2-Plans Orwigsburg Ridge Road Park 2026 0317.pdf

N

31212.20 Y:\Pottsville\31200S\31297.20_Ridge_Road\Eng_Docs\Plans\01_Cover.dgn (Default)krichards 03\17\2026 13:47:45

LOCATION MAP

LOCATION

PROJECT

PROJECT

DRAWING NO.

OF

Drawing Index

Drawing No. Title

1 COVER SHEET

31297.20

1 7

3 - 5

PLAN SHEET

NTS

PREPARED BY:

PROJECT MANAGER DATE

design information, or any part thereof, is strictly prohibited, except by written permission of this firm.

the property of Alfred Benesch and Company. Use, reuse, reproduction or modification of this plan or

Copyright 2026, of Alfred Benesch and Company. All rights reserved. This plan and design content is

Pennsylvania One Call System Serial Number excavation

10 business days prior to the start of than 3 business days nor more than

Dial 8-1-1 or 1-800-242-1776 not less

Authorized Under Benesch Project No. 31297.20

Resources (DCNR) Bureau of Recreation and Conservation.

By The Pennsylvania Department Of Conservation And Natural

Community Conservation Partnerships Program Administered

This Project Has Received Funding Assistance From The

ORWIGSBURG BOROUGH

Schuylkill County, Pennsylvania

ORWIGSBURG BOROUGH

ORWIGSBURG BOROUGH

BRC - PRD - 27 - 102

570-622-4055

Pottsville, Pennsylvania 17901

400 One Norwegian Plaza

Alfred Benesch & Company

- Solicitor

- Manager

- Secretary

- Vice President

- President

20260540897

RIDGE ROAD PARK - PHASE 1 DEVELOPMENT

CONSTRUCTION DETAIL SHEETS

6 - 7 EROSION AND SEDIMENT CONTROL DETAIL SHEETS

P

E

NSYLVA

N

IA

C O

M

MONWEALTH

O F

REGISTERED

ENGINEER

PE087842

KEVIN R. RICHARDS

PROFESSIONAL

N

MARCH 2026

Paul J. Datte

William Reppy

Harlee Lomas

Kerry Mariano

Richard Bubeck

3/17/2026

31212.20 Y:\Pottsville\31200S\31297.20_Ridge_Road\Eng_Docs\Plans\02_Plan_01.dgn (Default)krichards 03\17\2026 13:55:37

Drawn: Designed: Checked:

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.: Sheet No.:KRR KRR OF 7

570-622-4055

Pottsville, Pennsylvania 17901

400 One Norwegian Plaza

Alfred Benesch & Company reuse, reproduction or modification of this plan or design information, or any part thereof, is strictly prohibited, except by written permission of this firm.

Copyright 2026, of Alfred Benesch & Company. All rights reserved. This plan and design content is the property of Alfred Benesch & Company. Use, 31297.20

Pennsylvania

SITE DEVELOPMENT DRAWING

Borough of Orwigsburg, Schuylkill County

Pennsylvania One Call System Serial Number excavation

10 business days prior to the start of than 3 business days nor more than

Dial 8-1-1 or 1-800-242-1776 not less

20260540897

PHASE 1 RIDGE ROAD PARK

PA DCNR C2P2 GRANT -

BOROUGH OF ORWIGSBURG

JST/NAC

P

E

NSYLVA

N

IA

C O

M

MONWEALTH

O F

REGISTERED

ENGINEER

PE087842

KEVIN R. RICHARDS

PROFESSIONAL

N

3/17/2026

O pe n

N86°02'00"W 251.66' (DEED)

N

E

D E

E D

N86°12'00"E

350.00' (DEED)

S

W

D E

E

N74°30'00"W

103.32' (DEED)

S

W

D E

E

BM 165

BTCO 3

BTCO 2

MH

MH

MH

BM "A"

I PIN (FND)

I PIN (FND)

RIDGE ROAD

M A

R S

H A

L L

R I

V E

OVERHEAD WIRES

WOODS

WOODS

WOODS

WOODS

GRASS

GRASS

GRASS

GRASS

GRASS

TREE LINE

ELEV:551.00

CORNER OF HEADWALL

SQUARE CUT IN NORTHWEST

BM "A"

M A

H A

N N

O

C

E E

K

-S48384

PPL 45605

0 551

0 4020 FEET

LEGEND

PLAN NOTES

SOIL TYPES

PROPOSED WORK DESCRIPTION

552.00

552.00

551.88 551.05

551.47

552.13

551.88

551.95

551.95

552.43

551.67

20'

INSTALL PATH

NECESSARY TO

TRIM VEGETATION AS

(SEE DETAILS)

WITH RAILINGS

PEDESTRIAN ACCESS

GUIDE RAIL

AROUND EXISTING

ASPHALT PAVEMENT

EXISTING INLET

DIRECT FLOW TO

EXISTING INLET

DIRECT FLOW TO

(TYP)

BLOCK

PARKING

(SEE DETAIL)

ELEV. 500.50

RAIN GAREN

8'5'

EXISTING GUIDE RAIL (TO REMAIN)

CLASS R-4

ROCK,

PROJECT AREA IS NOT IN A FLOODWAY.

EXCLUDING THE ELEVATED PEDESTRIAN PATHWAY, THE

WETLANDS: NO WETLANDS EXIST ON PROJECT SITE.

DB 2792 PG 1892

UPI:56-01-0035.024

OWNER: BOROUGH OF ORWIGSBURG

TOTAL PROPERTY ACRES: 40,184 SF / 0.923 ACRES

PROJECT ACRES: 0.5 ACRES

MeB: MECKESVILLE LOAM, 3 TO 8% SLOPE

KeB: KEDRON SILT LOAM, 3 TO 8% SLOPE

BeC: BERKS CHANNERY SILT LOAM, 8 TO 15% SLOPE

PROPOSED CONCRETE

PROPOSED GRASS

PROPOSED PLAYGROUND SAFE MULCH

PROPOSED PAVEMENT AROUND EXISTING GUIDE RAIL

PROPOSED PAVED PARKING & ACCESS PATH

INLET PROTECTION

ROCK FILTER

COMPOST FILTER SOCK (12")

DRAINAGE CONVEYANCE

PROJECT BOUNDARY

PROPERTY BOUNDARY

EDGE OF ROAD PROPOSED PAVING

SOILS BOUNDARY

PROPOSED RAIN GARDEN

4" PERFORATED UNDERDRAIN 8" PVC

100-YR FLOODPLAIN

IMPACTS)

(MINIMUM GRADING

LINES TO BE AVOIDED

POLE AND AERIAL

EXISTING UTILITY

BEAM

NECESSARY TO SET

AERIAL UTILITY AS

COORDINATE WITH

551.47

FOR PAVILION

FUTURE AREA

**552.00

PAVILION DOWNSPOUT INSTALLATION

GRASS AREA. TO BE USED FOR FUTURE

**8" YARD DRAIN RISER TO DRAIN

HEADWALL

WRAP CFS AROUND

551.00)

(ELEV.

OVERFLOW

R10'R10'

R5'

551.47

TG=550.69

SIDEWALK

PROPOSED

LOCATED UNDER

BE FIELD

PVC DRAINS TO

FOUR (4) 4"

(LOW POINT)

550.50

ALTERNATE ITEMS

PROPOSED RIVER ROCK

SIGNAGE

PARKING

HANDICAP

ACKNOWLEDGEMENT SIGN.

SUPPLY AND INSTALL AN ALUMINUM PROJECT

SUPPLY AND PLANT FOUR (4) TREES

PICNIC TABLES (BID ALTERNATE)

SUPPLY ONE (1) ADA PICNIC TABLE (BASE BID) AND THREE (3) STANDARD

PAVE PARKING AREA, PEDESTRAIN PAVED PATHWAY, AND INSTALL STONE EDGING

AND CONCRETE RAMPS

CONSTRUCT PEDESTRIAN ELEVATED SIDEWALK PER DETAILS INCLUDING RAILING

GARDEN.

PLAYGROUND SAFE MULCH. INSTALL UNDERDRAIN AND DISCHARGE TO RAIN

(COMPACTED)OF

SUPPLY AND INSTALL 6" OF AASHTO #57 DRAINAGE STONE AND 9"

INSTALL 5-12 YR OLD PLAY STRUCTURE. STRUCTURE PURCHASED BY OTHERS.

ADA PARKING SIGN.

COURSE, FOR PAVED ADA PARKING AND ACCESS PATH AND INSTALL

SUPPLY AND INSTALL 6" OF AASHTO 2A MODIFIED, AND 3" OF BINDER

EXCAVATE AND INSTALL RAIN GARDEN PER PLAN DETAILS.

