2-2025-09-03-ELACLOVER plans.pdf

PDF 3 MB Posted Sep 3, 2025

Attached to: Clover Road Bridge Replacement
Solicitation number: Not on record
Issued by: Monroe County, Pennsylvania

About this file

Written by GovTribe AI · Sep 4, 2025

These documents are engineering design plans for the Clover Road Bridge Replacement project for the Emerald Lakes Association, located in Tunkhannock Township, Monroe County, Pennsylvania. The project involves replacing an existing bridge over Dry Sawmill Run with a precast concrete box culvert. The design documents, prepared by RKR Hess, a division of UTRS Inc., include detailed site plans, erosion and sediment control plans, construction sequences, and technical specifications. The proposed culvert will be 38.5 feet long with a 21-foot span and 7.5-foot rise, designed to maintain stream flow and minimize environmental impact.

The project is funded through the Emerald Lakes Association and will require extensive environmental controls, including compost filter socks, rock construction entrances, and careful stream bed restoration. The design incorporates PennDOT standards for guiderail installation, road reconstruction, and erosion control. The construction sequence involves road closure, bridge deck removal, stream channel grading, culvert installation, backfilling, and final road surface restoration. The project is designed to comply with Pennsylvania environmental regulations, including Chapter 105 dam safety and encroachment rules, and will require coordination with local conservation districts and the Pennsylvania Fish and Boat Commission.

View the file

Other files

File	Type	Posted
1-App A - Section 1.pdf	PDF	Sep 3, 2025
3-Clover Bridge Rep Bid Package.pdf	PDF	Sep 3, 2025

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

B E

ED SUBMISSION SET SHEET

NO. DRAWING TITLE

SM REVISION NO.

DATE LAST REVISED

C.C.01 COVER SHEET 1

2/5/2025

C.EF.01 EXISTING FEATURES PLAN

2/5/2025

C.S.01 BRIDGE PLAN, STREAM AND ROAD PROFILES

2/5/2025

C.S.01A LARGER CULVERT OPTION A

2/5/2025

C.S.02 SITE PLAN AND ESC PLAN 1

2/5/2025

C.DES.01 ESC NOTES AND DETAILS

C.DES.02 ESC DETAILS

ACT 187 UNDERGROUND UTILTY PROTECTION ACT

RKR HESS, A DIVISION OF UTRS INC. STATES THAT, PURSUANT TO THE PROVISIONS OF ACT NO. 287 OF 1974, AS AMENDED BY ACT 187 OF 1996, OF THE PENNSYLVANIA LEGISLATURE, IT HAS PERFORMED THE FOLLOWING IN PREPARING THESE DRAWINGS REQUIRING EXCAVATION OR DEMOLITION WORK AT SITES WITHIN THE

POLITICAL SUBDIVISION(S) SHOWN ON THE DRAWINGS:

1. PURSUANT TO SECTION 4, CLAUSE (2) OF SAID ACT, RKR HESS, A DIVISION OF UTRS INC.

REQUESTED FROM EACH USER'S OFFICE DESIGNATED ON SUCH LIST PROVIDED BY THE ONE CALL SYSTEM NOTIFICATION, THE INFORMATION PRESCRIBED BY SECTION 2, CLAUSE (4) OF SAID ACT, NO LESS THAN (10) NOR MORE THAN (90) WORKING DAYS BEFORE FINAL DESIGN IS TO BE

COMPLETED.

2. PURSUANT TO SECTION 4, CLAUSE (5) OF SAID ACT, RKR HESS, A DIVISION OF UTRS INC. HAS MET THEIR OBLIGATIONS OF CLAUSE (2) BY CALLING THE ONE CALL SYSTEM SERVING THE LOCATION

WHERE EXCAVATION IS TO BE PERFORMED.

