2_Scranton_3-Park_Improvements_Project_Plan_Set.pdf

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MARCH 10, 2023

Park Location Map

PORTION OF AERIALS

46002540PAN, 46002530PAN, 47002540PAN, 47002530PAN,

48002540PAN, 48002530PAN (PASDA; PEMA 2018)

NOTICE FOR CONSTRUCTION PHASE AND 10 WORKING

DAYS IN DESIGN STAGE - STOP CALL 1-800-242-1776

PENNSYLVANIA LAW REQUIRES 3 WORKING DAYS

CALL BEFORE YOU DIG

PENNSYLVANIA ONE CALL SYSTEM, INC.

CV

ORCHARD STREET / CONNORS PARK; NORTH SCRANTON MINI PARK; AND NOVEMBRINO SPLASH PARK

PROPERTY OWNER

CITY OF SCRANTON

340 NORTH WASHINGTON AVENUE

SCRANTON, PA 18503

(570)-348-4100

Mayor

Paige Gebhardt Cognetti

City Council

William King Mark McAndrew

President / Chair of Rules Committee Vice President / Chair of Public Safety Committee

Jessica Rothchild, PT, DPT Thomas S. Schuster

Chair of Community Development Committee Chair of Finance Committee

Gerald Smurl

Chair of Public Works Committee

Project Contacts

Eileen Cipriani, Director

Office of Community Development

DRAWING INDEX

DESCRIPTION

SHEET

OS-1

CV

PARK IMPROVEMENTS PLAN

OS-2

SITE DETAILS & NOTES

NS-1

EXISTING CONDITIONS PLAN

NS-2

SITE DEMOLITION / E&S PLAN

NS-3

PARK IMPROVEMENTS PLAN

NS-4

SITE DETAILS & NOTES

COVER

ES-1

EROSION & SEDIMENTATION CONTROL DETAILS

Professional Responsibilities

Thomas J. McLane & Associates: Overall Site and Playground Layout; Site Demolition; Landscape Architecture

Colwell-Naegele Associates: Civil Engineering; E&S Control Measures

Recreation Resources: Playground Supply & Installation at Novembrino Splash Park

Kompan: Playground Supply & Installation at Orchard Street Park and N. Scranton Mini-Park

Professional Seals

ORCHARD STREET PARK

NORTH SCRANTON MINI-PARK

NOVEMBRINO SPLASH PARK

NV-1

PARK IMPROVEMENTS PLAN

NV-2

SITE DETAILS & NOTES

COMMON TO ALL PARKS

ES-2

EROSION & SEDIMENTATION CONTROL NOTES

ORCHARD

STREET

PARK

NOVEMBRINO

SPLASH

PAD

NORTH

SCRANTON

MINI- PARK

ORCHARD

STREET

PARK

NOVEMBRINO

SPLASH

PAD

NORTH

SCRANTON

MINI- PARK

OS-1

PARK

IMPROVEMENTS

PLAN

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LEGEND

NEW CONCRETE

LAYOUT BASELINE

POURED IN PLACE

OS-2

SITE DETAILS

& NOTES

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NOTE: GC WILL EXCAVATE TO SUBGRADE & INSTALL PERIMETER CURB/ SHELF, 2B STONE

SUBBASE, GEOTEXTILE FABRIC AND 4" PVC DRAIN PIPES. PLAYGROUND INSTALLER WILL

FURNISH AND INSTALL PIP SAFETY SURFACING AND PLAYGROUND EQUIPMENT. GC WILL BE

RESPONIBLE FOR EXCAVATION TO SUBGRADE.

PLAYGROUND MANUFACTURER & INSTALLER

CONTACT INFORMATION

KOMPAN

605 WEST HOWARD LANE, SUITE 101

AUSTIN, TEXAS 78753

MATT BURNS, PRINCIPAL SALES REPRESENTATIVE

PHONE: (310) 775-5082

EMAIL: MatBur@Kompan.com

DEPRESSED CURB DETAILS

NOT TO SCALE

OS-2

POURED-IN-PLACE

SAFETY SURFACE

CONTINUOUS

CONCRETE SHELF

(12"W x 6"D); DOWEL

INTO CURB

CONTINUOUS

CONCRETE SHELF

(12"W x 6"D)

CONTINUOUS CONCRETE SHELF

(12"W x 6"D) ALONG THE FULL

LENGTH OF CURB AND PIP EDGES;

USE MOUNDED 2B STONE TO HELP

'FORM' THE POUR

NOTE: CONCRETE TO BE

PENNDOT 408 - CLASS 'A'

3500 P.S.I. CONCRETE

CONCRETE CURB

(6"W x 18"D)

CLEAN WASHED AASHTO #57 STONE

FILTER FABRIC (CLASS 1)

PROVIDE CONTROL JOINTS

AT MAX. 5'-0" ON CENTER AND

" EXP. JOINT AT MAX. 20'-0"

ON CENTER.

COMPACTED SUBSOIL TO 95%

LAWN OR CONCRETE WALK EXTENSIONS

NOTE:

1. SURFACE OF RUBBER POURED-IN-PLACE AND DEPRESSED CURB AND/OR

EXISTING CONCRETE WALKWAYS TO BE FLUSH (NO DEVIATION IN

ELEVATIONS); PIP BY KOMPAN; AFTER USE AND WEAR, THE TRANSITION

SHALL NEVER EXCEED MORE THAN

" CHANGE IN ELEVATIONS.

2. IN NO CASE SHALL CONCRETE WASH WATER BE ALLOWED TO ENTER ANY

SURFACE WATERS OR GROUNDWATER SYSTEMS.

NOT TO SCALE

POURED-IN-PLACE SURFACING

OS-2

Perennial Ryegrass Mixture(Lolium perenne). A combination of improved certified varieties with no one variety exceeding 50% of the total Ryegrass component. * Creeping

Red Fescue or Chewing Fescue. * Kentucky Bluegrass Mixture (Poa pratensis). A combination of improved certified varieties with no one variety exceeding 25% of the total

Bluegrass component.

LAWN MIX PENNDOT FORMULA 'B'

SEED RATE : 3 LB PER 1000SF MULCH RATE 3 TONS PER ACRE

OS-2

NOT TO SCALE

LAWN SEEDING - DISTURBED AREAS

REUSE ONSITE SOILS; PRIOR

TO FINE GRADING, TILL /

AERATE THE TOP 2 INCHES

SUBGRADE

LAWN MIX

2"

WIDTH VARIES TO FIT EXISTING CONDITIONS

NOTE: IN NO CASE SHALL CONCRETE WASH WATER BE ALLOWED TO

ENTER ANY SURFACE WATERS OR GROUNDWATER SYSTEMS. SEE

DETAIL 3/ES-1 FOR DIRECTION.

2 1/2" GATE / END POST

12"

2" LINE POST

12"

GATE

4'-0"

10' - 0"

8" DIA.

(3500 PSI

CONCRETE)

10" DIA.

(3500 PSI

CONCRETE)

AASHTO #57 STONE

BLACK

VINYL-COATED

Scope: Furnish all labor, material, equipment, tools, and incidentals necessary for the installation of Chain-link fencing at locations shown on the Drawings. The work includes but is not limited to installation of framework, fabric, gates, related hardware and accessories, and associated concrete footings and/or anchor plate.

Details:

- Applicable ASTM International Standards (latest revisions) as they apply to this work and related test methods, including: A153 / A153M Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware;

F626 Specification for Fence Fittings; F1043 Specification for Strength and Protective Coatings on Steel

Industrial Chain Link Fence Framework; F1083 Specification for Pipe, Steel, Hot-Dipped Zinc-Coated

(Galvanized) Welded, for Fence Structures

i. FABRIC: Chain-link, 9 gauge (GA) with a uniform square mesh measuring approximately 2” between its parallel sides, woven out of galvanized chain-link steel wire; ASTM F668 Class 2B, Fushion Bonded

ii. PIPES: ASTM F1083 and ASTM F1043, Group-1C, Schedule 40; PVC coating 10-15 mls. Thick, Color to match fence fabric (black)

1. 2” OD terminal posts (end, corner & pull); line posts to be 2” OD, Schedule 40 as well, due to minimal quantity

2. 2 ½” OD gate posts, Schedule 40

3. Top Rail: M/M 1-5/8” OD, ASTM F1083, Schedule 40

iii. FITTINGS: ASTM F626, galvanized; Wire ties 9 GA; Bottom tension wire is 9 GA, vinyl coated black

iv. FLANGE: The drawings (3/C-3) specify a square 6” x 6” x ¼” flange. However, there are multiple sizes & shapes in the market that would be an approved equal.

NOT TO SCALE

PLAYGROUND INSTALLATION NOTES

OS-2

NOT TO SCALE

CHAIN LINK FENCE

OS-2

NOTE:

1. SURFACING INSTALLATION BY OTHERS: CONTRACTOR TO PREPARE SUBBASE & INSTALL

ABUTTING CONCRETE CURBS & CONCRETE SHELF.

2. SURFACE OF RUBBER POURED-IN-PLACE AND DEPRESSED CURB AND/OR EXISTING

CONCRETE WALKWAYS TO BE FLUSH (NO DEVIATION IN ELEVATIONS);

3. PIP BY KOMPAN. AFTER USE AND WEAR, THE TRANSITION SHALL NEVER EXCEED MORE

THAN

" CHANGE IN ELEVATIONS.

4. IN NO CASE SHALL CONCRETE WASH WATER BE ALLOWED TO ENTER ANY SURFACE

WATERS OR GROUNDWATER SYSTEMS.