PARKING AREA, AND PATHWAYS.

ROUGH GRADE SITE FOR PLAYGROUND, DRIVEWAY,

(BASE BID)

ADA PICNIC TABLE

(ALTERNATE BID)

TABLES (3)

STANDARD PICNIC

GUTTER

FLOW TO

DIRECT

(TYP)

PLANTING

TREE

ITEM NO. 321216-005: PARKING BLOCKS (5)3)

ITEM NO. 130010-006: RAIN GARDEN2)

ITEM NO. 130010-005: STANDARD PICNIC TABLES (3)1)

5'

(TYP)

WARNING SURFACE

DETECTABLE

NEEDED

ADAPTERS AS

BENDS, TEES,

PER DETAIL

TIMBER EDGING

STRUCTURE

EXISTING

37'

8'

SIGN

ACKNOWLEDGEMENT

PROJECT

GENERAL NOTES

NTS

NOTES:

24"

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

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

Recreation Improvements

RIDGE ROAD PARK

ORWIGSBURG BOROUGH

12"x18"

R7-8 (RESERVED PARKING SIGN)

12"x6"

R7-8P (VAN ACCESSIBLE SIGN)

HEIGHT

CLEARANCE

5' MIN.

VAN ACCESSIBLE

12"x18"

R7-8F (PENALTIES SIGN)

N.T.S.

TYPICAL 12'-0" CHAIN LINK FENCE DETAIL

NOTE: SELVAGE TO BE KNUCKLED

VINYL OVERLAY.3.

FONT SHALL BE ARIAL.2. SIGN TO BE 18"x24"x0.080 ALUMINUM WITH AN EG

SIGN. PROPOSED SIGN LAYOUT NEEDS TO BE APPROVED PRIOR TO ORDERING.

2. FONT SIZE CAN RANGE FROM 0.71" TO 1.75" TO FIT PROPERLY ON THE

1. LETTERING TO BE WHITE ON GREEN BACKGROUND WITH A WHITE BORDER.

5'

11'

SIGN

ADA PARKING

'PAINT (TYP)

WATERBORNE

4" BLUE

FORMULA AND SPECIES

% BY

WEIGHT

SEEDING

RATE PER

1000 SQ YD

25.00

25.00

22.00

5.00

5.00

4.00

3.00

3.00

3.00

2.00

2.00

1.00

1.13

1.13

0.99

0.23

0.23

0.18

0.14

0.14

0.14

0.09

0.09

0.05

VIRGINIA WILD RYE (ELYMUS VIRGINICUS)

FOWL BLUEGRASS (POA PALUSTRIS)

FOX SEDGE (CAREX VULPINOIDEA)

BLUNT BROOM SEDGE (CAREX SCOPARIA)

BLUE VERVAIN (VERBENA HASTATA)

SOFT RUSH (JUNCUS EFFUSUS)

PATH RUSH (JUNCUS TENUIS)

SQUARE STEMMED MONKEY FLOWER (MIMULUS RINGENS)

WOOL GRASS, NC ECOTYPE (SCIRPUS CYPERINUS, NC ECOTYPE)

AUTUMN BENTGRASS (AGROSTIS PERENNANS)

TICKLEGRASS (ROUGH BENTGRASS) (AGROSTIS SCABRA)

TOTALS: 100.00% 4.50

WATER QUALITY MIX

FOWL MANNAGRASS (GLYCERIA STRIATA)

A A

56'-0"

SM

SM

BI UP SM

SM

UP BI UP

BI

SM

UP

BI

SM

PLANTING

KEY COMMON NAME BOTANICAL NAME ROOTUNIT

EA

EA

EA

1 GAL

1 GAL

2' HT

CONT

NOTES:

CONT

B & B

5. HT INDICATES HEIGHT.

4. EA INDICATES EACH.

3. CONT INDICATES PLANT MATERIAL TO BE SUPPLIED IN A NURSERY CONTAINER.

2. B & B INDICATES PLANT MATERIAL TO BE SUPPLIED BALLED AND BURLAPPED.

1. CAL INDICATES CALIPER IN INCHES.

HEIGHT

SIZE

QUANTITY

TOTAL

WHERE LOCAL CONDITIONS WARRANT, THESE DATES MAY BE EXTENDED, IF DIRECTED IN WRITING.

THE FOLLOWING SCHEDULE:

PLANT WHEN SOIL AND CLIMATIC CONDITIONS ARE FAVORABLE, ACCORDING TO

NO TREES ARE TO BE PLANTED, ONLY SHRUBS:

SWAMP MILKWEED

BLACK-EYED SUSAN

WOODLAND PHLOX

SM

BI

UP

ASCLEPIAS INCAMATA

RUDBECKIAFULGIDA

PHLOX DIVARICATA

SOIL AMENDMENTS

MAINTENANCE

MODIFICATIONS OF THOSE INSTALLED WILL BE NEEDED.

IF POST CONSTRUCTION BMP'S FAIL TO PERFORM AS EXPECTED, REPLACEMENT BMP'S OR

REPLACEMENT, REGRADING, RESEEDING, AND REMULCHING MUST BE PERFORMED IMMEDIATELY.

7. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR,

6. TREES AND SHRUBS SHOULD BE INSPECTED TWICE PER YEAR TO EVALUATE HEALTH.

5. DURING PERIODS OF EXTENDED DROUGHT, BIORETENTION AREAS MAY REQUIRE WATERING.

REPLACEMENT.

NEEDED. ONCE EVERY 2 TO 3 YEARS THE ENTIRE AREA MAY REQUIRE MULCH

4. MULCH SHOULD BE RESPREAD WHEN EROSION IS EVIDENT AND BE REPLENISHED AS

BE CUT DOWN AT THE END OF THE GROWING SEASON.

3. DETRITUS MAY ALSO NEED TO BE REMOVED EVERY YEAR. PERENNIAL PLANTINGS MAY

2. WHILE VEGETATION IS BEING ESTABLISHED, PRUNING AND WEEDING MAY BE REQUIRED.

FACILITIES AS NEEDED.

MONTHLY BASIS. IMMEDIATELY PERFORM CLEANOUT, REPAIR AND REPLACEMENT OF THE

THE INSPECTION OF STORMWATER FACILITIES AFTER EACH STORM EVENT AND ON A

MUST BE PROPERLY MAINTAINED BY THE PROPERTY OWNER. MAINTENANCE SHALL INCLUDE

1. DURING THE LIFE OF THE PROJECT, ALL POST CONSTRUCTION STORMWATER DEVICES

MAINTENANCE.

PROPERLY DESIGNED AND INSTALLED BIORETENTION AREAS REQUIRE SOME REGULAR

CLAY.

SHOULD BE WEED FREE AND HIGH IN ORGANIC CONTENT AND LESS THAN 10%

AMENDMENTS. IN ALL CASES, THE QUALITY OF MATERIALS MATTERS; TOPSOIL

DESIRED COARSE AND WELL DRAINED STRUCTURE LONGER THAN SOME OTHER

HARDWOOD MULCH WILL DECOMPOSE SLOWER AND WILL MAINTAIN THE

PEAT MOSS COMPONENTS WILL DECOMPOSE RAPIDLY. THE DOUBLE SHREADED

BUILDING SAND. IN AREAS OF HIGH SUMMER SOIL HEAT, THE COMPOST OR

ALWAYS BE A COARSE, SHARP SAND. IT SHOULD NEVER BE A CONTRACTOR

IT IS IMPORTANT TO NOTE THE SAND USED IN A RAIN GARDEN SHOULD

10% BY VOLUME NATIVE SOIL

10% BY VOLUME PEAT MOSS

30% BY VOLUME TOPSOIL

50% BY VOLUME WASHED SHARP SAND - ASTMC-33

MIX FOR A RAIN GARDEN:

THIS MIXTURE WILL CREATE A VERY WELL DRAINED, FAIRLY LOW NUTRIENT

NTS

BLUE.

WHITE AND THE BACKGROUND

ACCESSIBILITY. PAINT SYMBOL

INTERNATIONAL SYMBOL OF

4'-0" SQUARE

130010-006: RAIN GARDEN PLANT SCHEDULE

NOT TO SCALE

CONCRETE PARKING STOP BLOCK

#4 REBAR, 3' LONG

5"

6'- 0"

4•"

9"

PARKING BLOCK

AMENDED SOIL

ROCK, CLASS R-3

UNCOMPACTED SUBGRADE

ELEV. 551.47

EDGE OF PARKING LOT

ELEV. 550

ELEV. 551.00

RAIN GARDEN OVERFLOW

GARDEN (46')

PIPE ALONG RAIN

8" PERFORATED

INV 547.25

8" PVC FROM PLAYGROUND AREA

130010-006: RAIN GARDEN SEEDING MIXTURE

5'-0"

4" RIVER ROCK

(AROUND ROCK)

CLASS 4, TYPE A GEOTEXTILE

(UNDER ROCK)

CLASS 4, TYPE A GEOTEXTILE

1'-0" MIN.