3. PURSUANT TO SECTION 4, CLAUSE (3) OF SAID ACT, RKR HESS, A DIVISION OF UTRS INC. HAS SHOWN UPON THESE DRAWINGS “THE POSITION AND TYPE OF EACH LINE, AS DERIVED PURSUANT TO THE REQUEST MADE AS REQUIRED BY CLAUSE (2), THE SERIAL NUMBER PROVIDED BY THE ONE CALL SYSTEM, THE TOLL-FREE ONE CALL SYSTEM PHONE NUMBER, AND THE NAME OF THE USER, THE USER'S DESIGNATE OFFICE ADDRESS AND PHONE NUMBER AS SHOWN ON THE LIST REFERRED

TO IN SECTION 4, CLAUSE (5) OF SAID ACT.”

AND RKR HESS, A DIVISION OF UTRS INC. DOES NOT MAKE ANY REPRESENTATION, WARRANTY, ASSURANCE OR GUARANTEE THAT THE INFORMATION RECEIVED PURSUANT TO SAID REQUEST AND AS REFLECTED ON THESE DRAWINGS IS CORRECT OR ACCURATE, BUT RKR HESS, A DIVISION OF UTRS INC. IS REFLECTING SAID INFORMATION ON THESE DRAWINGS ONLY DUE TO THE REQUIREMENTS OF THE SAID ACT NO. 187 OF

DECEMBER 19, 1996.

ONE CALL SYSTEM SERIAL NO. NOTIFICATION BY RKR HESS, A DIVISION OF UTRS INC.

1-800-242-1776

I A

ONE CALL SYSTEM

INC

ST OP - CA L L BE FORE YOU D

I G

CALL BEFORE YOU DIG

PENNSYLVANIA LAW REQUIRES

3 WORKING DAYS NOTICE FOR

CONSTRUCTION PHASE AND 10 WORKING

DAYS IN DESIGN STAGE--STOP CALL

PENNSYLVANIA ONE CALL SYSTEM, INC.

1-800-242-1776

DATE: 09-24-2024

ONE CALL SYSTEM SERIAL NUMBER: 20242703533

UTILITY CONTACT INFORMATION AS FOLLOWS (FROM PA ONE CALL TICKET):

COMPANY: PPL ELECTRIC UTILITIES CORPORATION

ADDRESS: 437 BLUE CHURCH RD

PAXINOS, PA. 17860

CONTACT: DOUG HAUPT

EMAIL: DLHAUPT@PPLWEB.COM

PHONE: 570-490-5684

COMPANY: CITY OF BETHLEHEM

ADDRESS: 10 E CHURCH ST

BETHLEHEM, PA. 18018

CONTACT: ROBERT TAYLOR

EMAIL: RTAYLOR@BETHLEHEM-PA.GOV

PHONE: 610-428-0211

COMPANY: PENCOR SERVICES/BLUE RIDGE COMMUNICATION

ADDRESS: 475 DELAWARE AVE

PALMERTON, PA. 18071

CONTACT: JOE BUCCIERI

EMAIL: JBUCCIERI@BRCTV.COM

PHONE: 610-826-9504

CLOVER

ROAD BRIDGE

TOBYHANNA TOWNSHIP

TUNKHANNOCK TOWNSHIP

B Y

Th e

Pr of es si on al

's Se al is in va lid o n an y pl ot th at d oe s no t co nt ai n an im pr es si on o r re d in k se al a nd a n or ig in al in k si gn at ur e.

R_ La yo ut

.d wg

Th is dr aw in g is th e pr op er ty of R

H es s, a d ivi sio n of

S, In c.

A ny re pr od uc tio n, u se or d isc lo su re o f t he d es ig n or d et ail s co nt ain ed h er ei n is pr oh ib ite d wi th ou t t he e xp re ss wr itt en a ut ho riz at io n of R

H es s, a d ivi sio n of

S, In c.

- C ar e sh ou ld b e ta ke n wh en s ca lin g di m en sio ns o ff of th es e pl an s du e to p rin tin g de vic e lim ita tio ns

C iv il E ng in ee rs

E nv iro nm en ta l E ng in ee rs

S ur ve yo rs

N or th

C ou rtl an d S tre et

, E as t S tro ud sb ur g, P a.

