INC. DATED: DECEMBER 18, 2025,

PROJECT NUMBER 078010014.

SURVEY NOTES:

EXISTING BORDER TIMBER TO BE REMOVED.

EXISTING PLAYGROUND MULCH TO BE REMOVED.

EXISTING SWING SET TO BE REMOVED.

EXISTING PAVEMENT TO BE REMOVED. SAW OUT EXISTING PAVEMENT W/

NEAT STRAIGHT, SHARPLINE W/ VERTICAL EDGES WHERE EXISTING PAVING IS TO

BE REMOVED.

EXISTING CONCRETE PAD TO BE REMOVED. PROVIDE PICNIC TABLE/BENCHES TO

OWNER.

REMOVE EXISTING SIGN AND PROVIDE TO OWNER FOR RE-USE.

EXISTING SITE IMPROVEMENTS TO BE PROTECTED AND PRESERVED.

PROTECT EXISTING PAVEMENT TO REMAIN.

DEMOLITION NOTES:

N O

RTH 0' 5' 10' 20'

SCALE 1" = 10'

AutoCAD SHX Text Basketball Court

AutoCAD SHX Text Swing Set

AutoCAD SHX Text Bench

AutoCAD SHX Text Stones

AutoCAD SHX Text Conc. Pad

AutoCAD SHX Text Air Conditioning Units

AutoCAD SHX Text Conc. Pad with Picnic Table and Benches

AutoCAD SHX Text Trash Can

AutoCAD SHX Text Walking Path

AutoCAD SHX Text Stairs

AutoCAD SHX Text Walking Path

AutoCAD SHX Text Playground Mulch

AutoCAD SHX Text Playground Equipment

AutoCAD SHX Text Playground Mulch

AutoCAD SHX Text Retaining Wall

AutoCAD SHX Text Conc. Pad with Bench

AutoCAD SHX Text Conc. Driveway

AutoCAD SHX Text Bituminous Driveway

AutoCAD SHX Text Boarder Timber

AutoCAD SHX Text Birch St

AutoCAD SHX Text Parking Lot

AutoCAD SHX Text Edge of Pavement

AutoCAD SHX Text Parking Lot

AutoCAD SHX Text Cherry Street (Unopened)

AutoCAD SHX Text

7'65'

45°

20'

15.09'

E J

8.75'

36'

14.25'

45°

R = 2'

7.22'

P.O.B.

3.18'5

R = 5'

R = 3'

R = 15'

ALIGN

N.I.C.

E J

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1. 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.

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

OF CONSTRUCTION ACTIVITIES.

3. DIMENSIONS GIVEN ARE TO THE OUTSIDE FACE OF CURB UNLESS OTHERWISE

NOTED.

4. MAINTAIN AND PROTECT PROPERTY LINE STAKES THROUGHOUT THE

CONSTRUCTION OF THE PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE

FOR OBTAINING ALL PERMITS FROM THE MUNICIPALITY RELATIVE TO THE

CONSTRUCTION PROPOSED IN THIS PLAN.

5. PROVIDE 4-INCH WIDE WHITE PAINTED LINE FOR PARKING SPACES (TYPICAL).

6. MEET LINE AND GRADE OF EXISTING PAVEMENT / STEP

7. ALIGN W/ EXISTING PAVEMENT

8. PAVEMENT STRIPPING AND ACCESSIBLE PARKING SPACE MARKINGS SHALL BE

COMPLETED UNDER A SEPARATE CONTRACT.

LAYOUT NOTES:

N O

RTH 0' 5' 10' 20'

SCALE 1" = 10'

AutoCAD SHX Text Basketball Court

AutoCAD SHX Text Bench

AutoCAD SHX Text Stones

AutoCAD SHX Text Air Conditioning Units

AutoCAD SHX Text Trash Can

AutoCAD SHX Text Walking Path

AutoCAD SHX Text Stairs

AutoCAD SHX Text Walking Path

AutoCAD SHX Text Playground Equipment

AutoCAD SHX Text Playground Mulch

AutoCAD SHX Text Retaining Wall

AutoCAD SHX Text Conc. Pad with Bench

Bituminous Driveway

717.49 716.85

717.05

717.11

717.46

717.33

718.03

717.76717.18

717.48

717.35

717.34 717.05

717.58

717.61

718.01717.86

718.07

718.01717.86

717.55

717.98

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1. 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.

2. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT / THE OWNER'S

REPRESENTATIVE AND THE COUNTY CONSERVATION DISTRICT OF THE TIME AND DATE OF

THE PRE-CONSTRUCTION MEETING.

3. CONTRACTOR SHALL CHECK AND VERIFY ALL EXISTING CONDITIONS PRIOR TO

CONSTRUCTION.

4. THE CONTRACTOR, PRIOR TO INITIATING CONSTRUCTION, SHALL BE RESPONSIBLE FOR

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

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

BEGINS.

6. CONTRACTOR SHALL IMPLEMENT AND MAINTAIN ALL EROSION AND SEDIMENTATION

CONTROL MEASURES, TEMPORARY AS WELL AS PERMANENT, THROUGHOUT THE LIFE OF THE

PROJECT.

7. 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.

8. STORMWATER MANAGEMENT FACILITIES TO INCLUDE SWALES, PIPES, INLETS, ETC. SHALL BE

MAINTAINED IN DESIGN CONDITION AND KEPT FREE OF FILL AND OBSTRUCTIONS.

9. WHERE PROPOSED PAVEMENT ABUTS EXISTING PAVEMENT / WALL, MEET LINE AND GRADE

OF THE EXISTING PAVEMENT / WALL. NO MORE THAN 1/4" DIFFERENCE BETWEEN MATERIALS

IS PERMITTED.

10. SAW CUT NEAT, STRAIGHT, SHARP LINE WITH VERTICAL EDGES WHERE PROPOSED

PAVEMENT ABUT EXISTING PAVEMENT.

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

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

12. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS FROM THE MUNICIPALITY

RELATIVE TO THE CONSTRUCTION PROPOSED ON THIS PLAN.

13. THE CONTRACTOR, PRIOR TO INITIATING CONSTRUCTION, SHALL BE RESPONSIBLE FOR

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

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

EFFECT AT THE TIME OF SUBMISSION.

15. NOTHING SHALL BE PLACED, PLANTED, SET, OR PUT WITHIN THE AREA OF AN EASEMENT

THAT WOULD ADVERSELY AFFECT THE FUNCTION OF THE EASEMENT.

16. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL, TRENCH BARRICADING

AND COVERING, SHEETING AND SHORING AS NECESSARY.

17. NO BUILDING OR OTHER OBSTRUCTION THAT WOULD OBSCURE THE VISION OF A MOTORIST

SHALL BE PERMITTED WITHIN THE CLEAR SITE TRIANGLE. OBSTRUCTIONS, GRADING, AND/OR

PLANTINGS LESS THAN 3 FEET ABOVE THE STREET GRADE SHALL BE PERMITTED.

18. ACCESSIBLE PARKING SPACES AND AISLES SHALL NOT EXCEED 2 % SLOPE IN ANY

DIRECTION.

19. ALL PROPOSED WALKS SHALL MAINTAIN A 1 % MINIMUM AND 2 % MAXIMUM CROSS SLOPE

WITH A MAXIMUM 5 % LONGITUDINAL RUNNING SLOPE UNLESS OTHERWISE NOTED

20. PROVIDE GRADUAL TRANSITION IN GRADING TO MEET EXISTING CONDITIONS WITHIN LIMITS OF

DISTURBANCE.

21. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE REPAIRED TO

PRE-CONSTRUCTION CONDITIONS. LAWN AREAS DISTURBED BY CONSTRUCTION SHALL BE FINE

GRADED AND SEEDED TO BLEND WITH SURROUNDING GRADES TO A NEAT UNIFORM

APPEARANCE.

22. CUT END OF UNDERDRAIN TO MATCH SURROUNDING GRADE.

23. PAVEMENT STRIPPING AND ACCESSIBLE PARKING SPACE MARKINGS SHALL BE COMPLETED A

SEPARATE CONTRACT.