5. CONCRETE TO BE PENNDOT 408 - CLASS 'A' 3500 P.S.I. CONCRETE

OS-2

NOT TO SCALE

DECIDUOUS TREE PLANTING (NIC; BY CITY)

NOT TO SCALE

CONCRETE WALKWAY EXTENSIONS

OS-2

SCALE: 1 INCH = 5 FEET

SWINGSET AREA PERIMETER CURB LAYOUT

OS-2

SEEDING NOTES:

1. SEED SHALL BE SURFACE SOWN, THEN PUSHED INTO

CONTACT WITH THE SOIL, EITHER MANUALLY USING A

RAKE OR MECHANICALLY USING DRAG.

2. SEED SHALL BE SPREAD UNDER DRY CONDITIONS.

3. CONTRACTOR SHALL USE ONLY PURE LIVE SEED (PLS).

IF NOT PLS, THEN CONTRACTOR MUST BUY ADDITIONAL

SEED TO ATTAIN THE 100% GERMINATION VALUE.

4. SLOW RELEASE FERTILIZATION SHALL OCCUR AT TIME

OF SEEDING. USE OSMOCOTE, A PALLETIZED

FERTILIZER.

5. TIME OF SEEDING SHOULD OCCUR WITHIN THE

GROWING SEASON, LATE APRIL TO MID-OCTOBER.

6. MIX SEED WITH DRY SAND TO FACILITATE UNIFORM

COVERAGE WHEN HAND-BROADCASTING THE SEED

RECOMMENDED MULCHING SPECIFICATIONS

1. MULCHING SHALL BE PROVIDED AS REQUIRED IN AREAS DIFFICULT TO VEGETATE, AND DURING OFF-SEASON OPERATIONS.

MULCHING METHODS AND MATERIALS SHALL CONFORM TO THE FOLLOWING:

a. MULCH MATERIALS SHALL BE UNROTTED SALT HAY, HAY OR SMALL GRAIN STRAW APPLIED AT THE RATE OF 3 TONS PER

ACRE. MULCH BLOWER SHALL NOT GRIND OR CHOP THE MATERIAL. WOODCHIPS, FREE OF INSECTS AND DISEASE ARE

PERMITTED AT A RATE OF 4-6 TONS PER ACRE.

b. MULCH SHALL BE SPREAD UNIFORMLY BY HAND OR MECHANICALLY SO THAT APPROXIMATELY 85% TO 95% OF THE SOIL

SURFACE WILL BE COVERED.

c. MULCH ANCHORING SHALL BE ACCOMPLISHED IMMEDIATELY AFTER PLACEMENT TO MINIMIZE LOSS BY WIND OR WATER.

THIS MAY BE DONE BY ONE OF THE FOLLOWING METHODS, DEPENDING UPON THE SIZE OF THE SLOPE.

PEG AND TWINE: DRIVE 8” TO 10” PEGS TO WITHIN 2” TO 3” OF THE SOIL SURFACE EVERY 4' IN ALL DIRECTIONS. STAKES

MAY BE DRIVEN BEFORE OR AFTER APPLYING MULCH. SECURE THE MULCH TO THE SOIL SURFACE BY STRETCHING

TWINE BETWEEN PEGS IN A CRISS-CROSS OR SQUARE PATTERN, AND SECURE THE TWINE AROUND EACH PEG WITH

TWO OR MORE ROUND TURNS.

MULCH NETTING: STAPLE PAPER, JUTE, COTTON OR PLASTIC NETTINGS TO THE SOIL SURFACE. USE DEGRADABLE

NETTING IN AREAS TO BE MOWED.

MULCH MATERIALS AND BINDERS SHALL BE ROLLED IN PLACE BY TRACKED VEHICLE OR OTHER SUITABLE EQUIPMENT.

d. APPLICATIONS SHOULD BE HEAVIER AT EDGES WHERE WIND CATCHES THE MULCH, IN VALLEYS AND AT CRESTS OF

BANKS. REMAINDER OF AREA SHOULD BE UNIFORM IN APPEARANCE.

e. WOOD-FIBER OR PAPER-FIBER MULCH AT THE RATE OF 1,500 LBS PER ACRE, OR PER MANUFACTURER

RECOMMENDATION, MAY BE APPLIED BY A HYDROSEEDER. USE IS LIMITED TO FLATTER SLOPES AND DURING OPTIMUM

SEEDING PERIODS IN SPRING AND FALL.

f. OTHER:

WHERE EXCESSIVE SOIL EROSION, TRACKING OR FLOWING OF SEDIMENT IS EVIDENT OR ANTICIPATED, A MINIMUM OF

4” OF CRUSHED STONE SHALL BE PLACED WITHIN THE AFFECTED AREA AND MAINTAINED UNTIL PERMANENT

STABILIZATION IS PROVIDED. ADDITIONAL STONE SHALL BE PLACED AS REQUIRED UNTIL STABILIZATION IS ACHIEVED.

CRUSHED STONE SHALL CONFORM TO AASHTO DESIGNATION M43. SIZE NO. 2 (2-1/2” TO 1-1/2”).

NS-1

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EXISTING

CONDITIONS

PLAN

LEGEND

ASPHALT

SPOT ELEVATION

+ 1312.25

CONCRETE CURBS

NS-2

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SITE

DEMOLITION /

E&S PLAN

LEGEND

EXISTING ASPHALT

ROCK CONSTRUCTION ENTRANCE

SPOT ELEVATION

+ 1312.25

DEMO HATCH

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NS-3

PARK

IMPROVEMENTS

PLAN

LEGEND

PROPOSED ASPHALT

RIP-RAP

DRAIN PIPE

SPOT ELEVATION

+ 1312.25

P

PIP SURFACING

PROPOSED CURB WITH CONC. SHELF

PROPOSED CONTOURS

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NS-4

SITE DETAILS

& NOTES

Testing: Standard ASTM testing for concrete by an independent agency is part of the general contractors scope of work. This includes compressive strength, slump and air content testing. As stated in Section 03301: Cast-in-Place Concrete the concrete mix will have the following properties: Compressive Strength (28 days) - 3500 psi; Slump - 4 inches; and Air Content - 4.5 to 7.0 percent.

SOIL MIXTURE:

- 50% Septic Sand

- 25% Existing Soils / Topsoil

- 25% Compost (mushroom soil, decomposed mulch,..)

6" MAX. PONDING (799 TOP; 798.50 BOTTOM)

3" MULCH LAYER

SUBGRADE, TOP TILLED MIN. 4"

EMERGENT VEGETATION

(BY OTHERS)

SUBGRADE PREPARATION

1. EXISTING SUB-GRADE IN BIORETENTION AREAS SHALL NOT BE COMPACTED OR SUBJECT TO EXCESSIVE CONSTRUCTION EQUIPMENT TRAFFIC.

2. INITIAL EXCAVATION CAN BE PERFORMED DURING ROUGH SITE GRADING BUT SHALL NOT BE CARRIED TO WITHIN ONE FEET OF THE FINAL BOTTOM ELEVATION.

FINAL EXCAVATION SHOULD NOT TAKE PLACE UNTIL ALL DISTURBED AREAS IN THE DRAINAGE AREA HAVE BEEN STABILIZED.

3. WHERE EROSION OF SUB-GRADE HAS CAUSED ACCUMULATION OF FINE MATERIALS AND/OR SURFACE PONDING IN THE GRADED BOTTOM, THIS MATERIAL SHALL

BE REMOVED WITH LIGHT EQUIPMENT AND THE UNDERLYING SOILS SCARIFIED TO A MINIMUM DEPTH OF 6 INCHES WITH A YORK RAKE OR EQUIVALENT BY LIGHT

TRACTOR.

4. BRING SUB-GRADE OF BIORETENTION AREA TO LINE, GRADE, AND ELEVATIONS INDICATED. FILL AND LIGHTLY REGRADE ANY AREAS DAMAGED BY EROSION, PONDING, OR TRAFFIC COMPACTION. ALL BIORETENTION AREAS SHALL BE LEVEL GRADE ON THE BOTTOM.

5. HALT EXCAVATION AND NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF EVIDENCE OF SINKHOLE ACTIVITY ARE ENCOUNTERED IN THE BIORETENTION AREA.

RAIN GARDEN INSTALLATION

1. UPON COMPLETION OF SUB-GRADE WORK, THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED AND SHALL INSPECT AT HIS/HER DISCRETION BEFORE PROCEEDING

WITH BIORETENTION INSTALLATION.

2. FOR THE SUBSURFACE STORAGE/INFILTRATION BED INSTALLATION, AMENDED SOILS SHOULD BE PLACED ON THE BOTTOM TO THE SPECIFIED DEPTH.

3. PLANTING SOIL SHALL BE PLACED IMMEDIATELY AFTER APPROVAL OF SUB-GRADE PREPARATION/BED INSTALLATION. ANY ACCUMULATION OF DEBRIS OR

SEDIMENT THAT TAKES PLACE AFTER APPROVAL OF SUB-GRADE SHALL BE REMOVED PRIOR TO INSTALLATION OF PLANTING SOIL.

4. INSTALL PLANTING SOIL (EXCEEDING ALL CRITERIA) IN 6-INCH MAXIMUM LIFTS AND LIGHTLY COMPACT (TAMP WITH BACKHOE BUCKET OR BY HAND). KEEP

EQUIPMENT MOVEMENT OVER PLANTING SOIL TO A MINIMUM - DO NOT OVER COMPACT. INSTALL PLANTING SOIL TO GRADES INDICATED ON THE DRAWINGS.

5. PLANT TREES AND SHRUBS ONLY FROM MID-MARCH THROUGH THE END OF JUNE OR FROM MID-SEPTEMBER THROUGH MID- NOVEMBER WITH APPROVAL BY LA.