1Call-Verizon-PADE@verizon.com

OFFICE PERSONNEL

VERIZON PENNSYLVANIA LLC

804-562-3409 debbie_king@cableps.com

ATTN: DEBBIE KING

MIDLOTHIAN, VA 23112

PA BOX 4816

(CABLE PROTECTION SERVICES INC)

COMCAST CABLE COMMUNICATIONS, INC.

570-366-3103 manager@orwigsburg.gov

ATTN: WILLIAM REPPY

ORWIGSBURG, PA 17961

333 SOUTH LIBERTY STREET

ORWIGSBURG BOROUGH

570-490-5684 dlhaupt@pplweb.com

ATTN: DOUG HAUPT

PAXINOS, PA 17860

437 BLUE CHURCH ROAD

PPL ELECTRIC UTILITIES CORPORATION

LIST OF UTILITIES:

PURPLE - NON-POTABLE WATER, IRRIGATION OR SLURRY LINES

WHITE - PROPOSED EXCAVATION

GREEN - SEWERS AND DRAIN LINES

BLUE - POTABLE WATER

CONDUIT

ORANGE - COMMUNICATION, ALARM OR SIGNAL LINES, CABLES OR

YELLOW - GAS, OIL, STEAM, PETROLEUM OR GASEOUS MATERIALS

CODES

RED - ELECTRIC POWER LINES, CABLES, CONDUIT AND LIGHTING

THEM!

UTILITIES IN ACCORDANCE WITH UNIFORM COLOR CODES. KNOW

ACT NO. 187 STANDARDIZES THE COLOR-MARKING OF UNDERGROUND

SERIAL NO.: 20260540897

CALL SYSTEM. USE IT!

THIS PROJECT HAS A SERIAL NUMBER REGISTERED WITH THE ONE

ANYWHERE IN THE COMMONWEALTH OF PENNSYLVANIA.

ENGAGED IN THE DESIGN PHASE. THESE REQUIREMENTS APPLY

WORKING DAYS NOR MORE THAN 90 WORKING DAYS NOTICE WHEN

ACT NO. 187 REQUIRES DESIGNERS TO GIVE NO LESS THAN 10

PLOW-IN, PULL-IN, RIP, SCRAPE, TRENCH, TUNNEL OR DEMOLISH.

BACKFILL, BLAST, BORE, DIG, DITCH, DRILL, DRIVE-IN, GRADE,

EARTH (WITH OR WITHOUT EXPLOSIVES), ANCHOR, AUGER,

EXCAVATORS/DEMOLITION CONTRACTORS WHO ARE ABOUT TO MOVE

NOTICE NO MORE THAN 10 WORKING DAYS NOTICE FROM

LINE PROTECTION LAW, REQUIRES NO LESS THAN 3 WORKING DAYS

PENNSYLVANIA ACT NO. 187 OF 1996, THE UNDERGROUND UTILITY

1-800-242-1776

PENNSYLVANIA ONE CALL SYSTEM, INC.

STOP-CALL BEFORE YOU DIG!

VERTICAL DATUM IS BASED ON NAVD 1988.

SOUTH ZONE NAD 1983.

HORIZONTAL DATUM IS BASED ON STATE PLANE COORDINATE SYSTEM

ALL ITEMS OF WORK.

SEED AND STABILIZE ALL DISTURBED AREAS (TYP) INCIDENTAL TO

INSTALLATION.

THIS MUST BE VERIFIED BY THE ENGINEER PRIOR TO

LAYOUT ALL GRADING AND IMPROVEMENTS PRIOR TO INSTALLATION.

AVAILABLE INFORMATION.

EXISTING UTILITIES ARE SHOWN IN ACCORDANCE WITH THE BEST

COORDINATE ALL WORK WITH UTILITY COMPANIES INVOLVED.

THEIR LATEST REVISION.

PENNSYLVANIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS IN

PENNDOT SPECIFICATIONS SHALL MEAN COMMONWEALTH OF

UNLESS OTHERWISE DIRECTED BY THE OWNER OR ENGINEER.

PLAN LOCATIONS AND DIMENSIONS SHALL BE STRICTLY ADHERED TO

ITEMS OF WORK.

CONSTRUCTION. THESE CONTROLS ARE INCIDENTAL TO THE OTHER

BE PROVIDED, INSTALLED AND MAINTAINED DURING ALL PHASES OF

ALL REQUIRED SOIL EROSION AND SEDIMENTATION CONTROLS SHALL

VERIFIED IN THE FIELD.

ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE CHECKED AND

AND NOT ON THE PROJECT OWNER OR alfred benesch & company, OR THEIR REPRESENTATIVES.

MISUNDERSTANDING OF THE LOCATION OF THE UNDERGROUND UTILITIES IS ON THE CONTRACTOR, THE RISK OF FINANCIAL LOSS RESULTING FROM MISIDENTIFICATION, MISLOCATION OR

BE FIELD VERIFIED BY THE CONTRACTOR AT THE PROJECT SITE.

ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE CHECKED BY THE CONTRACTOR AND SHALL

(3) TO AVOID ALL UNNECESSARY CONFLICTS THEREWITH.

EXACT LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION OR DEMOLITION AND

THESE PLANS: (1) TO CONTACT ALL UTILITY OWNERS INDEPENDENTLY, (2) TO DETERMINE THE

CONTRACTOR IS RESPONSIBLE AT ITS SOLE COST AND EXPENSE AND WITHOUT RELIANCE ON

INFORMATION AND GUIDANCE ONLY, AND IS NOT GUARANTEED TO BE COMPLETE OR ACCURATE.

SIZE, LOCATION OR ANY OTHER FEATURE OF UNDERGROUND UTILITIES IS FOR GENERAL

NOTE: INFORMATION ON THESE PLANS CONCERNING THE CONDITIONS, DIMENSIONS, DEPTH,

AVAILABLE SURFACE INFORMATION IS INDICATED ON THE DRAWINGS.

OR STRUCTURES ARE SHOWN ON THE PLANS. NO FIELD EXCAVATION HAS BEEN PERFORMED.

INSTALLATION OR STRUCTURES SHOWN ON THE PLANS, OR THAT ALL UNDERGROUND INSTALLATION

ASSURE EITHER THE ACCURACY OF THE LOCATION OF THE PRESENT UNDERGROUND UTILITY

LISTED ABOVE. alfred benesch & company DOES NOT GUARANTEE, REPRESENT, WARRANT OR

INFORMATION THAT HAS BEEN PROVIDED TO alfred benesch & company FROM THE UTILITIES

WARNING! EXISTING UTILITIES, AS SHOWN ON THESE DRAWINGS, ARE IN ACCORDANCE WITH

TC-8702B (CURRENT EDITION)

FOR SIGN POST INSTALLATION, REFER TO PENNDOT PUB 111M

PROJECT SIGN

RAIN GARDEN

VAN-ACCESSIBLE ADA PARKING SPACE

ADA PARKING SIGN DETAIL

31212.20 Y:\Pottsville\31200S\31297.20_Ridge_Road\Eng_Docs\Plans\03_Detail_01.dgn (Default)krichards 03\17\2026 13:47:56

Drawn: Designed: Checked:

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.: Sheet No.:KRR KRR OF 7

570-622-4055

Pottsville, Pennsylvania 17901

400 One Norwegian Plaza

Alfred Benesch & Company reuse, reproduction or modification of this plan or design information, or any part thereof, is strictly prohibited, except by written permission of this firm.

Copyright 2026, of Alfred Benesch & Company. All rights reserved. This plan and design content is the property of Alfred Benesch & Company. Use, 31297.20

Pennsylvania

SITE DEVELOPMENT DRAWING

Borough of Orwigsburg, Schuylkill County

Pennsylvania One Call System Serial Number excavation

10 business days prior to the start of than 3 business days nor more than

Dial 8-1-1 or 1-800-242-1776 not less

20260540897

PHASE 1 RIDGE ROAD PARK

PA DCNR C2P2 GRANT -

BOROUGH OF ORWIGSBURG

JST/NAC

P

E

NSYLVA

N

IA

C O

M

MONWEALTH

O F

REGISTERED

ENGINEER

PE087842

KEVIN R. RICHARDS

PROFESSIONAL

GRASS (TYP)

EXISTING

x x x x x x x x x x x x x x x x x x x x x

TYPICAL SIDEWALK SECTION

10'-0" (TYPICAL)

10'-0" MAXIMUM

1/4" PREMOLDED EXPANSION MATERIAL AT

SCORED JOINTS AT 5'-0" O.C.