24. PLAYGROUND SLIDE TO BE REPLACED - ADD ALTERNATIVE. REMOVE EX. MULCH AS NECESSARY

TO COMPLETE REPLACEMENT AND RESTORE MULCH TO SURROUNDING DEPTH AFTER

REPLACEMENT.

25. CURB INSTALLED AT HEIGHT OF FULL DEPTH SAFETY SURFACE MULCH.

CONSTRUCTION NOTES:

N O

RTH 0' 5' 10' 20'

SCALE 1" = 10'

SpacingRootSizeCommon NameBotanical NameBasebid QuantitySymbol

PLANT LIST N.I.C.

As ShownCont.No. 2 ContPennisetum alopecuroides 'Hameln'10Pa

Rf 23 Rudbeckia fulgida Black-eyed Susan Cont As ShownNo. 2 Cont.

Hameln Fountain Grass

AutoCAD SHX Text Basketball Court

AutoCAD SHX Text Bench

AutoCAD SHX Text Stones

AutoCAD SHX Text Air Conditioning Units

AutoCAD SHX Text Trash Can

AutoCAD SHX Text Walking Path

AutoCAD SHX Text Stairs

AutoCAD SHX Text Walking Path

AutoCAD SHX Text Playground Equipment

AutoCAD SHX Text Playground Mulch

AutoCAD SHX Text Retaining Wall

AutoCAD SHX Text Conc. Pad with Bench

AutoCAD SHX Text Bituminous Driveway

AutoCAD SHX Text

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AS NOTED

SCALE: 1" = 1'-0"

S104A

COMPACTED OR

UNDISTURBED SUBGRADE

6" - #57 COARSE AGGREGATE

FINISHED GRADE

CONCRETE CURB EDGING - WOOD MULCH SAFETY SURFACE

1'-0" MIN WOOD MULCH SURFACING

(COMPACTED DEPTH)

CLASS 4 GEOTEXTILE FABRIC

6" PERFORATED UNDERDRAIN

6" #57 COARSE AGGREGATE

CLASS 1 GEOTEXTILE FABRIC

1% MIN.1% MIN.

COMPACTED OR

UNDISTURBED SUBGRADE

SCALE: 1" = 1'-0"

S106

1'-

1'-6"

WOOD MULCH SAFETY SURFACE

X XX X X X X

BROOM FINISH

SCALE: 1" = 1'-0" S210

COMPACTED OR UNDISTURBED

SUBGRADE

4" #57 COARSE AGGREGATE

4" CONCRETE

WELDED WIRE FABRIC

6 x 6 x W1.4 x W1.4

1/2" EXPANSION JOINT WITH

SEALANT, 30' O.C. MAX.

TOOL JOINT 1/2" DEPTH MIN.

CONCRETE PAVEMENT

(NF)

STEEL BASE PLATE

STEEL COLUMN

(6) #4 REBAR (NF)

1'-

2'-0" Ø

1'-

(4) 3/4"Ø x 18" ANCHOR BOLTS (NF)

CONCRETE FOOTER (NF)

PROVIDE 95% COMPACTION OF

BACKFILL AROUND

FOUNDATIONS

#4 STIRRUPS, 1'-6"Ø

12" VERT. O.C. (NF)

1/2" EXPANSION JOINT (NF)

* (NF) DENOTES ITEMS NOT FURNISHED BY THE

PAVILION MANUFACTURER

S603SCALE: 1" = 1'-0"

NOTE: A PA ENGINEER SEALED

DRAWING WILL BE PROVIDED BY

OWNER PRIOR TO CONSTRUCTION.

PAVILION FOOTING N.I.C.

SCALE: 1" = 1'-0"

S206

0'-6"

0'-9"

COMPACTED OR UNDISTURBED

SUBGRADE

6" #2A COARSE AGGREGATE

2" BINDER COURSE

1-1/2" WEARING COURSE

TAMP EDGE

DIMENSIONED EDGE

BITUMINOUS PAVEMENT - TRAIL

1'-

0'-7"

0'-8"

SCALE: 1" = 1'-0"

SECTION

CONTRACTION JOINT

S219

COMPACTED OR UNDISTURBED

SUBGRADE

#57 COARSE AGGREGATE

CONCRETE

FINISH GRADE OF PAVEMENT

1/4" RADIUS

3/4" RADIUS

SAW CUT 2" DEEP, 3/16" WIDE.