6. PROTECT RAIN GARDENS FROM SEDIMENT AT ALL TIMES DURING CONSTRUCTION TO PREVENT SEDIMENT FROM WASHING INTO THESE AREAS DURING SITE

DEVELOPMENT.

7. WHEN THE SITE IS FULLY VEGETATED AND THE SOIL MANTLE STABILIZED THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED AND SHALL INSPECT THE RAIN GARDEN

DRAINAGE AREA AT HIS/HER DISCRETION BEFORE THE AREA IS BROUGHT ONLINE ARID SEDIMENT CONTROL DEVICES REMOVED.

8. WATER VEGETATION AT THE END OF EACH DAY FOR TWO WEEKS AFTER PLANTING IS COMPLETED.

YARD DRAIN NOTES:

1. DRAIN TO BE USED IS NYLOPLAST DRAIN BASIN WITH DOME

GRATE OR APPROVED EQUAL

2. 6" MINIMUM SUMP DEPTH

3. DOME GRATE MUST BE DUCTILE IRON AS PER ASTM A536

70-50-05

4. DOME GRATES FIT ONTO THE DRAIN BASINS WITH THE USE

OF A PVC BODY TOP

5. DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL

CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS

N-12/HANCOR DUAL WALL) N-12 HP, & PVC SEWER (4" - 24")

6. DOME GRATE HAVE NO LOAD RATING

INTEGRATED DUCTILE IRON GRATE

TO MATCH 8" DRAIN PIPE

8"

VARIOUS TYPES OF INLET & OUTLET

ADAPTERS AVAILABLE: 4" - 30" FOR

CORRUGATED HDPE (ADS N-12 HANCOR

DUAL WALL, ADS/HANCOR SINGLE

WALL), N-12 HP, PVC SEWER (EX: SDR

35), PVC DWV (EX: SCH 40), PVC

C900/C905, CORRUGATED & RIBBED PVC

(OUTPUT TO A 4" PIPE)

3130 VERONA AVE

BUFORD, GA 30518

PHN (770) 932-2443

FAX (770) 932-2490

www.nyloplast-us.com

THE BACKFILL MATERIAL SHALL BE

CRUSHED STONE OR OTHER

GRANULAR MATERIAL MEETING THE

REQUIREMENTS OF CLASS I,

CLASS II, OR CLASS III MATERIAL AS

DEFINED IN ASTM D2321.

BEDDING & BACKFILL FOR SURFACE

DRAINAGE INLETS SHALL BE

PLACED & COMPACTED UNIFORMLY IN

ACCORDANCE WITH ASTM D2321.

4" MIN

MINIMUM PIPE BURIAL

DEPTH SAME AS SUMP

(6")

NS-4

NOT TO SCALE

UNDERDRAIN PIPE DETAIL

1'-0"

V A

R I E

S

4" PVC PIPE

2"+ ROUNDS

TRENCH:

6" X 12"

6" DEPTH

2"+ ROUNDS CLEAN

WASHED GRAVEL

WRAP TRENCH IN

GEO-TEXTILE FABRIC

4" PVC, SMOOTH

PERFORATED OR SOLID PIPE

GEO-TEXTILE

FABRIC

(VAR. PERFORATED/SOLID)

VARIES: PIP SURFACING;

LAWN; ASPHALT

(BY GENERAL CONTRACTOR)

(BY GENERAL CONTRACTOR)

POURED IN PLACE

(SAFETY SURFACE)

NOTE: IN NO CASE SHALL CONCRETE WASH WATER BE ALLOWED TO ENTER

ANY SURFACE WATERS OR GROUNDWATER SYSTEMS. SEE DETAIL 3/ES-1 FOR

DIRECTION.

2 1/2" END POST

12"

2" LINE POST

12"

10' - 0"

8" DIA.

(3500 PSI

CONCRETE)

10" DIA.

(3500 PSI

CONCRETE)

AASHTO #57 STONE

CHAIN LINK FENCE

NS-4

SCALE: NOT TO SCALE

MATCH EXISTING; OR

REUSE THE EXISTING

FENCE MESH

Scope: Furnish all labor, material, equipment, tools, and incidentals necessary for the installation of Chain-link fencing at locations shown on the Drawings. The work includes but is not limited to installation of framework, fabric, gates, related hardware and accessories, and associated concrete footings and/or anchor plate. NOTE: EXISTING POSTS, FABRIC, ETC. CAN BE REUSED IF GOOD CONDITION.

Details:

- Applicable ASTM International Standards (latest revisions) as they apply to this work and related test methods, including: A153 / A153M Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware;

F626 Specification for Fence Fittings; F1043 Specification for Strength and Protective Coatings on Steel

Industrial Chain Link Fence Framework; F1083 Specification for Pipe, Steel, Hot-Dipped Zinc-Coated

(Galvanized) Welded, for Fence Structures

i. FABRIC: Chain-link, 9 gauge (GA) with a uniform square mesh measuring approximately 2” between its parallel sides, woven out of galvanized chain-link steel wire; ASTM F668 Class 2B, Fushion Bonded

ii. PIPES: ASTM F1083 and ASTM F1043, Group-1C, Schedule 40; PVC coating 10-15 mls. Thick, Color to match fence fabric (black)

1. 2” OD terminal posts (end, corner & pull); line posts to be 2” OD, Schedule 40 as well, due to minimal quantity

2. 2 ½” OD gate posts, Schedule 40

3. Top Rail: M/M 1-5/8” OD, ASTM F1083, Schedule 40

iii. FITTINGS: ASTM F626, galvanized; Wire ties 9 GA; Bottom tension wire is 9 GA, vinyl coated black

iv. FLANGE: The drawings (3/C-3) specify a square 6” x 6” x ¼” flange. However, there are multiple sizes & shapes in the market that would be an approved equal.

NOT TO SCALE

ASPHALT WALKWAY INSTALLATION

NS-4

ANY OVERLAP IN

FABRIC MUST BE

MIN. 4"

NOT TO SCALE

PLAYGROUND INSTALLATION NOTES

NS-4

NOTE: GC WILL EXCAVATE TO SUBGRADE & INSTALL PERIMETER CURB/ SHELF, 2B

STONE SUBBASE, GEOTEXTILE FABRIC AND 4" PVC DRAIN PIPES. PLAYGROUND

INSTALLER WILL FURNISH AND INSTALL PIP SAFETY SURFACING, PLAY EQUIPMENT

AND FITNESS EQUIPMENT.

PLAYGROUND MANUFACTURER & INSTALLER

CONTACT INFORMATION

KOMPAN

605 WEST HOWARD LANE, SUITE 101

AUSTIN, TEXAS 78753

MATT BURNS, PRINCIPAL SALES REPRESENTATIVE

PHONE: (310) 775-5082

EMAIL: MatBur@Kompan.com

DEPRESSED CURB DETAILS

NOT TO SCALE

NS-4

POURED-IN-PLACE

SAFETY SURFACE

CONTINUOUS

CONCRETE SHELF

(12"W x 6"D); DOWEL

INTO CURB

CONTINUOUS

CONCRETE SHELF

(12"W x 6"D)

CONTINUOUS CONCRETE SHELF

(12"W x 6"D) ALONG THE FULL

LENGTH OF CURB AND PIP EDGES;

USE MOUNDED 2B STONE TO HELP

'FORM' THE POUR

NOTE: CONCRETE TO BE

PENNDOT 408 - CLASS 'A'

3500 P.S.I. CONCRETE

CONCRETE CURB

(6"W x 18"D)

CLEAN WASHED AASHTO #57 STONE

FILTER FABRIC (CLASS 1)

PROVIDE CONTROL JOINTS

AT MAX. 5'-0" ON CENTER AND

" EXP. JOINT AT MAX. 20'-0"

ON CENTER.

COMPACTED SUBSOIL TO 95%

VARIES: LAWN OR ASPHALT WALKWAY

NOTE:

1. SURFACE OF RUBBER POURED-IN-PLACE AND DEPRESSED CURB/ ASPHALT

WALKWAYS TO BE FLUSH (NO DEVIATION IN ELEVATIONS); PIP BY KOMPAN;

AFTER USE AND WEAR, THE TRANSITION SHALL NEVER EXCEED MORE THAN

CHANGE IN ELEVATIONS.

2. IN NO CASE SHALL CONCRETE WASH WATER BE ALLOWED TO ENTER ANY

SURFACE WATERS OR GROUNDWATER SYSTEMS.

NOT TO SCALE

POURED-IN-PLACE SURFACING

NS-4

Perennial Ryegrass Mixture(Lolium perenne). A combination of improved certified varieties with no one variety exceeding 50% of the total Ryegrass component. * Creeping

Red Fescue or Chewing Fescue. * Kentucky Bluegrass Mixture (Poa pratensis). A combination of improved certified varieties with no one variety exceeding 25% of the total

Bluegrass component.

LAWN MIX PENNDOT FORMULA 'B'

SEED RATE : 3 LB PER 1000SF MULCH RATE 3 TONS PER ACRE

NS-4

NOT TO SCALE

LAWN SEEDING - DISTURBED AREAS

REUSE ONSITE SOILS; PRIOR

TO FINE GRADING, TILL /

AERATE THE TOP 2 INCHES

SUBGRADE

LAWN MIX

2"

NOTE:

1. SURFACING INSTALLATION BY OTHERS: CONTRACTOR TO PREPARE SUBBASE & INSTALL ABUTTING

CONCRETE CURBS & CONCRETE SHELF.

2. SURFACE OF RUBBER POURED-IN-PLACE AND DEPRESSED CURB / ASPHALT WALKWAYS TO BE FLUSH

(NO DEVIATION IN ELEVATIONS);

3. PIP BY KOMPAN. AFTER USE AND WEAR, THE TRANSITION SHALL NEVER EXCEED MORE THAN

CHANGE IN ELEVATIONS.