COMPACT SUBGRADE TO 97% PROCTOR DENSITY

4" 2A STONE (COMPACTED)

NOTES:

BASE DRAIN

1% MIN TOWARDS

SLOPE

6. MINIMUM TREE SIZE: MULTI-STEM 3-5 STEMS, 8' TALL

5. MINIMUM TREE SIZE: SINGLE STEM 2" CALIPER, 8' TALL

PLANTING REQUIREMENTS.

REMOVE TOP 2/3 OF WIRE

BASKET WHERE PRESENT

AND ANY NAILS/PINS, ETC.

REMOVE TOP 1/3 BURLAP

PLANTING MIX (AS SPECIFIED)

BERM OUTSIDE OF BACKFILL

4" MAXIMUM HIGH WATER

4" MAXIMUM LAYER OF MULCH

THAN 3" .

FIRM SOIL UNDER ROOT BALL.

8"6"ROOT BALL DIA.6"8"

REJECT PLANTS WITH MORE

FROM GROWER OVER ROOT

FINISH GRADE

DRIVEN IN LINE WITH STRAP

RAISE PIT BOTTOM TO SET BUTTRESS

ROOTS AT THE CORRECT HEIGHT.

BUTTRESS

ROOTS

SYSTEM, UP TO 1" DEPTH.

REMOVE TYPICAL EXCESS SOIL

UNDISTURBED SOIL

6" SLIP KNOT WITH STOP KNOT.

(6" LARGER THAN TREE DIAMETER)

KEEP MULCH AWAY FROM

TRUNK 1" TO 2"

3/4" NYLON STRAP

VARIES

4.

3.

2.

1.

STAKING REQUIRED FOR LEANING TREES OR AS REQUIRED BY

CONTRACT. SEE GENERAL NOTES:

SEE ATTACHED LANDSCAPE CONSTRUCTION STANDARDS FOR OTHER

SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION.

REMOVE WIRE OR NYLON TWINE FROM BALL.

NOTES:

BE AT FINISH GRADE 1"

ROOT CROWN TO

WITH CENTERED 3/8" HOLE

1"x2"x18" WOOD STAKE

NTS

APPENDIX B OF THE PA BMP MANUAL

ALL PROPOSED TREES TO BE NATIVE SPECIES PER

SPECIFICATIONS

ALL SIDEWALKS SHALL CONFIRM TO PENNDOT STANDARDS AND 5.

MINIMUM COMPRESSIVE STRESS OF 3750 PSI.

ALL EXTERIOR CONCRETE SHALL BE AIR ENTRAINED AND HAVE A 4.

PAVEMENTS.

A NONSLIP FINISH SHALL BE PROVIDED ON ALL PEDESTRIAN 3.

EXISTING CONCRETE.

" EXPANSION MATERIAL AT ALL LOCATIONS ABUTTING 4

1PLACE 2.

TRANSVERSE SIDEWALK SHALL SLOPE 1% MINIMUM1.

NNTS

3" DEPTH

<0.3 MILLION ESAL'S,

COURSE, SRL-L

PG 64S-22, WEARING

MIXTURE DESIGN, 19.0mm, SUPERPAVE ASPHALT

PROCTOR DENSITY

AND ROLLED TO 97% STANDARD

4" NO. 2A SUBBASE COMPACTED

TYPICAL PARKING/WALKWAY PAVING DETAIL

COMMON NAME BOTANICAL NAME ROOTUNIT

EA

HEIGHT

SIZE

QUANTITY

TOTAL

329300-001: TREE PLANTING SCHEDULE

4 FLOWERING DOGWOOD 6'-8' (MIN) B & B

WALKWAY

3'-6" MIN

TO REMAIN

4'-0"EXISTING ROADWAY

MONOLITHIC CURB

6"

8"

(COMPACTED)

SUBBASE

4" NO. 2A

DENSITY

97% PROCTOR

SUBGRADE TO

COMPACT

PLANS)

EXISTING MATERAIL (SEE

EMBANKMENT, OR

ROCK, CLASS R-4,

(SEE ELEVATIONS ON PLAN)

8" MAXIMUM REVEAL

(SEE PLAN)

VARIES

(TO REMAIN)

EXISTING GUIDE RAIL

EXISTING PAVEMENT

CORE-DRILLED POST DETAIL

TYPICAL FORMED OR

NTS

SEE FORMED OR CORE-DRILLED POST DETAIL (TYP)

0.20"

1.07" 0.69" 0.25"

POINT ALL JOINTS

THICKNESS

1.25" STANDARD

CONCRETE PAD

MORTAR BED (HYDRATED)

1" MIN SETTING BED DRY PACK

SECTION

408 STANDARDS, AS AMENDED.

CONFORM TO CURRENT PENNDOT PUBLICATION 72 AND PUBLICATION

ALL CURB RAMPS AND OTHER ACCESSIBILITY DETAILS MUST NOTES:

PENNDOT RC-67M - SHEET 9

TOTAL WARNING SURFACE DEPTH MUST BE 24" MIN. SEE

NOT TO SCALE

DETECTABLE WARNING SURFACE

PLAN

M A

X

.4

12"

FINALIZED IN THE FIELD)

LENGTHS TO BE

(FINAL LOCATIONS AND

4" PVC

WITH SLEEVE AT 10' O.C. (TYP)

PERFORATED 4" DRAIN PIPE

<0.3 MILLION ESAL'S, 3" DEPTH

COURSE, SRL-L

PG 64S-22, WEARING

MIXTURE DESIGN, 19.0mm, SUPERPAVE ASPHALT

GUIDE RAIL AREA BINDER PAVEMENT

WOOD TIMBER EDGING

4 FEET. AVOID FOOTERS.

REBAR (4 FEET LONG) EVERY

PIN WOOD TIMBER WITH 1/2"

PROPOSED MULCH AREA

TOP 6" x 4" WOOD TIMBER

GROUND

EXISTING

BOTTOM 6" x 4" WOOD TIMBER

MULCH ITEM

TIMBER EDGING IS INCIDENTAL TO

6" DEPTH

AGGREGATE,

COARSE

NO. 57

x x

(SEE DETAIL)

CONCRETE SIDEWALK(SEE DETAIL)

WOOD TIMBER EDGING

(AS POSSIBLE DUE TO GUIDE RAIL)

PROCTOR DENSITY

AND ROLLED TO 97% STANDARD

4" NO. 2A SUBBASE COMPACTED

12"

CORNUS FLORIDA

TREE PLANTING DETAIL

6x6 W1.4xW1.4

CONCRETE W/

MODIFIED

4" CLASS A

(CLASS A MODIFIED)

4" CONCRETE WITH 6x6 W1.4xW1.4*

NOTE:

FALL ZONE DETAIL

LIMIT OF FALL ZONE

SEE PLAN

GEOTEXTILE, CLASS 4, TYPE A (TYP)

NTS

DISTURBED AREAS AS NECESSARY

AND SOIL SUPPLEMENTS ALL

MINIMUM 6" TOPSOIL, SEEDING

REDUCTION BY 33%

APPROXIMATE

BEFORE COMPACTION

APPROXIMATE DEPTH

APPROVED EQUAL.

MEETING ASTM F1292 BY ZEAGER OR

WOOD MULCH, SHOCK ABSORBENT MATERIAL

MORE RESTRICTIVE.

OR 12 INCHES, WHICHEVER IS

WITH MANUFACTURER INSTRUCTIONS

OVERLAP IN ACCORDANCE

INSTALLED WITH MINIMUM

GEOTEXTILE MATERIAL TO BE

COMPACTION

FINAL DEPTH AFTER

NTS

VARIES (MIN 5')

SEE PLAN

2% MAX

DEPTH (TYP)

MINIMUM 6" TOPSOIL

AS NECESSARY.

DISTURBED AREAS

TOPSOIL AND SEED

FINAL SURFACE IS TO MEET ASTM F1951.

COMPACTED.

WETTED AND THEN MECHICALLY

MULCH IS TO BE PLACED IN 6" LIFTS,

N.T.S.

CONCRETE SIDEWALK RAMP WITH MONOLITHIC CURB SECTION

(PAY ITEM 055213-001)

MAX.