Te le ph on e

) 4

-1

0, F ax (5

) 4

-6

W eb sit e:

w w w .rk rh es s.c om

E m ai l:

in fo rk rh es s.c om

A ll r ig ht s r es er ve d

S, A D

S, IN

O F

B E

E W

S, A

S, IN

R’

’S

, A D

S, IN

S, A

S, IN

S, L

S, A

O R

A ug

9, -1

:0 5p m P:

\P A\

M on ro e

Co \T ob yh an na

T wp

\E m er al d Lk s\

Cl ov er R d Br id ge

B ox

C ul ve rt

De s\

En gi ne er in g\

Dr aw in gs

_L ay ou t.d wg

CLOVER ROAD BRIDGE REPLACEMENT

FOR

EMERALD LAKES ASSOCIATION

TUNKHANNOCK TOWNSHIP MONROE COUNTY, PA

ENGINEER:

RKR HESS, A DIVISION OF UTRS INC.

112 N. COURTLAND STREET

EAST STROUDSBURG, PA 18301

TEL. (570) 421-1550

OWNER:

EMERALD LAKES ASSOCIATION

1112 GLADE DRIVE

LONG POND, PA 18334

570-646-2622

D, P A

P M

, P A

/S G

-4

-2

LOCATION MAP

PORTION OF POCONO PINES USGS QUADRANGLE

SCALE: 1"=2000'

, T

O W

S O

O W

M S

D M

C.C.01

GENERAL NOTES:

1. THE CONTRACTOR IS RESPONSIBLE FOR ALL WORK REQUIRED TO BE COMPLETED AS OUTLINED IN THE PROJECT PLANS AND CONTRACT DOCUMENTS. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE DETAILS SHOWN ON THESE PLANS

AND WITH MANUFACTURER'S GUIDELINES.

2. ALL AREAS TO REMAIN VEGETATED SHALL BE FERTILIZED AND SEEDED.

3. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE TO ENSURE THAT CONSTRUCTION VEHICLES DO NOT TRACK SEDIMENT

OUT OF THE CONSTRUCTION AREAS.

4. ALL CONDITIONS DEPICTED WHETHER ABOVE OR BELOW GRADE ARE TO THE BEST OF OUR KNOWLEDGE. SHOULD ANY CONDITION CONTRARY TO THAT DEPICTED ON THE DRAWINGS OR CONTRARY TO ACCEPTED CONSTRUCTION PRACTICES BE ENCOUNTERED DURING THE COURSE OF THE WORK, IT SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ENGINEER. THE CONTRACTOR SHALL CONFIRM ACTUAL FIELD MEASUREMENTS PRIOR TO ORDERING ANY MATERIALS.

5. ALL MATERIALS AND EQUIPMENT SHALL BE CONSTRUCTED, INSTALLED, ERECTED, USED, OR CONNECTED ACCORDING TO THE MANUFACTURER'S SPECIFICATION, ALL APPLICABLE CODES, AS DIRECTED ON THE DRAWINGS, OR ACCORDING TO ACCEPTED ENGINEERING PRACTICE, WHICHEVER IS MORE STRINGENT. ANY DISCREPANCY BETWEEN ANY OF THE ABOVE AND THE WORK AS SHOWN ON THE DRAWINGS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ENGINEER.

6. THE WORK DEPICTED ON THE DRAWINGS IS THE DESIRED FINISHED PRODUCT. THE METHOD OF CONSTRUCTION, IN ACCORDANCE WITH THE DESIGN SPECIFICATIONS, AS WELL AS THE NECESSARY PRECAUTIONS TO BE EMPLOYED DURING

CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR.

7. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH UNDERGROUND UTILITIES/AGENCIES SUCH THAT UNDERGROUND INTERFERENCES ARE LOCATED AND AVOIDED IN ACCORDANCE WITH PA ACT 187 OF 1996. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING THE PENNSYLVANIA ONE CALL SYSTEM (1-800-242-1776) AT LEAST THREE (3) WORKING DAYS

PRIOR TO ANY EXCAVATION.