4. IN NO CASE SHALL CONCRETE WASH WATER BE ALLOWED TO ENTER ANY SURFACE WATERS OR

GROUNDWATER SYSTEMS.

5. CONCRETE TO BE PENNDOT 408 - CLASS 'A' 3500 P.S.I. CONCRETE

NS-4

NOT TO SCALE

DECIDUOUS TREE PLANTING (NIC; BY CITY)

VARIES: PIP SURFACING;

LAWN; ASPHALT

NS-4

NOT TO SCALE

YARD DRAIN

1.5' OF PLANTING MIX:

- 50% Septic Sand

- 25% Existing Soils / Topsoil

- 25% Compost (mushroom soil, decomposed mulch,..)

NOT TO SCALE

RAIN GARDEN

NS-4

WIDTH VARIES TO FIT EXISTING CONDITIONS

NOT TO SCALE

CONCRETE BENCH PAD

NS-4

SEEDING NOTES:

1. SEED SHALL BE SURFACE SOWN, THEN PUSHED INTO

CONTACT WITH THE SOIL, EITHER MANUALLY USING A

RAKE OR MECHANICALLY USING DRAG.

2. SEED SHALL BE SPREAD UNDER DRY CONDITIONS.

3. CONTRACTOR SHALL USE ONLY PURE LIVE SEED (PLS).

IF NOT PLS, THEN CONTRACTOR MUST BUY ADDITIONAL

SEED TO ATTAIN THE 100% GERMINATION VALUE.

4. SLOW RELEASE FERTILIZATION SHALL OCCUR AT TIME

OF SEEDING. USE OSMOCOTE, A PALLETIZED

FERTILIZER.

5. TIME OF SEEDING SHOULD OCCUR WITHIN THE

GROWING SEASON, LATE APRIL TO MID-OCTOBER.

6. MIX SEED WITH DRY SAND TO FACILITATE UNIFORM

COVERAGE WHEN HAND-BROADCASTING THE SEED

RECOMMENDED MULCHING SPECIFICATIONS

1. MULCHING SHALL BE PROVIDED AS REQUIRED IN AREAS DIFFICULT TO VEGETATE, AND DURING OFF-SEASON OPERATIONS.

MULCHING METHODS AND MATERIALS SHALL CONFORM TO THE FOLLOWING:

a. MULCH MATERIALS SHALL BE UNROTTED SALT HAY, HAY OR SMALL GRAIN STRAW APPLIED AT THE RATE OF 3 TONS PER

ACRE. MULCH BLOWER SHALL NOT GRIND OR CHOP THE MATERIAL. WOODCHIPS, FREE OF INSECTS AND DISEASE ARE

PERMITTED AT A RATE OF 4-6 TONS PER ACRE.

b. MULCH SHALL BE SPREAD UNIFORMLY BY HAND OR MECHANICALLY SO THAT APPROXIMATELY 85% TO 95% OF THE SOIL

SURFACE WILL BE COVERED.

c. MULCH ANCHORING SHALL BE ACCOMPLISHED IMMEDIATELY AFTER PLACEMENT TO MINIMIZE LOSS BY WIND OR WATER.

THIS MAY BE DONE BY ONE OF THE FOLLOWING METHODS, DEPENDING UPON THE SIZE OF THE SLOPE.

PEG AND TWINE: DRIVE 8” TO 10” PEGS TO WITHIN 2” TO 3” OF THE SOIL SURFACE EVERY 4' IN ALL DIRECTIONS. STAKES

MAY BE DRIVEN BEFORE OR AFTER APPLYING MULCH. SECURE THE MULCH TO THE SOIL SURFACE BY STRETCHING

TWINE BETWEEN PEGS IN A CRISS-CROSS OR SQUARE PATTERN, AND SECURE THE TWINE AROUND EACH PEG WITH

TWO OR MORE ROUND TURNS.

MULCH NETTING: STAPLE PAPER, JUTE, COTTON OR PLASTIC NETTINGS TO THE SOIL SURFACE. USE DEGRADABLE

NETTING IN AREAS TO BE MOWED.

MULCH MATERIALS AND BINDERS SHALL BE ROLLED IN PLACE BY TRACKED VEHICLE OR OTHER SUITABLE EQUIPMENT.

d. APPLICATIONS SHOULD BE HEAVIER AT EDGES WHERE WIND CATCHES THE MULCH, IN VALLEYS AND AT CRESTS OF

BANKS. REMAINDER OF AREA SHOULD BE UNIFORM IN APPEARANCE.

e. WOOD-FIBER OR PAPER-FIBER MULCH AT THE RATE OF 1,500 LBS PER ACRE, OR PER MANUFACTURER

RECOMMENDATION, MAY BE APPLIED BY A HYDROSEEDER. USE IS LIMITED TO FLATTER SLOPES AND DURING OPTIMUM

SEEDING PERIODS IN SPRING AND FALL.

f. OTHER:

WHERE EXCESSIVE SOIL EROSION, TRACKING OR FLOWING OF SEDIMENT IS EVIDENT OR ANTICIPATED, A MINIMUM OF

4” OF CRUSHED STONE SHALL BE PLACED WITHIN THE AFFECTED AREA AND MAINTAINED UNTIL PERMANENT

STABILIZATION IS PROVIDED. ADDITIONAL STONE SHALL BE PLACED AS REQUIRED UNTIL STABILIZATION IS ACHIEVED.

CRUSHED STONE SHALL CONFORM TO AASHTO DESIGNATION M43. SIZE NO. 2 (2-1/2” TO 1-1/2”).

MEN'S

RESTROOM

WOMEN'S

RESTROOM

MANAGER'S

OFFICE

POLICE

ROOM

UTILITY

ROOM

S T

O R

A G

E

ENTRANCE

E

A

C

C

E

S

S

I

B

L

E

R

O

U

T

E

ACCESSIBLE ROUTE

COMMUNITY ROOM

SAND DUNE

SAND DUNE

A C

C E

S S

IB

L E

R O

U T

E

NV-2

New Trees (Typ.)

(NIC; By City)

NV-2

NV-2

ES-1

P

NV-2

ES-1

C O

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- E nv ir on m en ta l S ci en ce

S t a f f o r d

A v e n u e

S c r a n t o n

P

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M c L a n e a n d

A s s o c ia te s

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PARK

IMPROVEMENTS

PLAN

NV-1

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SITE DETAILS

& NOTES

NV-2

2B STONE, GEOTEXTILE WRAPPED

4" MAX. PONDING

SUBGRADE PREPARATION

1. EXISTING SUB-GRADE IN BIORETENTION AREAS SHALL NOT BE COMPACTED OR SUBJECT TO EXCESSIVE CONSTRUCTION EQUIPMENT TRAFFIC.

2. INITIAL EXCAVATION CAN BE PERFORMED DURING ROUGH SITE GRADING BUT SHALL NOT BE CARRIED TO WITHIN ONE FEET OF THE FINAL BOTTOM ELEVATION.

FINAL EXCAVATION SHOULD NOT TAKE PLACE UNTIL ALL DISTURBED AREAS IN THE DRAINAGE AREA HAVE BEEN STABILIZED.

3. WHERE EROSION OF SUB-GRADE HAS CAUSED ACCUMULATION OF FINE MATERIALS AND/OR SURFACE PONDING IN THE GRADED BOTTOM, THIS MATERIAL SHALL

BE REMOVED WITH LIGHT EQUIPMENT AND THE UNDERLYING SOILS SCARIFIED TO A MINIMUM DEPTH OF 6 INCHES WITH A YORK RAKE OR EQUIVALENT BY LIGHT

TRACTOR.

4. BRING SUB-GRADE OF BIORETENTION AREA TO LINE, GRADE, AND ELEVATIONS INDICATED. FILL AND LIGHTLY REGRADE ANY AREAS DAMAGED BY EROSION, PONDING, OR TRAFFIC COMPACTION. ALL BIORETENTION AREAS SHALL BE LEVEL GRADE ON THE BOTTOM.

5. HALT EXCAVATION AND NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF EVIDENCE OF SINKHOLE ACTIVITY ARE ENCOUNTERED IN THE BIORETENTION AREA.

SOAK AWAY INSTALLATION

1. UPON COMPLETION OF SUB-GRADE WORK, THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED AND SHALL INSPECT AT HIS/HER DISCRETION BEFORE PROCEEDING

WITH BIORETENTION INSTALLATION.

2. 2B STONE, WRAPPED IN GEOTEXTILE FABRIC, SHALL BE PLACED IMMEDIATELY AFTER APPROVAL OF SUB-GRADE PREPARATION/BED INSTALLATION. ANY

ACCUMULATION OF DEBRIS OR SEDIMENT THAT TAKES PLACE AFTER APPROVAL OF SUB-GRADE SHALL BE REMOVED PRIOR TO INSTALLATION OF STONEL.

SOAK AWAY PITS

NV-2

SCALE: NOT TO SCALE

CONTINUOUS

CONCRETE SHELF

(12"W x 6"D)

CONTINUOUS CONCRETE SHELF

(12"W x 6"D) ALONG THE FULL

LENGTH OF PIP EDGES

(WALKWAY); USE MOUNDED 2B

STONE TO HELP 'FORM' THE POUR

NOT TO SCALE

POURED-IN-PLACE SURFACING

NV-2

Perennial Ryegrass Mixture(Lolium perenne). A combination of improved certified varieties with no one variety exceeding 50% of the total Ryegrass component. * Creeping

Red Fescue or Chewing Fescue. * Kentucky Bluegrass Mixture (Poa pratensis). A combination of improved certified varieties with no one variety exceeding 25% of the total

Bluegrass component.