BALUSTERS SPACED AT 4"

RAILING TO INCLUDE

HAND & CURB RAILS

INCLUDING

SCHEDULE 40 RAILS

4'-0" OC MAX & 1 1/4"Ø

SCHEDULE 40 POSTS @

ADA RAILING WITH 1 1/2"Ø

CONTRACTOR TO INSTALL

PSI.

ALL EXTERIOR CONCRETE SHALL BE AIR ENTRAINED AND HAVE A MINIMUM COMPRESSIVE STRESS OF 3750 6.

SIKAFILL PER THE MANUFACTURER'S RECOMMENDATIONS OR APPROVED EQUAL.

SIDEWALK. PIPES TO DAYLIGHT TO SLOPE BEYOND SIDEWALK. PIPE PENETRATIONS TO BE FILLED WITH

CONTRACTOR TO INSTALL 4" PVC DRAINAGE PIPES TO CONVEY ROADWAY DRAINAGE UNDER PROPOSED 5.

PROVIDE SHOP DRAWINGS FOR APPROVAL BY THE OWNER AND ENGINEER PRIOR TO FABRICATION.4.

ALL RAILING CONNECTIONS SHALL BE WELDED UNLESS NOTED OTHERWISE.3.

HANDRAIL FINISH: PRIMED/PAINTED WITH A 3-COAT SYSTEM, BLACK GLOSS FINISH2.

" SCHEDULE 40 PAINTED STEEL PIPE (1.90" O.D.)2

HANDRAIL POSTS AND RAILS: 1 1.

GROUT & WATERTIGHT SEALANT

DIA.) X 6" D WITH CEMENT

SSTL SLEEVE 2" DIA. (INSIDE

31212.20 Y:\Pottsville\31200S\31297.20_Ridge_Road\Eng_Docs\Plans\04_Detail_02.dgn (Default)krichards 03\17\2026 13:47:57

Drawn: Designed: Checked:

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.: Sheet No.:KRR KRR OF 7

570-622-4055

Pottsville, Pennsylvania 17901

400 One Norwegian Plaza

Alfred Benesch & Company reuse, reproduction or modification of this plan or design information, or any part thereof, is strictly prohibited, except by written permission of this firm.

Copyright 2026, of Alfred Benesch & Company. All rights reserved. This plan and design content is the property of Alfred Benesch & Company. Use, 31297.20

Pennsylvania

SITE DEVELOPMENT DRAWING

Borough of Orwigsburg, Schuylkill County

Pennsylvania One Call System Serial Number excavation

10 business days prior to the start of than 3 business days nor more than

Dial 8-1-1 or 1-800-242-1776 not less

20260540897

PHASE 1 RIDGE ROAD PARK

PA DCNR C2P2 GRANT -

BOROUGH OF ORWIGSBURG

JST/NAC

P

E

NSYLVA

N

IA

C O

M

MONWEALTH

O F

REGISTERED

ENGINEER

PE087842

KEVIN R. RICHARDS

PROFESSIONAL

31212.20 Y:\Pottsville\31200S\31297.20_Ridge_Road\Eng_Docs\Plans\05_Detail_03.dgn (Plan)krichards 03\17\2026 13:47:58

Drawn: Designed: Checked:

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.: Sheet No.:

570-622-4055

Pottsville, Pennsylvania 17901

400 One Norwegian Plaza

Alfred Benesch & Company

31297.20

Pennsylvania

SITE DEVELOPMENT DRAWING

Borough of Orwigsburg, Schuylkill County

ORWIGSBURG BOROUGH MEMORIAL

PHASE 1 RIDGE ROAD PARK

PA DCNR C2P2 GRANT -

NEAR FAR

M A

H A

N N

E E

K

0 105 FEET

4'-0"

‚ BRG

T

Y P

Q

S

P A

(TYP)

#4 @ 12"

#4 (TYP)

‚ BEAM

1'-4"

FF EXISTING BRIDGE BARRIER

9"

9"‚ BRG

1'-4 1/4"

FOOTING PLAN

NTS

T

Y P

N S

T R

J T

RF EXISTING WINGWALL RF EXISTING WINGWALL

‚ BEAM

SECTION A-A

NTS

SECTION B-B

NTS

TYPICAL PLANK BEAM SECTION

A

BB

A

5-#6 BARS EQ SPA

B

R S

EQ SPA (TYP)

5-#6 BARS W/ HOOK

BRG PAD

3/4" THICK

4'-0"

WALKWAY

3'-6" MIN

NTS

SIMILAR AND OPPOSITE HAND)

(FAR FOOTING SHOWN, NEAR FOOTING

9" APPROACH AT GRADE

(27'-0" SPAN)

28'-6" PLANK BEAM

‚ BRG

EXP JT MATERIAL

ABOVE FOOTING

APPLY BOND BREAKER TO DOWEL

FILL WITH NON-SHRINK GROUT;

2 1/2" DIA HOLE

BRG PAD

3/4" THICK

M

IN

RECOMMENDATIONS

PER MANUFACTURER'S

ADHESIVE ANCHOR

FILL WITH NON-SHRINL GROUT

AFTER BEAM IS IN PLACE;

2" DIA DOWEL HOLE TO BE DRILLED

RF EXISTING WINGWALL

FF EXISTING WINGWALL

EQ SPA

W/ HOOK

5-#6 BARS

5-#6 BARS

C L

R

48"

6-#8 BARS

5-#4 BARS

#4 STIRRUPS @ 12"

SURFACE

ROUGHENED

MAK

GENERAL NOTES

GJB JCK

COARSE AGGREGATE

1'-0" MIN NO. 57

2'-4 5/8"

‚ BRG TO ‚ BRG

27'-0" SPAN

28'-6" PLANK BEAM LENGTH

(SEE SECTION A-A)

ADA RAILING

JT MAT'L

1/2" EXP

ELEV 551.23 (TYP)

ELEV 550.17 (TYP)

ELEV 548.17 (TYP)

(SEE SITE PLAN)

(TYP)

#4 BARS

(TYP)

2 1/2" DOWEL HOLE

RF EXISTING BRIDGE BARRIER

P E

N

N S Y L V

A

N

I A

C O

M

M O

NW EALT

H

F

REGISTERED

PROFESSIONAL

ENGINEER

PE081136

JOHN C. KNECHT

EXISTING STRUCTURE

TO REMAIN

PROPOSED WING CAPS

ï

8' -1 ï

TYP

ï»

¿1

EXISTING STRUCTURE

1.5% AWAY FROM

& SIDEWALK

SLOPE TOP OF FOOTING

WING CAP

TOP PROPOSED

W

IN

G

P

1" CLOSE CELL NEOPRENE SPONGE

10-#5 @ 1'-0"

10-#5 @ 1'-0" EF

WINGWALL

FF EXISTING

WINGWALL

FF EXISTING

B A

S

B A R S

E F

WINGWALL*

TOP EXISTING

B

A R S

B

A R S

M

IN

MANUFACTURER'S SPECIFICATIONS.

LENGTH OF 15". LENGTHS TO BE IN ACCORDANCE WITH

** BAR LENGTHS ARE BASED ON A MINIMUM EMBEDMENT

NEW CONCRETE.

TYPE 2, GRADE 2 EPOXY JUST PRIOR TO PLACING THE

* CONSTRUCTION JOINT. COAT EXISTING CONCRETE WITH

(TYP)

CHAMFER 1"X1"

(TYP)

#5 BARS

C

C

NTS

SECTION C-C

WINGWALL*

EXISTING

WING CAP

PROPOSED

1

(TYP)

#5 BARS*

#5 BARS

550.57

551.17

551.17 550.21

4.8% 4.8%

BC 550.56

TC 551.23

BC 550.63

TC 550.63

(TO REMAIN)

GUIDE RAIL

(TO REMAIN)

GUIDE RAIL

BC 550.56

TC 551.23

BC 550.27

TC 550.27

UNLESS SPECIFIED.

FABRICATION OR CONSTRUCTION IS NOT PERMITTED

11. WELDING OF REINFORCEMENT BARS DURING

EXCEPT AS NOTED.

10. CHAMFER EXPOSED CONCRETE EDGES 3/4" X 3/4",

JOINTS, EXCEPT AS NOTED.

9. RAKE FINISH ALL HORIZONTAL CONSTRUCTION

8. ALL DIMENSIONS ARE HORIZONTAL EXPECT AS NOTED.

APPROVED BY THE ENGINEER.

BARS AT NO ADDITIONAL COST TO THE OWNER, IF

SUBSTITUTED FOR EPOXY-COATED REINFORCING STEEL

7. GALVANIZED REINFORCING STEEL BARS MAY BE

COST TO THE OWNER, IF APPROVED BY THE ENGINEER.