8. ALL SOIL EROSION & SEDIMENT CONTROL PRACTICES SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF TITLE 25, CHAPTER 102, EROSION CONTROL OF THE EROSION AND SEDIMENT POLLUTION CONTROL PROGRAM MANUAL AS PUBLISHED BY THE DEPARTMENT OF ENVIRONMENTAL PROTECTION. IN ACCORDANCE WITH CURRENT POLICIES AND PRACTICES IN THE COMMONWEALTH OF PENNSYLVANIA TO CONTROL SOIL EROSION AND SEDIMENTATION, THE CONTRACTOR SHALL CONDUCT ALL OPERATIONS IN SUCH A MANNER AS TO MINIMIZE SOIL EROSION AND RETARD SEDIMENT LADEN WATER RUNOFF FROM THE CONSTRUCTION SITE AS REQUIRED TO MINIMIZE TURBIDITY IN "WATERS OF THE

COMMONWEALTH" AT OR BELOW THE PROJECT SITE.

9. THE CONTRACTOR SHALL PROPERLY MAINTAIN THE SITE DURING CONSTRUCTION SUCH THAT INJURIES OR PROPERTY DAMAGE WILL NOT OCCUR. SHOULD ANY VEHICULAR DAMAGE, PROPERTY DAMAGE, INJURY, OR OTHER TYPE OF MISHAP OCCUR DURING CONSTRUCTION DUE TO IMPROPER MAINTENANCE THE CONTRACTOR SHALL MAKE THE NECESSARY REPAIRS AT NO COST TO EMERALD LAKES ASSOCIATION. ALL REPAIRS MUST BE APPROVED BY THE ENGINEER.

10. THE CONTRACTOR SHALL REMOVE ANY WATER WHICH COLLECTS IN THE EXCAVATION DUE TO SURFACE RUNOFF OR SUBSURFACE SOURCES BEFORE PROCEEDING WITH ANY CONSTRUCTION. ALL WATER REMOVED FROM THE EXCAVATION

SHALL BE PASSED THROUGH A FILTER BAG.

11. THE CONTRACTOR SHALL PROVIDE AND PAY FOR ALL MATERIALS, LABOR, TOOLS, EQUIPMENT, WATER, LIGHT, POWER, TRANSPORTATION, SUPERINTENDENCE, TEMPORARY CONSTRUCTION, TEMPORARY PAVEMENT, FINAL PAVEMENT, TESTING OF MATERIALS, ROAD SIGNS, TRAFFIC SIGNALS AND ALL OTHER SERVICES NECESSARY TO COMPLETE THIS PROJECT.

12. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE THE NECESSARY INSURANCE TO PROTECT EMERALD LAKES ASSOCIATION AND THE CONSULTING ENGINEER FROM ALL CLAIMS WHICH MAY ARISE OUT OF THE CONSTRUCTION. THE LIMITS FOR PUBLIC LIABILITY SHALL MEET THE LIMITS IN GENERAL CONDITIONS SECTION 231.c.

ADDITIONAL INSURED:

EMERALD LAKES ASSOCIATION

RKR HESS, A DIVISION OF UTRS, INC.

13. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH EMERALD LAKES ASSOCIATION AND SHALL GIVE A MINIMUM OF SEVEN (7) DAYS NOTICE TO EMERALD LAKES ASSOCIATION AND THE CONSULTING ENGINEER BEFORE PROCEEDING WITH THE WORK. ANY WORK COMPLETED PRIOR TO SUCH NOTIFICATION SHALL NOT BE CONSIDERED ACCEPTABLE.

14. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ADEQUATE SHORING OR BRACING OF ANY EXCAVATION AS REQUIRED BY APPLICABLE FEDERAL AND STATE LAWS, LOCAL ORDINANCES, AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, AS AMENDED. OTHER APPLICABLE FEDERAL AND STATE LAWS AND LOCAL ORDINANCES, THE REGULATIONS OF THE PENNSYLVANIA DEPARTMENT OF LABOR AND INDUSTRY, AND THE SAFETY PROVISIONS OF THE DEPARTMENT OF LABOR AND INDUSTRY MANUAL OF ACCIDENT PREVENTION IN CONSTRUCTION SHALL BE COMPLIED WITH

BY THE CONTRACTOR FOR ALL WORK PERFORMED ON THIS PROJECT.

15. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO EMPLOY TEMPORARY CONVENTIONAL METHODS OF EROSION AND SEDIMENTATION CONTROL AS NECESSARY TO PREVENT UNCONTROLLED SURFACE RUNOFF FROM THE CONSTRUCTION SITE

AND ANY STOCKPILE AREAS.

16. EXCAVATED MATERIAL, CONSTRUCTION MATERIAL (INCLUDING ANY EROSION CONTROL MEASURES) AND ANY OTHER MATERIAL REMAINING AFTER COMPLETION OF SITE RESTORATION SHALL REMAIN THE PROPERTY OF THE CONTRACTOR, REMOVED FROM THE CONSTRUCTION AREA, AND LEGALLY DISPOSED OF IN ACCORDANCE WITH DEP REGULATIONS.

WRITTEN EVIDENCE OF PROPER DISPOSAL SHALL BE PROVIDED BY THE CONTRACTOR TO EMERALD LAKES ASSOCIATION.

17. UPON COMPLETION OF THE PROJECT THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH THREE (3) SETS OF REPRODUCIBLE DRAWINGS LABELED "RECORD DRAWINGS" SHOWING ACTUAL LOCATIONS AND ELEVATIONS OF ALL PIPELINES, CULVERTS AND APPURTENANCES AND THE CONTRACTOR SHALL PROVIDE A NOTARIZED STATEMENT ON THE

PLANS STATING THAT THE IMPROVEMENTS PROVIDED, CONSTRUCTED, AND INSTALLED BY THE CONTRACTOR WERE

COMPLETED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.

18. ALL WORK DEPICTED ON OR INFERRED BY THESE DRAWINGS SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ANY AND

ALL FEDERAL, STATE, AND LOCAL CODES OR REGULATIONS.

19. THE CONTRACTOR SHALL ENSURE THAT ALL CONSTRUCTION VEHICLES SHALL NOT EXCEED POSTED SPEED LIMITS AND

THAT ALL LAWS ARE ADHERED TO.

20. CONTRACTOR SHALL BE FULLY RESPONSIBLE TO MAINTAIN SITE SECURITY DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL INSURE ACCESS IS AVAILABLE TO OWNERS PERSONNEL 24 HOURS PER DAY, 7 DAYS A WEEK.

21. WHENEVER A MATERIAL, ARTICLE OR PIECE OF EQUIPMENT IS IDENTIFIED ON THE CONTRACT DRAWINGS OR IN THE SPECIFICATIONS BY REFERENCE TO MANUFACTURERS' OR VENDORS' NAMES, TRADE NAMES, CATALOGUE NUMBERS, ETC., IT IS INTENDED TO ESTABLISH A STANDARD; A PROPOSED SUBSTITUTION WILL BE CONSIDERED ACCEPTABLE PROVIDED THE MATERIAL, ARTICLE, OR EQUIPMENT SO PROPOSED, PERFORMS EQUIVALENTLY IN THE OPINION OF THE PROFESSIONAL ENGINEER. IT SHALL NOT BE PURCHASED OR INSTALLED BY THE CONTRACTOR WITHOUT THE PROFESSIONAL ENGINEER'S

WRITTEN APPROVAL.

22. ALL REBAR SHALL BE EPOXY COATED, EXCEPT FOR PRE-CAST STRUCTURES.

23. ADEQUATE WARNING & ROAD CLOSED SIGNS AND BARRICADES SHALL BE PLACED AROUND ALL EXCAVATIONS. FLASHING LIGHTS OR ILLUMINATED DEVICES SHALL BE EMPLOYED TO WARN MOTORISTS AND PEDESTRIANS AFTER DARK. A ROAD CLOSURE AND TRAFFIC CONTROL PLAN SHALL BE PROVIDED TO THE OWNER AND CONSULTING ENGINEER FOR APPROVAL

PRIOR TO THE START OF CONSTRUCTION.