LAWN MIX PENNDOT FORMULA 'B'

SEED RATE : 3 LB PER 1000SF MULCH RATE 3 TONS PER ACRE

SEEDING NOTES:

1. SEED SHALL BE SURFACE SOWN, THEN PUSHED INTO

CONTACT WITH THE SOIL, EITHER MANUALLY USING A

RAKE OR MECHANICALLY USING DRAG.

2. SEED SHALL BE SPREAD UNDER DRY CONDITIONS.

3. CONTRACTOR SHALL USE ONLY PURE LIVE SEED (PLS).

IF NOT PLS, THEN CONTRACTOR MUST BUY ADDITIONAL

SEED TO ATTAIN THE 100% GERMINATION VALUE.

4. SLOW RELEASE FERTILIZATION SHALL OCCUR AT TIME

OF SEEDING. USE OSMOCOTE, A PALLETIZED

FERTILIZER.

5. TIME OF SEEDING SHOULD OCCUR WITHIN THE

GROWING SEASON, LATE APRIL TO MID-OCTOBER.

6. MIX SEED WITH DRY SAND TO FACILITATE UNIFORM

COVERAGE WHEN HAND-BROADCASTING THE SEED

NV-2

NOT TO SCALE

LAWN SEEDING - DISTURBED AREAS

REUSE ONSITE SOILS; PRIOR

TO FINE GRADING, TILL /

AERATE THE TOP 2 INCHES

SUBGRADE

LAWN MIX

2"

NOTE:

1. SURFACING INSTALLATION BY OTHERS: CONTRACTOR TO PREPARE SUBBASE & INSTALL

ABUTTING CONCRETE CURBS & CONCRETE SHELF.

2. SURFACE OF RUBBER POURED-IN-PLACE AND DEPRESSED CURB AND/OR CONCRETE

WALKWAYS TO BE FLUSH (NO DEVIATION IN ELEVATIONS);

3. PIP BY KOMPAN. AFTER USE AND WEAR, THE TRANSITION SHALL NEVER EXCEED MORE

THAN

" CHANGE IN ELEVATIONS.

4. IN NO CASE SHALL CONCRETE WASH WATER BE ALLOWED TO ENTER ANY SURFACE

WATERS OR GROUNDWATER SYSTEMS.

NV-2

NOT TO SCALE

DECIDUOUS TREE PLANTING (NIC; BY CITY)

(BY GENERAL CONTRACTOR)

(BY GENERAL CONTRACTOR)

POURED IN PLACE

(SAFETY SURFACE)

ANY OVERLAP IN

FABRIC MUST BE

MIN. 4"

NOT TO SCALE

PLAYGROUND INSTALLATION NOTES

NV-2

NOTE: GC WILL EXCAVATE TO SUBGRADE & INSTALL CONCRETE WALKS/ SHELF, 2B

STONE SUBBASE, GEOTEXTILE FABRIC AND 4" PVC DRAIN PIPES. PLAYGROUND

INSTALLER WILL FURNISH AND INSTALL PIP SAFETY SURFACING, PLAY EQUIPMENT

AND MUSICAL INSTRUMENTS.

BACKFILL (TOPSOIL)

LAWN - FLUSH TO

CONCRETE

NOT TO SCALE

CONCRETE SIDEWALK

NV-2

NOTES

1. IN NO CASE SHALL CONCRETE WASH WATER BE ALLOWED TO

ENTER ANY SURFACE WATERS OR GROUNDWATER SYSTEMS.

MEDIUM BROOM FINISH (TYP)

TOOLED CONCRETE EDGE

1/2" WIDE X 1" DEEP TOOLED CONTROL JOINT

SCORING PATTERN TO BE EQUAL

(TYP), 1/2" WIDTH

SIDEWALK SCORING PATTERN

PLAYGROUND MANUFACTURER & INSTALLER

CONTACT INFORMATION

RECREATION RESOURCES

425 MCFARLAN ROAD #100 KENNETT SQUARE PA, 19348

PHONE: (800) 220-4402

FAX: 610-444-3359

EMAIL: info@recreation-resource.com

TO SIDEWALK WIDTH

(EX. 6' WIDE WALK = 6' O.C. CONTROL JIONT)

NV-2

NOT TO SCALE

UNDERDRAIN PIPE DETAIL

1'-0"

V A

R I E

S

4" PVC PIPE

2"+ ROUNDS

TRENCH:

6" X 12"

6" DEPTH

2"+ ROUNDS CLEAN

WASHED GRAVEL

WRAP TRENCH IN

GEO-TEXTILE FABRIC

4" PVC, SMOOTH

PERFORATED OR SOLID PIPE

GEO-TEXTILE

FABRIC

(VAR. PERFORATED/SOLID)

VARIES: PIP SURFACING;

LAWN; ASPHALT

VARIES: PIP SURFACING;

LAWN; ASPHALT

ABUTTING LAWN

NV-2

NOT TO SCALE

MUSIC INSTRUMENTS

RAINBOW TRIO

(BONGOS, METALLOPHONE, CHIMES)

RAINBOW SAMBAS

RECOMMENDED MULCHING SPECIFICATIONS

1. MULCHING SHALL BE PROVIDED AS REQUIRED IN AREAS DIFFICULT TO VEGETATE, AND DURING OFF-SEASON OPERATIONS. MULCHING METHODS AND MATERIALS SHALL CONFORM TO THE

FOLLOWING:

a. MULCH MATERIALS SHALL BE UNROTTED SALT HAY, HAY OR SMALL GRAIN STRAW APPLIED AT THE RATE OF 3 TONS PER ACRE. MULCH BLOWER SHALL NOT GRIND OR CHOP THE

MATERIAL. WOODCHIPS, FREE OF INSECTS AND DISEASE ARE PERMITTED AT A RATE OF 4-6 TONS PER ACRE.

b. MULCH SHALL BE SPREAD UNIFORMLY BY HAND OR MECHANICALLY SO THAT APPROXIMATELY 85% TO 95% OF THE SOIL SURFACE WILL BE COVERED.

c. MULCH ANCHORING SHALL BE ACCOMPLISHED IMMEDIATELY AFTER PLACEMENT TO MINIMIZE LOSS BY WIND OR WATER. THIS MAY BE DONE BY ONE OF THE FOLLOWING METHODS, DEPENDING UPON THE SIZE OF THE SLOPE.

PEG AND TWINE: DRIVE 8” TO 10” PEGS TO WITHIN 2” TO 3” OF THE SOIL SURFACE EVERY 4' IN ALL DIRECTIONS. STAKES MAY BE DRIVEN BEFORE OR AFTER APPLYING MULCH.

SECURE THE MULCH TO THE SOIL SURFACE BY STRETCHING TWINE BETWEEN PEGS IN A CRISS-CROSS OR SQUARE PATTERN, AND SECURE THE TWINE AROUND EACH PEG WITH

TWO OR MORE ROUND TURNS.

MULCH NETTING: STAPLE PAPER, JUTE, COTTON OR PLASTIC NETTINGS TO THE SOIL SURFACE. USE DEGRADABLE NETTING IN AREAS TO BE MOWED.

MULCH MATERIALS AND BINDERS SHALL BE ROLLED IN PLACE BY TRACKED VEHICLE OR OTHER SUITABLE EQUIPMENT.

d. APPLICATIONS SHOULD BE HEAVIER AT EDGES WHERE WIND CATCHES THE MULCH, IN VALLEYS AND AT CRESTS OF BANKS. REMAINDER OF AREA SHOULD BE UNIFORM IN

APPEARANCE.

e. WOOD-FIBER OR PAPER-FIBER MULCH AT THE RATE OF 1,500 LBS PER ACRE, OR PER MANUFACTURER RECOMMENDATION, MAY BE APPLIED BY A HYDROSEEDER. USE IS LIMITED TO

FLATTER SLOPES AND DURING OPTIMUM SEEDING PERIODS IN SPRING AND FALL.

f. OTHER:

WHERE EXCESSIVE SOIL EROSION, TRACKING OR FLOWING OF SEDIMENT IS EVIDENT OR ANTICIPATED, A MINIMUM OF 4” OF CRUSHED STONE SHALL BE PLACED WITHIN THE

AFFECTED AREA AND MAINTAINED UNTIL PERMANENT STABILIZATION IS PROVIDED. ADDITIONAL STONE SHALL BE PLACED AS REQUIRED UNTIL STABILIZATION IS ACHIEVED.

CRUSHED STONE SHALL CONFORM TO AASHTO DESIGNATION M43. SIZE NO. 2 (2-1/2” TO 1-1/2”).

YARD DRAIN NOTES:

1. DRAIN TO BE USED IS NYLOPLAST DRAIN BASIN WITH DOME

GRATE OR APPROVED EQUAL

2. 6" MINIMUM SUMP DEPTH

3. DOME GRATE MUST BE DUCTILE IRON AS PER ASTM A536

70-50-05

4. DOME GRATES FIT ONTO THE DRAIN BASINS WITH THE USE

OF A PVC BODY TOP

5. DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL

CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS

N-12/HANCOR DUAL WALL) N-12 HP, & PVC SEWER (4" - 24")

6. DOME GRATE HAVE NO LOAD RATING

INTEGRATED DUCTILE IRON GRATE

TO MATCH 8" DRAIN PIPE

8"

VARIOUS TYPES OF INLET & OUTLET

ADAPTERS AVAILABLE: 4" - 30" FOR

CORRUGATED HDPE (ADS N-12 HANCOR

DUAL WALL, ADS/HANCOR SINGLE

WALL), N-12 HP, PVC SEWER (EX: SDR

35), PVC DWV (EX: SCH 40), PVC

C900/C905, CORRUGATED & RIBBED PVC

(OUTPUT TO A 4" PIPE)

3130 VERONA AVE

BUFORD, GA 30518

PHN (770) 932-2443

FAX (770) 932-2490

www.nyloplast-us.com

THE BACKFILL MATERIAL SHALL BE

CRUSHED STONE OR OTHER

GRANULAR MATERIAL MEETING THE

REQUIREMENTS OF CLASS I,

CLASS II, OR CLASS III MATERIAL AS

DEFINED IN ASTM D2321.