FOR A LOWER CLASS OF CONCRETE AT NO ADDITIONAL

6. A HIGHER CLASS OF CONCRETE MAY BE SUBSTITUTED

REINFORCEMENT BARS, EXCEPT AS NOTED.

5. PROVIDE 2 INCH CONCRETE COVER ON

4. USE ONLY NORMAL WEIGHT CONCRETE.

UNLESS OTHERWISE INDICATED.

3. ALL REINFORCING BARS ARE TO BE EPOXY COATED

f'c = 8000 PSI FOR PLANK BEAM CONCRETE f'c = 3000 PSI FOR FOOTING (CLASS A) REINFORCEMENT STEEL fy = 60 KSI

2. MATERIAL STRENGTH:

ACCORDANCE WITH THE CONTRACT PROVISIONS.

1. PROVIDE MATERIALS AND PERFORM WORK IN

ADA RAILING TO ENGINEER FOR REVIEW & APPROVAL.

18. CONTRACTOR TO SUBMIT SHOP DRAWINGS OF BEAM &

17. CAMBER BEAM 1" AT MIDSPAN.

BEARING PADS USING 1" THICK BACKER RODS.

AREAS UNDER THE GIRDERS NOT IN CONTACT WITH THE

WIDTH OF THE BEAM MINUS ANY CHAMFERS. BLOCK THE

12" ALONG THE LENGTH OF THE BEAM AND MATCH THE

PADS UNDER BOTH ENDS OF BEAM. ALL PADS WILL BE

16. PROVIDE 3/4" THICK, 50 DUROMETER NEOPRENE

UNLESS NOTED OTHERWISE.

ACCORDANCE WITH THE STANDARD DRAWING BC-736M

15. PROVIDE MINIMUM EMBEDMENT & SPLICE LENGTHS IN

TEMPERATURE OF 68 DEGREES FAHRENHEIT.

14. STRUCTURE DIMENSIONS SHOWN ARE FOR A NORMAL

PROPER FIT OF THE PROPOSED CONSTRUCTION.

EXISTING STRUCTURE IN THE FIELD AS NECESSARY FOR

13. VERIFY ALL DIMENSIONS AND GEOMETERY OF THE

BARS IS INDICATED.

OR WHERE BENDING OR WELDING OF THE REINFORCEMENT

966A 966M REINFORCEMENT BARS IN FOOTINGS, BEAM,

APPROVED BY THE ENGINEER. DO NOT USE RAIL STEEL A

PROPORTIONAL INCREASE IN CROSS-SECTIONAL AREA, IF

REINFORCING STEEL BARS MAY BE SUBSTITUTED WITH A

REINFORCING STEEL BARE UNLESS SPECIFIED. GRADE 40

A996/A966M OR A706/A706M. DO NOT WELD GRADE 60

MEET THE REQUIRMENTS OF ASTM A 615/A 615M,

12. PROVIDE GRADE 60 REINFORCING STEEL BARS THAT

reuse, reproduction or modification of this plan or design information, or any part thereof, is strictly prohibited, except by written permission of this firm.

Copyright 2026, of Alfred Benesch & Company. All rights reserved. This plan and design content is the property of Alfred Benesch & Company. Use, AND ADA RAILING (SEE DETAIL, SHEET 4)

20'-0" CONCRETE SIDEWALK WITH MONOLITHIC CURB

12'-8" CONCRETE SIDEWALK

RAILING (SEE DETAIL, SHEET 4)

WITH MONOLITHIC CURB AND ADA

PLACEMENT)

THE ENGINEER PRIOR TO

TO BE COORDIANTED WITH

4" PVC DRAINS (LOCATION

KIND IF DAMAGED

REMAIN OR BE REPLACED IN

DRAIN AND OUTLET TO

EXISTING PAVEMENT BASE

VERIFIED)

BE FIELD

(LOCATION TO

PVC DRAINS

CURING PHASE OF THE ANCHORING MATERIAL.

REINFORCEMENT BAR TO ENSURE ITS PROPER ALIGNMENT AND POSITION DURING THE

MANUFACTURER'S RECOMMENDATIONS. PROVIDE SUPPLEMENTAL SUPPORT TO THE

PLACE ANCHORING MATERIAL AND INSTALL REINFORCEMENT BAR IN ACCORDANCE WITH

PROVIDED BY THE MANUFACTURER OF THE ANCHORING MATERIAL.

CLEAN AND PREPARE THE HOLES IN ACCORDANCE WITH THE RECOMMENDATIONS

DRILLS WITHOUT THE USE OF IMPACT WILL BE PERMITTED.

ACCEPT REINFORCEMENT BARS AT THE LOCATIONS INDICATED. ONLY ROTARY-TYPE

MANUFACTURER'S SPECIFICATIONS INTO THE EXISTING CONCRETE STRUCTURE TO

* DRILL HOLES OF PROPER DIAMETER AND DEPTH IN ACCORDANCE WITH

FOR POSTS)

(FABRICATOR TO DETAIL INSERTS

SPACED AT 4" MAX.

RAILING TO INCLUDE BALUSTERS

HAND & CURB RAILS

SCHEDULE 40 RAILS INCLUDING

4'-0" OC MAX & 1 1/4"Ø

SCHEDULE 40 POSTS @

ADA RAILING WITH 1 1/2"Ø

CONTRACTOR TO INSTALL

PEDESTRIAN ELEVATED SIDEWALK

FOOTING (TYP)

3/12/2026

BM "A"

WOODS

1.

3.

2.

4.

TRAFFIC SHALL NOT BE PERMITTED TO CROSS FILTER SOCKS.

COMPOST FILTER SOCK MAINTENANCE NOTES:

PERIMETER CONTROL

WATER FLOW

UNDISTURBED AREA

ELSEWHERE IN THE PLAN.

GROUND HEIGHT OF THE SOCK AND DISPOSED IN THE MANNER DESCRIBED

SEDIMENT MUST BE REMOVED WHERE ACCUMULATIONS REACH • THE ABOVE

FILTERSOCK

COMPOST

PROTECTED

AREA TO BE

LINEAL SPACING

STAKE ON 10'

AREA

WORK

NTS

COMPOST FILTER SOCK

STAKE

2"x2" WOODEN

24"

18"

12"

COMPOST FILTER SOCK

EQUIVALENT

(12" - 24" TYP.)

FILTER SOCK

COMPOST

COMPOST

LOOSE

FLOW

SSF

30" HT

18" HT

SILT FENCE

STAKES

JOINING FENCE SECTIONS

STAPLES

BACKFILL

COMPACTED

GROUND

EXISTING

6" MIN

M

IN

SUPPORT STAKES

TYP SILT FENCE DETAIL

FILTER FABRIC FENCE MUST BE INSTALLED AT LEVEL GRADE.

• THE ABOVE GROUND HEIGHT OF THE FENCE.

ANY FENCE SECTION WHICH HAS BEEN UNDERMINED OR TOPPED

8 FEET UP SLOPE AT 45° TO THE MAIN BARRIER ALIGNMENT.

BOTH ENDS OF THE BARRIER MUST BE EXTENDED AT LEAST

SEDIMENT MUST BE REMOVED WHEN ACCUMULATIONS REACH

FILTER OUTLET (SEE DETAIL THIS SHEET).

ONE SECTION MUST BE IMMEDIATELY REPLACED WITH A ROCK

NOTE:

FABRIC FENCE

NTS

REPLACED ACCORDING TO MANUFACUTURER'S RECOMMENDATIONS.

PHOTODEGRADABLE SOCKS AFTER 1 YEAR. POLYPROPYLENE SOCKS SHALL BE

BIODEGRADABLE FILTER SOCK SHALL BE REPLACED AFTER 6 MONTHS;

TO THE MAIN SOCK ALIGNMENT.

OF THE SOCK MUST BE EXTENDED AT LEAST 8 FEET UPSLOPE AT 45 DEGREES

COMPOST FILTER SOCK MUST BE PLACED AT LEVEL EXISTING GRADE. BOTH ENDS

TOE ANCHOR

TRENCH

EROSION CONTROL POLICIES

SCHEDULE OF CONSTRUCTION ACTIVITIES

IMMEDIATELY.

RESEEDING, REMULCHING, AND RENETTING, MUST BE PERFORMED

WORK, INCLUDING CLEAN OUT, REPAIR, REPLACEMENT, REGRADING,

WEEKLY BASIS. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE

SEDIMENTATION CONTROL AFTER EACH RUNOFF EVENT AND ON A

MAINTENANCE MUST INCLUDE INSPECTIONS OF ALL EROSION AND

SEDIMENTATION CONTROL MEASURES MUST BE MAINTAINED PROPERLY.