20' MAX. TO 4' MIN. SPACING

CONCRETE CURB

Funding assistance has been provided by the Department of Conservation and Natural Resources

Bureau of Recreation and Conservation Keystone Recreation, Park and Conservation Fund

DONALD L. HARBOLD

COMMUNITY PARK

JEFFERSON BOROUGH

SCALE: AS NOTED

PARK ACKNOWLEDGEMENT SIGN9

KEYSTONE RECREATION, PARK

AND CONSERVATION FUND LOGO

24"

1.5"

1.50" LETTERS, 1" SPACING,

FONT: ARIAL BOLD, COLOR: WHITE

1.00" LETTERS,

FONT: ARIAL BOLD,

COLOR: WHITE

0.75" LETTERS,

0.50" SPACING,

FONT: ARIAL NARROW,

COLOR: WHITE

SIGNAGE

SCALE: 2" = 1'-0"

SIGN PANEL

(2) 4" X 4" PT POST @ 17.5" O.C.

POST

NOT TO SCALE

ROUND EXPOSED SHARP

EDGES WITH POWER SANDER

COMPACTED BACKFILL

#2A COARSE AGGREGATE

COMPACTED OR

UNDISTURBED SUBGRADE

FINISH GRADE

4" X 4" PT POST (TYP.) 1.50" (TYP.)

BACKGROUND,

COLOR: GREEN

0.25" BORDER,

COLOR: WHITE

Y P

NOT TO SCALE

S212

DIRECTION OF FINISH STROKES IS

PARALLEL TO OR IS PERPENDICULAR

TO JOINT SCORING PATTERN.

TOOL JOINT OR EXPANSION JOINT

2" WIDE SMOOTH TOOLED FINISH

BOTH SIDES OF JOINT

PERPENDICULAR CONCRETE FINISH

RESERVED

PARKING

VAN

ACCESSIBLE

NOTE:

RESERVED PARKING SIGNS SHALL BE INSTALLED PER THE SPECIFICATIONS

FOUND IN THE PENN DOT MANUAL ON OFFICIAL TRAFFIC CONTROL DEVICES,

TITLE 67, CHAPTER 211, SUBCHAPTER C, SECTION 211.241. SIGN TYPE USED

SHALL BE R7-8 12" x 18" AS SHOWN.

WALKWAY

CLCLCL

SCALE: 1" = 10'-0"

11'-0" 5'-0" 8'-0" STANDARD

SPACE

(SEE PLAN

FOR

WIDTH)

VAN

ACCESSIBLE

ADA SPACE

S E

E P

L A

N F

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T H

INTERNATIONAL SYMBOL OF

ACCESSIBILITY (TYP.). PAINT

SYMBOL WHITE AND THE

BACKGROUND BLUE.

0'-4" WHITE LINE (TYP.)

WHEEL STOP (TYP.)

EDGE OF PARKING AREA

ACCESSIBLE

PARKING SIGN

ACCESSIBLE PARKING SIGN

- VAN ACCESSIBLE

S622A

FINISH

GRADE

PLAN

SIGNAGE

STANDARD

ADA SPACE

ACCESSIBLE PARKING FACILITIES

TOPSOIL

STOCKPILE

LIMITS OF

DISTURBANCE

(0.27 ACRES)

717 718

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1"=10'

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SCALE 1" = 10'

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. THE CONTRACTOR SHALL FIELD MARK THE LIMITS OF DISTURBANCE FOR ALL

WORK PRIOR TO THE START OF CONSTRUCTION.

2. ESTABLISH EROSION AND SEDIMENTATION CONTROLS:

- 12" DIA. COMPOST FILTER SOCK

- ROCK CONSTRUCTION ENTRANCE

INSPECT PERIMETER CONTROLS AFTER EACH RAIN EVENT.