BEDDING & BACKFILL FOR SURFACE

DRAINAGE INLETS SHALL BE

PLACED & COMPACTED UNIFORMLY IN

ACCORDANCE WITH ASTM D2321.

4" MIN

MINIMUM PIPE BURIAL

DEPTH SAME AS SUMP

(6")

NV-2

NOT TO SCALE

YARD DRAIN

CONCRETE PAD BY GENERAL

CONTRACTOR; INSTALLATION

BY RECREATION RESOURCES.

4" OF TOPSOIL

N

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ES-1

24" DIAMETER COMPOST

FILTER SOCK. 4' MIN.

OVERLAP ON UPSLOPE

SIDE OF FILTER RING.

24" DIAMETER

COMPOST

FILTER SOCK

2" X 2" X 36" WOODEN

STAKES PLACED 5' O.C.

2" X 2" X 36" WOODEN

STAKES PLACED 5' O.C.

MAXIMUM DEPTH OF

CONCRETE WASHOUT

WATER IS 50% OF FILTER

RING HEIGHT

DIRECT CONCRETE

WASHOUT WATER

INTO FILTER RING

SECTION NTS

PLAN NTS

NOTES:

1. INSTALL ON FLAT GRADE FOR OPTIMUM PERFORMANCE

2. 18" DIAMETER FILTER SOCK MAY BE STACKED ONTO

DOUBLE 24" DIAMETER SOCKS IN PYRAMIDAL

CONFIGURATION FOR ADDED HEIGHT.

3. A SUITABLE IMPERVIOUS GEOMEMBRANE SHALL BE

PLACED AT THE LOCATION OF THE WASHOUT PRIOR TO

INSTALLING THE SOCKS.

12" MIN

NOTES:

LOW VOLUME FILTER BAGS SHALL BE MADE FROM NON-WOVEN GEOTEXTILE MATERIAL SEWN WITH HIGH STRENGTH, DOUBLE STITCHED "J" TYPE SEAMS. THEY

SHALL BE CAPABLE OF TRAPPING PARTICLES LARGER THAN 150 MICRONS. HIGH VOLUME FILTER BAGS SHALL BE MADE FROM WOVEN GEOTEXTILES THAT

MEET THE FOLLOWING STANDARDS:

A SUITABLE MEANS OF ACCESSING THE BAG WITH MACHINERY REQUIRED FOR DISPOSAL PURPOSES SHALL BE PROVIDED. FILTER BAGS SHALL BE REPLACED

WHEN THEY BECOME 1/2 FULL OF SEDIMENT. SPARE BAGS SHALL BE KEPT AVAILABLE FOR REPLACEMENT OF THOSE THAT HAVE FAILED OR ARE FILLED. BAGS

SHALL BE PLACED ON STRAPS TO FACILITATE REMOVAL UNLESS BAGS COME WITH LIFTING STRAPS ALREADY ATTACHED.

BAGS SHALL BE LOCATED IN WELL-VEGETATED (GRASSY) AREA, AND DISCHARGE ONTO STABLE, EROSION RESISTANT AREAS. WHERE THIS IS NOT POSSIBLE, A

GEOTEXTILE UNDERLAYMENT AND FLOW PATH SHALL BE PROVIDED. BAGS MAY BE PLACED ON FILTER STONE TO INCREASE DISCHARGE CAPACITY. BAGS

SHALL NOT BE PLACED ON SLOPES GREATER THAN 5%. FOR SLOPES EXCEEDING 5%, CLEAN ROCK OR OTHER NON-ERODIBLE AND NON-POLLUTING MATERIAL

MAY BE PLACED UNDER THE BAG TO REDUCE SLOPE STEEPNESS.

NO DOWNSLOPE SEDIMENT BARRIER IS REQUIRED FOR MOST INSTALLATIONS. COMPOST BERM OR COMPOST FILTER SOCK SHALL BE INSTALLED BELOW BAGS

LOCATED IN HQ OR EV WATERSHEDS, WITHIN 50 FEET OF ANY RECEIVING SURFACE WATER OR WHERE GRASSY AREA IS NOT AVAILABLE.

THE PUMP DISCHARGE HOSE SHALL BE INSERTED INTO THE BAGS IN THE MANNER SPECIFIED BY THE MANUFACTURER AND SECURELY CLAMPED. A PIECE OF

PVC PIPE IS RECOMMENDED FOR THIS PURPOSE.

THE PUMPING RATE SHALL BE NO GREATER THAN 750 GPM OR 1/2 THE MAXIMUM SPECIFIED BY THE MANUFACTURER, WHICHEVER IS LESS. PUMP INTAKES

SHALL BE FLOATING AND SCREENED.

FILTER BAGS SHALL BE INSPECTED DAILY. IF ANY PROBLEM IS DETECTED, PUMPING SHALL CEASE IMMEDIATELY AND NOT RESUME UNTIL THE PROBLEM IS

CORRECTED.

1 FT.

1 FT.

3 FT. MIN.

6 IN. COMPOST LAYER

6 IN. SUMP

AASHTO NO. 57

6 IN. MIN

R-3 ROCK

WOOD POSTS

HEIGHT OF ROCK

FILTER=5/6 HEIGHT OF

AASHTO NO. 57

FILTER FABRIC FENCE, OR

OUTLET CROSS-SECTION

UP-SLOPE FACE

NOTES:

- A ROCK FILTER OUTLET SHALL BE INSTALLED WHERE FAILURE OF A SILT FENCE OR COMPOST FILTER SOCK

HAS OCCURRED DUE TO CONCENTRATED FLOW. ANCHORED COMPOST LAYER SHALL BE USED ON UPSLOPE

FACE IN HQ AND EV WATERSHEDS.

- SEDIMENT SHALL BE REMOVED WHEN ACCUMULATIONS REACH 1/3 THE HEIGHT OF THE OUTLET.

FIRMLY ANCHORED

1 MIN.

1 MIN.

COMPOST FILTER SOCK

1 MIN.

FILTER FABRIC FENCE, OR

COMPOST FILTER SOCK

BLANKET EDGES STAPLED AND

OVERLAPPED (4 IN. MIN.)

INSTALL BEGINNING OF ROLL IN 6 IN. x 6 IN.

ANCHOR TRENCH, STAPLE, BACKFILL AND

COMPACT SOIL

STARTING AT TOP OF

SLOPE, ROLL BLANKETS

IN DIRECTION OF WATER FLOW

PREPARE SEED BED

(INCLUDING APPLICATION OF

LIME, FERTILIZER AND SEED)

PRIOR TO BLANKET

INSTALLATION

REFER TO MANUF.

RECOMMENDED STAPLING

PATTERN FOR STEEPNESS

AND LENGTH OF SLOPE

BEING BLANKETED

THE BLANKET

SHOULD NOT BE

STRETCHED; IT

MUST MAINTAIN

GOOD SOIL CONTACT

OVERLAP BLANKET ENDS 6 IN.

MIN. WITH THE UPSLOPE

BLANKED OVERLYING THE

DOWNSLOPE BLANKET (SHINGLE

STYLE). STAPLE SECURELY.

NOTES:

- SEED AND SOIL AMENDMENTS SHALL BE APPLIED ACCORDING TO THE RATES IN THE PLAN DRAWINGS PRIOR TO INSTALLING THE BLANKET.

- PROVIDE ANCHOR TRENCH AT TOE OF SLOPE IN SIMILAR FASHION AS AT TOP OF SLOPE.

- SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICKS, AND GRASS.

- BLANKET SHALL HAVE GOOD CONTINUOUS CONTACT WITH UNDERLYING SOIL THROUGHOUT ENTIRE LENGTH. LAY BLANKET LOOSELY AND STAKE OR

STAPLE TO MAINTAIN DIRECT CONTACT WITH SOIL. DO NOT STRETCH BLANKET.

- THE BLANKET SHALL BE STAPLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.

- BLANKETED AREAS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT UNTIL PERENNIAL VEGETATION IS ESTABLISHED TO A MINIMUM

UNIFORM 70% COVERAGE THROUGHOUT THE BLANKETED AREA. DAMAGED OR DISPLACED BLANKETS SHALL BE RESTORED OR REPLACED WITHIN 4

CALENDAR DAYS.

NOTE:

- USE BLANKET FOR ALL

SLOPES 3:1 OR GREATER

- USE S-150 NETTING

EXISTING

CONTOURS

12" COMPOST

FILTER SOCK

2 IN. x 2 IN.

WOODEN STAKES

PLACED 10 FT ON

CENTER

2 IN. x 2 IN. WOODEN STAKES

PLACED 10 FT ON CENTER*

12" COMPOST FILTER SOCK

BLOWN/PLACED

FILTER MEDIA

I N

M I N

F

L

O

W

F

L

O

W

DISTURBED AREA

UNDISTURBED AREA

DISTURBED AREA

UNDISTURBED AREA

COMPOST SOCK FABRIC MINIMUM SPECIFICATIONS

DIA IN.