10. UNTIL THE SITE IS STABILIZED, ALL EROSION AND

FROM THAT ORIGINATING WITHIN.

9. SEPARATE ALL WATER ORIGINATING OUTSIDE OF THE PROJECT

FROM THE PROJECT, AS DIRECTED.

SECTION 861. DISPOSE OF SILT FENCING AND SEDIMENT REMOVED

PENNSYLVANIA DEPARTMENT OF TRANSPORTATION PUBLICATION 408,

SEDIMENTATION STRUCTURES DURING CONSTRUCTION AS SPECIFIED IN

PERMANENT SILT HOLDING BASINS WHERE FEASIBLE. CLEAN THE

8. TRAP SEDIMENT RESULTING FROM CONSTRUCTION IN TEMPORARY OR

FEET. STOCKPILE SLOPES MUST BE 2:1 OR FLATTER.

THE STOCKPILE SLOPES. STOCKPILE HEIGHTS MUST NOT EXCEED 35

TAKE INTERIM STABILIZATION MEASURES TO MINIMIZE EROSION OF

7. FOR ANY EXCAVATION MATERIAL STOCKPILED MORE THAN 20 DAYS,

REQUIRED EARTHWORK HAS BEEN PERFORMED.

THE EARTH, AND THE STABILIZATION DEVICES AS SOON AS THE

CONTROL DEVICES THAT CAN BE INSTALLED PRIOR TO DISTURBING

CONSTRUCTION BY PLACING THE EROSION AND SEDIMENTATION

6. CONTROL THE ENTIRE GRADING AREA AT ALL TIMES DURING

SPECIFICATIONS.

MUST BE STABILIZED IN ACCORDANCE WITH PERMANENT SEEDING

FINISHED GRADE OR WILL NOT BE REDISTURBED WITHIN ONE YEAR

SEEDING SPECIFICATIONS. DISTURBED AREAS WHICH ARE EITHER AT

ONE YEAR MAY BE STABILIZED IN ACCORDANCE WITH TEMPORARY

NOT AT FINSHED GRADE AND WHICH WILL BE REDISTURBED WITHIN

APPLIED AT THE RECOMMENDED RATES. DISTURBED AREAS WHICH ARE

IMMEDIATELY. DURING NON-GERMINATING PERIODS, MULCH MUST BE

WILL REMAIN EXPOSED FOR MORE THAN 20 DAYS MUST BE STABILIZED

5. ANY DISTURBED AREA ON WHICH ACTIVITY HAS CEASED AND WHICH

AREAS.

4. DIRECT FLOWING WATER AWAY FROM PROJECT CONSTRUCTION

BE STABILIZED IMMEDIATELY.

REMOVED. AREAS DISTURBED DURING REMOVAL OF THE CONTROLS MUST

TEMPORARY EROSION AND SEDIMENTATION CONTROLS MUST BE

3. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED,

THE TRIBUTARY AREAS OF THOSE CONTROLS.

STABILIZED, AND FUNCTIONAL BEFORE SITE DISTURBANCE WITHIN

2. EROSION AND SEDIMENTATION CONTROLS MUST BE CONSTRUCTED,

COMMONWEALTH.

CONTAINING SEDIMENTS OR POLLUTANTS INTO ANY WATERS OF THE

MINIMIZE TURBIDITY IN STREAMS. DO NOT DISCHARGE WATER

SEDIMENT POLLUTION CONTROL MANUAL AND IN SUCH A MANNER TO

1. CONDUCT ALL OPERATIONS AS SPECIFIED IN THE EROSION AND

GENERAL

THE ENGINEER:

ENVIRONMENTAL PROTECTION, COUNTY CONSERVATION DISTRICT AND

ACCORDANCE WITH THE INSTRUCTIONS OF THE DEPARTMENT OF

THE FOLLOWING GUIDELINES AS THEY ARE APPLICABLE AND IN

REQUIRED THAT THE CONTRACTOR FOR THIS PROJECT CONFORM WITH

COMMONWEALTH OF PENNSYLVANIA TO CONTROL EROSION, IT WILL BE

IN ACCORDANCE WITH THE CURRENT POLICIES AND PRACTICES IN THE

EXCEEDING 50% OF THE TOATAL BLUEGRASS COMPONENT.

OF IMPROVED CERTIFIED VARIETIES WITH NO ONE VARIETY

KENTUCKY BLUEGRASS MIXTURE (POA PRATENSIS). A COMBINATION

SSP COMMUTATE) (IMPROVED AND CERTIFIED)

CREEPING RED FESCUE OR CHEWINGS FESCUE (FESTUCA RUBRA OR

EXCEEDING 50% OF THE TOTAL RYEGRASS COMPONENT.

OF IMPROVED CERTIFIED VARIETIES WITH NO ONE VARIETY

PERENNIAL RYEGRASS MIXTURE (LOLIUM PERENNE). A COMBINATION

FORMULA B MIX:

FORMULA AND SPECIES

TABLE A

97 0.10

0.10

0.15

SEEDING RATE PER

WEED SEED

MAX. %

GERMINATIONPURITY

MINIMUM %

WEIGHT

1000 SQ. YD. (LBS.)

FORMULA N CONSERVATION MIX:

APPLICATION

SUPPLEMENT FORMULA

SEEDING AND SOIL

SCHEDULE OF SEEDING AND SOIL SUPPLEMENT

TABLE B

STABILIZE ALL AREAS DISTURBED DURING REMOVAL PROCESS.

REMOVE ALL TEMPORARY EROSION CONTROLS AFTER A MINIMUM OF 70% STABILIZATION. 8.

STABILIZE ALL DISTRURBED AREAS.7.

INSTALL PICNIC TABLES, TREES, AND OTHER REMAINING ITEMS OF CONSTRUCTION.6.

CONSTRUCT ELEVATED PEDESTRIAN SIDEWALK.5.

CONCRETE SIDEWALK.

COMPLETE GRADING AS NECESSARY AND CONSTRUCT PARKING AREAS, DRIVEWAY, AND 4.

ZONE PROTECTION, AND UNDERDRAINS PER PLANS.

COMPLETE FINE GRADING FOR PLAY STRUCTURE AREA, INSTALL PLAY STRUCTURE, FALL 3.

INSTALL RAIN GARDEN AS SPECIFIED ON THE CONSTURCTION PLANS INCLUDING OVERFLOW.2.

OR FILTER SOCK.

SEDIMENT DURING EXCAVATING OPERATIONS. TEMPORARY CONTROLS INCLUDE SILT FENCE

PRIOR TO EXCAVATION, PLACE TEMPORARY EROSION CONTROL FEATURES TO CONTROL 1.

NOT TO SCALE

B

AA

B

FLOW

SECTION B-B

SECTION A-APLAN VIEW

TOP OF BANK

AASHTO #57 ROCK

1'1'

FULL CHANNEL WIDTH (1' MIN.)

M

IN

.5

R-4 RIPRAP

.5

NOTES:

1.

2.

REMOVE ROCK FILTER, AND STABILIZE DISTURBED AREAS.

INSTALLER SHALL REMOVE ACCUMULATED SEDIMENT,

IMMEDIATELY UPON STABILIZATION OF EACH CHANNEL,

HEIGHT OF THE FILTER

ACCUMULATIONS REACH 1/2 THE

SEDIMENT SHALL BE REMOVED WHEN

ROCK FILTER

21.0

12.5

8.5

42.0 TOTAL

FORMULA T:

CEREAL RYE (SECALE CEREALE (FALL)

OATS (AVENA SATIVA) (SPING) 97 85 0.10 6.0

6.0 TOTAL

100 97 85 0.10 6.0

40.0 TOTAL

NURESRY CROPS

CEREAL RYE (SECALE CEREALE (FALL)

OATS (AVENA SATIVA) (SPIING)

PERMANENT SPECIES

SHOWY TICK-TREFOIL (DESMODIUM CANADENSE)

PATRIDGE PEA (CHAMAECRISTA FASCICULATA)

COMMON MILKWEED (ASCLEPIAS SYRIACA)

WHITE AVENS (GEUM CANADENSE)

OX-EYE SUNFLOWER (HELIOPSIS HELIANTHOIDES)

BLACK-EYED SUSAN (RUDBECKIA HIRTA)

ROUNDSEED PANICGRASS (PANICUM SPHAEROCARPUM)

INDIANGRASS

SWITCHGRASS (PANICUM VIRGATUM)

CANADA WILDRYE (ELYMUS CANADENSIS)

LITTLE BLUESTEM (SCHIZACHYRIUM SCOPARIUM)

PURPLE TOP (TRIDENS FLAVUS)

2.5

2.5

0.75

0.25

2.5

1.25

0.625

0.625

1.25

6.25

2.5

0.10

0.10

0.20

0.20

0.20

0.20

0.20

0.20

0.2

0.2

0.06

0.02

0.2

0.32

0.1

0.05

0.05

0.1

0.5

0.2

- RAIN GARDEN

- TEMPORARY SEEDING

- SLOPES 3:1 AND STEEPER

SURFACES, LAWN

- NON-STEEP, HIGHLY MAINTAINED

*SEE SHEET 3 FOR SEEDING MIXTURE

RAIN GARDEN BOTTOM*

T

N

B

31212.20 Y:\Pottsville\31200S\31297.20_Ridge_Road\Eng_Docs\Plans\06_Detail_04.dgn (Default)krichards 03\17\2026 13:48:00

Drawn: Designed: Checked:

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.: Sheet No.:KRR KRR OF 7

570-622-4055

Pottsville, Pennsylvania 17901

400 One Norwegian Plaza

Alfred Benesch & Company reuse, reproduction or modification of this plan or design information, or any part thereof, is strictly prohibited, except by written permission of this firm.