3. STRIP TOPSOIL IN AREA OF PROPOSED GRADING AND STOCKPILE TOPSOIL AT

LOCATION SHOWN ON THE PLAN.

4. BEGIN ROUGH GRADING.

5. GRADE AREA FOR SITE IMPROVEMENTS.

6. CONSTRUCT SITE IMPROVEMENTS.

7. PLACE TOPSOIL ON DISTURBED AREAS TO BE SEEDED AND IMMEDIATELY

PERMANENTLY SEED AND MULCH.

8. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT

STABILIZATION OF ALL DISTURBED AREAS, REMOVE EROSION AND

SEDIMENTATION CONTROL MEASURES.

TEMPORARY SEEDING TABLE

SITE

CONDITION

SEED MIXTURE

SEEDING RATE -

PURE LIVE SEED

TEMPORARY

GRASS COVER

'FAST GROW' ANNUAL

RYEGRASS

( MARCH 1 TO

OCTOBER 31 ) 10 LBS. /

1,000 SQ. YDS.

WINTER RYEGRASS

( NOVEMBER 1 TO

FEBRUARY 28 )

LAWN AREAS

TEMPORARY SEEDING NOTES

LIMITS OF DISTURBANCE

COMPOST FILTER SOCK

ROCK CONSTRUCTION

ENTRANCE

R.C.E.

LEGEND

NOTES:

1. COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE

SOCK SHALL BE EXTENDED AT LEAST 8 FEET UP SLOPE AT 45 DEGREES TO THE MAIN SOCK

ALIGNMENT. STAKES MAY BE INSTALLED IMMEDIATELY DOWNSLOPE OF THE SOCK IF SO

SPECIFIED BY THE MANUFACTURER.

2. TRAFFIC SHALL NOT BE PERMITTED TO CROSS FILTER SOCKS.

3. ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES HALF THE ABOVEGROUND

HEIGHT OF THE SOCK AND DISPOSED IN THE MANNER DESCRIBED ELSEWHERE IN THE PLAN.

4. 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.

5. BIODEGRADABLE FILTER SOCKS SHALL BE REPLACED AFTER 6 MONTHS; PHOTODEGRADABLE

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

MANUFACTURER’S RECOMMENDATIONS.

6. 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.

2"x2" WOODEN STAKES PLACE 10' O.C.

12" FILTER SOCK

UNDISTURBED AREA

BLOWN/PLACED FILTER MEDIA

DISTURBED AREA

2"x2" WOODEN

STAKES PLACE

10' O.C.

12" FILTER SOCK

UNDISTURBED AREA

SECTION VIEW

PLAN VIEW

DISTURBED AREAEXISTING CONTOURS

F L O

FLO

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.

ROCK CONSTRUCTION ENTRANCE

NOT TO SCALE

AutoCAD SHX Text Basketball Court

AutoCAD SHX Text Bench

AutoCAD SHX Text Trash Can

AutoCAD SHX Text Walking Path

AutoCAD SHX Text Stairs

AutoCAD SHX Text Walking Path

AutoCAD SHX Text Playground Equipment

AutoCAD SHX Text Playground Mulch

AutoCAD SHX Text Retaining Wall

AutoCAD SHX Text Conc. Pad with Bench

AutoCAD SHX Text

Sheets and Views

S1-Cover

25JFB-01_CDs-S6-E&S.pdf

Sheets and Views

S6-E&S

25JFB-01_CDs-S5-Details.pdf

Sheets and Views

S5-Details

25JFB-01_CDs-S4-Grading.pdf

Sheets and Views

S4-Grading

25JFB-01_CDs-S3-LAYOUT.pdf

Sheets and Views

S3-Layout

25JFB-01_CDs-S2-Demo.pdf

Sheets and Views

S2-Demo

25JFB-01_CDs-S4-Grading.pdf

Sheets and Views

S4-Grading

25JFB-01_CDs-S5-Details.pdf

Sheets and Views

S5-Details

File details come from the government source that posted it. Updated Jul 9, 2026.