12"

MATERIAL

TYPE

5 mil HDPE

MESH

OPENING

TENSILE

STRENGTH

26 psi

ULTRAVIOLET STABILITY

% ORIGINAL STENGTH

MINIMUM FUNCTIONAL

LONGEVITY

6 MONTHS

23% at 1000 hr.

LENGTH (AS SHOWN ON PLANS; MIN. 20')

FT.

EARTH FILL

PIPE AS NECESSARY

GEOTEXTILE

EXISTING

GROUND

MOUNTABLE

BERM (6 IN. MIN.)*

H O

W N

N

A

N S

M

I N

PROFILE

PLAN VIEW

NOTES:

REMOVE TOPSOIL PRIOR TO INSTALLATION

OF ROCK CONSTRUCTION ENTRANCE.

EXTEND ROCK OVER FULL WIDTH OF

ENTRANCE.

RUNOFF SHALL BE DIVERTED FROM

ROADWAY TO A SUITABLE SEDIMENT

REMOVAL BMP PRIOR TO ENTERING ROCK

CONSTRUCTION ENTRANCE.

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.

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 10 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.

E X

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G

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D W

A Y

NOTES:

- 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.

- 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.

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

- 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.

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

24 HOURS OF INSPECTION.

- BIODEGRADABLE COMPOST FILTER SOCKS SHALL BE REPLACED AFTER 6 MONTHS; PHOTODEGRADABLE

RECOMMENDATIONS.

- 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.

- COMPOST SHOULD BE A WELL DECOMPOSED, WEED-FREE ORGANIC MATTER DERIVED FROM AGRICULTURE, FOOD, STUMP GRINDINGS, AND YARD OR WOOD/BARK ORGANIC MATTER SOURCES. THE COMPOST SHOULD BE

AEROBICALLY COMPOSTED. THE COMPOST SHOULD POSSESS NO OBJECTIONABLE ODORS, SHOULD BE

REASONABLY FREE (<1% BY DRY WEIGHT) OF MAN-MADE FOREIGN MATTER. THE COMPOST PRODUCT SHOULD

NOT RESEMBLE THE RAW MATERIAL FROM WHICH IT WAS DERIVED. WOOD AND BARK CHIPS, GROUND

CONSTRUCTION DEBRIS OR REPROCESSED WOOD PRODUCTS ARE NOT ACCEPTABLE AS THE ORGANIC

COMPONENT OF THE MIX.

MIN. 8" AASHTO #1

M

I N

M

I N

* MOUNTABLE BERM USED TO PROVIDE PROPER COVER FOR PIPE

LENGTH (AS SHOWN ON PLANS; MIN. 20')

(SITE TOO SMALL TO ACCOMMODATE STANDARD 50')

NOTES:

- POST CONSTRUCTION, COMPOST CAN BE USED

IN THE LANDSCAPE AREAS

STOCKPILE AREA

ES-1

SCALE: NOT TO SCALE

EROSION CONTROL BLANKET INSTALLATION

ES-1

SCALE: NOT TO SCALE

PUMPED WATER FILTER BAG (If needed during installation of footers)

ES-1

SCALE: NOT TO SCALE

ROCK CONSTRUCTION ENTRANCE (RCE)

ES-1

SCALE: NOT TO SCALE

COMPOST SOCK CONCRETE WASHOUT

ES-1

SCALE: NOT TO SCALE

ROCK FILTER OUTLET

ES-1

SCALE: NOT TO SCALE

12" COMPOST FILTER SOCK

ES-1

SCALE: NOT TO SCALE

2"X2"X6' STAKES

FENCING - ORANGE

VINYL CONSTRUCTION

6' MAX.

TOP VIEW

5'

1' MIN.

PRIOR TO PERFORMING ANY WORK WITHIN THE CONTRACT LIMIT

LINE CONTRACTOR SHALL INSTALL ALL TREE PROTECTION FENCES.

THESE FENCES SHALL REMAIN IN PLACE UNTIL SUBSTANTIAL

COMPLETION OF THE CONTRACT HAS BEEN GRANTED. ALL NEW

WORK TO BE EXECUTED INSIDE THESE FENCES SHALL BE

PERFORMED ONLY WITH THE AID OF HAND TOOLS AND HAND

OPERATED MACHINE EQUIPMENT. NO MACHINE DRIVEN VEHICLES

OR EQUIPMENT WILL BE ALLOWED INSIDE THESE FENCED AREAS.

TREE PROTECTION FENCING

ES-1

SCALE: NOT TO SCALE

FASTENERS**

G

R

O

U

N

D

M

I N

SUPPORT POSTS*

NO 7 GA TENSION WIRE

FABRIC FENCE

EXISTING CHAIN LINK FENCE

COMPACTED BACKFILL

*POSTS SPACE @ 10' MAX. USE 2 1/2" DIA. GALVANIZED OR ALUMINUM

POSTS.

**CHAIN LINK TO POST FASTENERS SPACED @ 14" MAX. USE NO. 6 GAUGE

ALUMINUM WIRE OR NO. 9 GALVANIZED STEEL PRE-FORMED CLIPS. CHAIN

LINK TO TENSION WIRE FASTENERS SPACED @ 60" MAX. USE NO 10 GAUGE

GALVANIZED STEEL WIRE. FABRIC TO CHAIN FASTENERS SPACED @ 24" MAX

ON CENTER

TOE ANCHOR TRENCH

8 IN.

6 IN.

FILL

SLOPE

8 FT. MIN.

NOTES:

- FABRIC SHALL HAVE THE MINIMUM PROPERTIES AS SHOWN IN TABLE 4.3 OF THE PA DEP EROSION CONTROL MANUAL.

- FABRIC WIDTH SHALL BE 42 IN. MINIMUM.

- POSTS SHALL BE INSTALLED USING A POSTHOLE DRILL.

- CHAIN LINK SHALL BE GALVANIZED NO. 11.5 GA. STEEL WIRE WITH 2-1/4 IN. OPENING, NO. 11 GA. ALUMINUM COATED STEEL WIRE IN

ACCORDANCE WITH ASTM-A-491, OR GALVANIZED NO. 9 GA. STEEL WIRE TOP AND BOTTOM WITH GALVANIZED NO. 11 GA. STEEL INTERMEDIATE

WIRES. NO. 7 GAGE TENSION WIRE TO BE INSTALLED HORIZONTALLY THROUGH HOLES AT TOP AND BOTTOM OF CHAIN-LINK FENCE OR

ATTACHED WITH HOG RINGS AT 5 FT MAX. CENTERS.

- SILT FENCE SHALL BE PLACED AT LEVEL EXISTING GRADE. BOTH ENDS OF THE FENCE SHALL BE EXTENDED AT LEAST 8 FEET UP SLOPE AT 45

DEGREES TO THE MAIN FENCE ALIGNMENT.

- SEDIMENT SHALL BE REMOVED WHEN ACCUMULATIONS REACH HALF THE ABOVE GROUND HEIGHT OF THE FENCE.

- FENCE SHALL BE REMOVED AND PROPERLY DISPOSED OF WHEN TRIBUTARY AREA IS PERMANENTLY STABILIZED.

FASTENERS

POST

FABRIC FENCE

6"

MIN

JOINING FENCE SECTIONS

SUPER SILT FENCE (Alternative to CFS)

ES-1

SCALE: NOT TO SCALE

CONTRACTOR TO ATTACH FABRIC FENCE TO THE ALREADY

EXISTING CHAIN LINK FENCING AT NOVEMBRINO AND/OR

NORTH SCRANTON MINI-PARK, IF LESS EXPENSIVE AND

FUNCTIONAL OPTION)

INSTALL USING

STAPLE PATTERN C.

N

SU

LT

IN

G E

N G

IN

EE

RS

P

A

R

M M

I T

P E

N N

S Y

L V

A N t e l f a

La nd sc ap e A rc hi te ct ur e

- E nv ir on m en ta l S ci en ce

S t a f f o r d

A v e n u e

S c r a n t o n

P

T h o m a s J

M c L a n e a n d

A s s o c ia te s

In c

ES-2

RECYCLING OR DISPOSAL OF MATERIALS

ANTICIPATED WASTES: THERE IS PLAY EQUIPMENT AND TREES/STUMPS SLATED FOR REMOVAL AT

ORCHARD STREET PARK; NO SPECIFIED SITE DEMOLITION AT NOVEMBRINO ; AND ASPHALT/CONCRETE

REMOVAL AT THE MINI-PARK. WASTES MAY BE UNCOVERED DURING EXCAVATION DUE TO THE URBAN

LANDSCAPE (BRICKS, TRASH, ETC.). OTHER WASTES ARE EXPECTED AND ORDINARY LIKE EXCESS GRAVEL

OR EXCAVATED ROCK, AS WELL AS, MATERIALS USED FOR THE BANK PROTECTION LIKE PLASTIC WRAP, CARDBOARD, GEOTEXTILE, ETC..

ANY SEDIMENT REMOVED FROM E&S MEASURES OR EXCESS CUT SHALL BE DISPOSED OF IN LANDSCAPED

AREAS OUTSIDE OF STEEP SLOPES, WETLANDS, FLOODPLAINS OR DRAINAGE SWALES AND IMMEDIATELY

STABILIZED, OR PLACED IN TOPSOIL STOCKPILES.

THE CONTRACTOR SHALL REMOVE FROM THE SITE, RECYCLE, OR DISPOSE OF ALL BUILDING MATERIALS

AND WASTES IN ACCORDANCE WITH THE DEPARTMENT OF ENVIRONMENTAL PROTECTION'S SOLID WASTE

MANAGEMENT REGULATIONS AT 25 PA. CODE 260.1 ET SEQ., 271.1 ET SEQ., AND 287.1 ET SEQ. THE

CONTRACTOR SHALL NOT ILLEGALLY BURY, DUMP, OR DISCHARGE ANY BUILDING MATERIAL OR WASTES AT

THE SITE.