Copyright 2026, of Alfred Benesch & Company. All rights reserved. This plan and design content is the property of Alfred Benesch & Company. Use, 31297.20

Pennsylvania

SITE DEVELOPMENT DRAWING

Borough of Orwigsburg, Schuylkill County

Pennsylvania One Call System Serial Number excavation

10 business days prior to the start of than 3 business days nor more than

Dial 8-1-1 or 1-800-242-1776 not less

20260540897

PHASE 1 RIDGE ROAD PARK

PA DCNR C2P2 GRANT -

BOROUGH OF ORWIGSBURG

JST/NAC

P

E

NSYLVA

N

IA

C O

M

MONWEALTH

O F

REGISTERED

ENGINEER

PE087842

KEVIN R. RICHARDS

PROFESSIONAL

SPACED 5' ON CENTERS

2"X2"X36" WOOD STAKES

FILTER SOCK

24" COMPOST

MIN 10-MIL THICKNESS

PLASTIC SHEETING

NTS

FILTER RING

ON UPSLOPE SIDE OF

SOCK 4' MIN OVERLAP

24" COMPOST FILTER

ON CENTERS

STAKES SPACED 5'

2"X2"X36" WOOD

FILTER RING

WASHOUT WATER INTO

DIRECT CONCRETE

COMPOST SOCK WASHOUT - SECTION VIEW

SOCK MAY BE STACKED ONTO DOUBLE 24" DIAMETER SOCKS IN PYRAMIDAL CONFIGURATION FOR ADDED HEIGHT.

COMPOST SOCKS MAY BE STACKED AND STAKED SO AS TO FORM A TRIANGULAR CROSS SECTION. 18-INCH DIAMETER FILTER

PLASTIC LINERS SHOULD BE REPLACED WITH EACH CLEANING OF THE WASHOUT FACILITY.

ACCUMULATED MATERIALS SHOULD BE REMOVED WHEN THEY REACH 75% CAPACITY.

INSPECT WASHOUT FACILITIES DAILY. DEACTIVATE AND REPAIR OR REPLACE DAMAGE OR LEAKING WASHOUTS IMMEDIATELY.

THE CLEANOUT LEVEL.

WATERTIGHT, AND APPROPRIATELY SIZED. ACCUMULATED MATERIALS MUST BE PROPERLY DISPOSED OF WHEN THEY REACH

THAT THE CONTAINERS ARE INTENDED BY THE MANUFACTURER FOR USE AS CONCRETE WASHOUT BMPS, THAT THEY ARE

PREFABRICATED WASHOUT CONTAINERS MAY BE USED AS A SUITABLE ALTERNATIVE. CARE SHOULD BE TAKEN TO ENSURE

NOTES:

FILTER RING HEIGHT

WATER IS 50% OF

CONCRETE WASHOUT

MAXIMUM DEPTH OF

COMPOST SOCK WASHOUT

MOUNTABLE BERM USED TO PROVIDE PROPER COVER OVER PIPE*

EXISTING GROUND

GEOTEXTILE

NECESSARY

PIPE AS

EARTH FILL

EXISTING ROADWAY

ROADWAY

EXISTING

PROFILE

PLAN VIEW

ROCK CONSTRUCTION ENTRANCE

50' MINIMUM

3'

MIN 8" AASHTO #1

(6" MIN) *

MOUNTABLE BERM

M

IN

M

IN

M

IN

FILTER BAG INLET PROTECTION

NTS

ISOMETRIC VIEW TYPE C INSTALLATION DETAIL

RUBBER BLOCK

2" x 2" x 3/4"

(1/4" NYLON ROPE)

EXPANSION RESTRAINT

RUBBER BLOCK

2" x 2" x 3/4"

(1/4" NYLON ROPE)

EXPANSION RESTRAINT

FROM INLET

REMOVAL

FOR BAG

1" REBAR

INLET GRATE

4'

LENGTH

WI

DTH

OR FILTER TUBE

SANDBAG, FILTER LOG, COMPOST SOCK

TRAFFIC HAZARDS.

6. DO NOT USE ON MAJOR PAVED ROADWAYS WHERE PONDING MAY CAUSE

ACCORDING TO THE PLAN NOTES.

DISPOSE OF ACCUMULATED SEDIMENT AS WELL AS ALL USED BAGS

REPAIRS SHALL BE INITIATED IMMEDIATELY AFTER THE INSPECTION.

BE MAINTAINED ON SITE FOR REPLACEMENT OF BAGS. ALL NEEDED

DAMAGED OR CLOGGED BAGS SHALL BE REPLACED. A SUPPLY SHALL

REDUCED SO AS TO CAUSE FLOODING OR BYPASSING OF THE INLET.

REPLACED WHEN HALF FULL OR WHEN FLOW CAPACITY HAS BEEN

AFTER EACH RUNOFF EVENT. BAGS SHALL BE EMPTIED AND RINSED OR

5. INLET FILTER BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND

40 SIEVE.

SHALL BE CAPABLE OF TRAPPING ALL PARTICLES NOT PASSING A NO.

A MINIMUM TRAPEZOIDALTEAR STRENGTH OF 50 LBS. FILTER BAGS

STRENGTH OF 120 LBS, A MINIMUM BURST STRENGTH OF 200 PSI, AND

4. AT A MINIMUM, THE FABRIC SHALL HAVE A MINIMUM GRAB TENSILE

MAINTAINED UNTIL ROADWAY SURFACE RECEIVES FINAL COAT.

IS PAVED. SIX INCH MINIMUM HEIGHT ASPHALT BERM SHALL BE

STONED. ROAD SUBBASE BERM SHALL BE MAINTAINED UNTIL ROADWAY

3. ROLLED EARTHEN BERM SHALL BE MAINTAINED UNTIL ROADWAY IS

INSTALLATIONS.

SEDIMENT BASIN OR TRAP. BERMS SHALL BE REQUIRED FOR ALL

2. INLET PROTECTION SHALL NOT BE REQUIRED FOR INLET TRIBUTARY TO

1. MAXIMUM DRAINAGE AREA = 1/2 ACRE.

NOTES:

TYPE M/S INSTALLATION DETAIL

31212.20 Y:\Pottsville\31200S\31297.20_Ridge_Road\Eng_Docs\Plans\07_Detail_05.dgn (Default)krichards 03\17\2026 13:48:01

Drawn: Designed: Checked:

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.: Sheet No.:KRR KRR OF 7

570-622-4055

Pottsville, Pennsylvania 17901

400 One Norwegian Plaza

Alfred Benesch & Company reuse, reproduction or modification of this plan or design information, or any part thereof, is strictly prohibited, except by written permission of this firm.

Copyright 2026, of Alfred Benesch & Company. All rights reserved. This plan and design content is the property of Alfred Benesch & Company. Use, 31297.20

Pennsylvania

SITE DEVELOPMENT DRAWING

Borough of Orwigsburg, Schuylkill County

Pennsylvania One Call System Serial Number excavation

10 business days prior to the start of than 3 business days nor more than

Dial 8-1-1 or 1-800-242-1776 not less

20260540897

PHASE 1 RIDGE ROAD PARK

PA DCNR C2P2 GRANT -

BOROUGH OF ORWIGSBURG

JST/NAC

P

E

NSYLVA

N

IA

C O

M

MONWEALTH

O F

REGISTERED

ENGINEER

PE087842

KEVIN R. RICHARDS

PROFESSIONAL