ENVIRONMENTAL DUE DILIGENCE / DETERMINATION OF

CLEAN FILL

THE RESPONSIBILITY OF CLEAN FILL DETERMINATION AND ENVIRONMENTAL DUE DILIGENCE RESTS ON THE

APPLICANT.

CLEAN FILL IS DEFINED AS: UNCONTAMINATED, NON-WATER SOLUBLE, NON-DECOMPOSABLE, INERT, SOLID

MATERIAL. THE TERM INCLUDES SOIL, ROCK, STONE, DREDGED MATERIAL, USED ASPHALT, AND BRICK, BLOCK OR CONCRETE FROM CONSTRUCTION AND DEMOLITION ACTIVITIES THAT IS SEPARATE FROM OTHER

WASTE AND IS RECOGNIZABLE AS SUCH. THE TERM DOES NOT INCLUDE MATERIALS PLACED IN OR ON THE

WATERS OF THE COMMONWEALTH UNLESS OTHERWISE AUTHORIZED. (THE TERM "USED ASPHALT" DOES

NOT INCLUDE MILLED ASPHALT OR ASPHALT THAT HAS BEEN PROCESSED FOR RE-USE.)

ENVIRONMENTAL DUE DILIGENCE IS DEFINED AS: INVESTIGATIVE TECHNIQUES, INCLUDING, BUT NOT LIMITED

TO, VISUAL PROPERTY INSPECTIONS, ELECTRONIC DATA BASE SEARCHES, REVIEW OF PROPERTY

OWNERSHIP, REVIEW OF PROPERTY USE HISTORY, SANBORN MAPS, ENVIRONMENTAL QUESTIONNAIRES, TRANSACTION SCREENS, ANALYTICAL TESTING, ENVIRONMENTAL ASSESSMENTS OR AUDITS. ANALYTICAL

TESTING IS NOT A REQUIRED PART OF DUE DILIGENCE UNLESS VISUAL INSPECTION AND/OR REVIEW OF THE

PAST LAND USE OF THE PROPERTY INDICATES THAT THE FILL MAY HAVE BEEN SUBJECTED TO A SPILL OR

RELEASE OF REGULATED SUBSTANCE. IF THE FILL MAY HAVE BEEN AFFECTED BY A SPILL OR RELEASE OF A

REGULATED SUBSTANCE, IT MUST BE TESTED TO DETERMINE IF IT QUALIFIES AS CLEAN FILL. TESTING

SHOULD BE PERFORMED IN ACCORDANCE WITH APPENDIX A OF THE DEPARTMENT'S POLICY "MANAGEMENT

OF FILL".

FILL MATERIAL THAT DOES NOT QUALIFY AS CLEAN FILL IS REGULATED FILL. REGULATED FILL IS WASTE AND

MUST BE MANAGED IN ACCORDANCE WITH THE DEPARTMENT'S MUNICIPAL OR RESIDUAL WASTE

REGULATIONS BASED ON 25 PA. CODE CHAPTERS 287 RESIDUAL WASTE MANAGEMENT OR 271 MUNICIPAL

WASTE MANAGEMENT, WHICHEVER IS APPLICABLE.

EROSION & SEDIMENTATION CONTROL BMP'S

GENERAL NOTES:

1. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR INSTALLATION SEQUENCE AND MAINTENANCE OF E & S MEASURES UNTIL

RECEIPT OF SUBSTANTIAL COMPLETION NOTIFICATION FROM OWNER. THE OWNER ACCEPTS RESPONSIBILITY FOR

MAINTENANCE OF STORM AND E & S MEASURES AFTER SUBSTANTIAL COMPLETION NOTIFICATION IS ISSUED.

2.ALL DISTURBED AREAS ARE TO BE RESTORED AND STABILIZED FOLLOWING THE 'LAWN SEEDING - DISTURBED AREAS'

DETAILS. ON-STIE SOILS TO BE USED IF SUITABLE. ANY IMPORTED TOP SOIL TO MEET MINIMUM STANDARDS OF PA PUB 408.

3.EROSION AND SEDIMENTATION BMP'S MUST BE CONSTRUCTED, STABILIZED, AND FUNCTIONAL BEFORE SITE DISTURBANCE

BEGINS WITHIN THE TRIBUTARY AREAS OF THOSE BMP'S.

BMP NARRATIVE DESCRIPTION 102.4(b)(5)(vi)}

THE PROPOSED BMP'S INCLUDE SEEDING AND COMPOST FILTER SOCK. THE COMPOST SILT SOCK WILL BE UTILIZED DOWNSLOPE

OF THE PROPOSED DEVELOPMENT AREA. SEEDING WILL BE UTILIZED AS SHOWN AND AS NEEDED.

SEQUENCE OF BMP INSTALLATION & REMOVAL 102.4(b)(5)(vii)}

ALL SPECIFIED E&S BMP'S SHALL BE INSTALLED FIRST IN THE CONSTRUCTION SEQUENCE AT ALL SITES. REMOVAL WILL OCCUR

AFTER 70% COVERAGE AND CESSATION OF EARTH DISTURBANCE.

BMP MAINTENANCE PROGRAM {102.4(b)(5)(x)} - INSPECTION

BMP INSPECTION SCHEDULE: THE CONTRACTOR OR INSPECTOR SHALL KEEP A WRITTEN REPORT DOCUMENTING INSPECTIONS

AND REPAIRS OF ALL BMPS.

COMPOST FILTER SOCK / ROCK FILTER

- INSPECT ON A WEEKLY BASIS AND AFTER EACH STORM EVENT TO CHECK FOR SEDIMENT ACCUMULATION. ANY REPAIRS

SHOULD BE PERFORMED IMMEDIATELY. ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES 1/2 THE ABOVE

GROUND HEIGHT OF THE BARRIER AND DISPOSED OF IN ACCORDANCE WITH THE RECYCLING AND DISPOSAL OF MATERIALS

NOTES.

TEMPORARY CONTROL MEASURES

TEMPORARY CONTROL MEASURES SHALL INCLUDE THE FOLLOWING:

1. WINTER STABILIZATION *: DURING NON-GERMINATING SEASON STABILIZE SITE WITH STRAW MULCH AT 3 TON PER ACRE.

2.COMPOST FILTER SOCK: INSTALL AS DETAILED ON THE DRAWING AND WHERE INDICATED ON THE EROSION AND

SEDIMENTATION CONTROL PLAN. CONTRACTOR IS RESPONSIBLE TO PROVIDE ADDITIONAL FABRIC TO ANY AREA

DISTURBED OUTSIDE OF THE ACTIVE WORK AREA WHERE SEDIMENT LADEN WATER MAY BE EXPECTED TO FLOW ONTO

INACTIVE AREAS.

3.ROCK CONSTRUCTION ENTRANCE: AN AASHTO #1 ROCK CONSTRUCTION ENTRANCE WILL BE USED.

4.ROCK FILTER OUTLET: IS USED AS NEEDED FOR ANY OVERTOPPING OF COMPOST FILTER SOCK.

5.TEMPORARY SEEDING *: ALL AREAS DISTURBED BY ON SITE GRADING WHERE WORK HAS CEASED SHALL BE STABILIZED

IMMEDIATELY. APPLY TEMPORARY SEEDING MIX WHERE PERMANENT SEEDING CANNOT BE USED WITHIN 4 DAYS OF

DISTURBANCE. TEMPORARY SEEDING SHALL INCLUDE THE FOLLOWING: - FERTILIZER, 10-10-10 ---------------------------- 500 LBS.

PER ACRE

- ANNUAL RYEGRASS (LOLLUM MULTIFLORUM) ----------------- 50 LBS. PER ACRE

- LIME ----------------------------------------- 1 TON. PER ACRE

- MULCH (STRAW) --------------------------------- 3 TON PER ACRE

PERMANENT CONTROL MEASURES

PERMANENT CONTROL MEASURES SHALL INCLUDE THE FOLLOWING:

1. PERMANENT SEEDING *: USE PA DOT FORMULA B WITH FERTILIZATION/MULCH APPLICATIONS MEETING SPECIFICATIONS

SET FORTH BY THE PA DOT PUB 408; SEE TABLE BELOW FERTILIZATION / MULCH

- FERTILIZER, 10-20-20 ---------------------------- 22.9 LBS PER 1000 SF / 1,000 LBS.

PER ACRE

- LIME ----------------------------------------- 275LBS PER 1000 SF / 6 TON PER ACRE

- MULCH (STRAW) --------------------------------- 138 LBS PER 1000 SF / 3 TON PER

ACRE

2. EROSION CONTROL NETTING: USE NETTING AS DIRECTED ON ANY SLOPES. EroNet S75 Erosion Control Blanket, STAPLE

PATTERN C.

MAINTENANCE OF E&S CONTROL FACILITIES

1. UNTIL THE SITE ACHIEVES FINAL STABILIZATION, THE OPERATOR SHALL ASSURE THAT THE BEST

MANAGEMENT PRACTICES ARE IMPLEMENTED, OPERATED, AND MAINTAINED PROPERLY AND

COMPLETELY. MAINTENANCE SHALL INCLUDE INSPECTIONS OF ALL BEST MANAGEMENT PRACTICE

FACILITIES AND MAINTAIN AND MAKE AVAILABLE COMPLETE, WRITTEN INSPECTION LOGS OF ALL THOSE

INSPECTIONS. ALL MAINTENANCE WORK, INCLUDING CLEANING, REPAIR, REPLACEMENT, REGRADING, AND RESTABILIZATION SHALL BE PERFORMED IMMEDIATELY.

2. UNTIL THE…