24. STRUCTURAL FILL PLACED FOR SUPPORT OF THE PAVEMENT BEHIND THE STRUCTURE ABUTMENTS SHOULD BE PLACED IN ESSENTIALLY HORIZONTAL LIFTS NOT EXCEEDING 8 INCHES IN LOOSE THICKNESS. STRUCTURAL FILL SHOULD EXTEND A LATERAL DISTANCE EQUAL TO THE DEPTH OF THE FILL PLUS 5 FEET BEYOND THE OUTSIDE EDGE OF ANY PAVEMENT. SLOPES STEEPER THAN 10 HORIZONTAL TO 1 VERTICAL (1O H:1 V) SHOULD BE BENCHED VERTICALLY IN 8-INCH INCREMENTS DURING FILL PLACEMENT. IN CONFINED AREAS WHERE MANUALLY-GUIDED COMPACTION EQUIPMENT MUST BE USED, SUCH AS BACKFILL IN SMALL EXCAVATIONS OR AROUND FOUNDATIONS, THE MAXIMUM LOOSE LIFT THICKNESS SHOULD BE

LIMITED TO 6 INCHES.

25. ALL STRUCTURAL FILL THAT WILL SUPPORT PAVEMENTS SHOULD BE COMPACTED TO AT LEAST 96 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED IN THE LABORATORY BY THE ASTM D 1557 TEST OR A MINIMUM OF 85 PERCENT RELATIVE DENSITY, AS DETERMINED BY ASTM D 4253/4254, AS APPROPRIATE. (THE RELATIVE DENSITY METHOD IS MORE APPROPRIATE FOR FREE-DRAINING SOILS, TYPICALLY WITH LESS THAN 5 PERCENT FINER THAN NO. 200 SIEVE, WHICH DO NOT PRODUCE A WELL-DEFINED 'PEAK' FROM ASTMD 1557 TEST. GENERAL SITE GRADING FILL THAT WILL NOT SUPPORT STRUCTURAL LOADS SHOULD BE COMPACTED TO A DEGREE-OF-COMPACTION OF AT LEAST 92 PERCENT OF THE

LABORATORY MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 1557 TEST.

26. PRIOR TO BACKFILLING RETAINING WALLS, ANY SEDIMENT OR DEBRIS THAT MAY HAVE ACCUMULATED AT THE BASE OF THE WALL SHOULD BE REMOVED. THE WALL SHOULD THEN BE BACKFILLED WITH PREDOMINANTLY GRANULAR FREE DRAINING SOIL MATERIALS THAT ARE PLACED AND COMPACTED USING CONTROLLED, THIN-LIFT CONSTRUCTION TECHNIQUES AS PREVIOUSLY DISCUSSED. WALL BACKFILL THAT WILL SUPPORT FOUNDATIONS, APPROACH SLABS, OR PAVEMENTS SHOULD BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 1557 TEST.

27. GUIDERAIL AND ASSOCIATED APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE WITH THE MOST RECENTLY ISSUED

PENNDOT CONSTRUCTION STANDARDS DRAWING RC-51M, BC-734M, AND PUBLICATION 236.

SEAL

STATE OF: PENNSYLVANIA

COUNTY OF:

SUBSCRIBED AND SWORN TO BEFORE ME

THIS DAY OF , 20

NOTARY PUBLIC:

MY COMMISSION EXPIRES ON:

CONTRACTOR: (CORPORATE OFFICER)

DATE:BY:

RECORD DRAWINGS

THE IMPROVEMENTS PROVIDED, CONSTRUCTED AND INSTALLED BY

CONTRACTOR WERE PERFORMED IN ACCORDANCE WITH THE PLAN

SHEETS AND SPECIFICATIONS.

VxB

WxC

OHW

FW FW

LIMIT OFSURVEY

GENERAL NOTES:

1. PROJECT PROPOSES TO REPLACE THE EXISTING BRIDGE OVER DRY SAWMILL RUN WITH A PRECAST

CONCRETE BOX CULVERT.

2. PROPERTY LINES AND ADJOINERS APPROXIMATELY SHOWN BASED ON MONROE COUNTY PARCEL DATA.

3. EXISTING FEATURES AND TOPOGRAPHY SHOWN WITHIN LIMIT OF SURVEY ARE BASED ON A FIELD SURVEYS BY RKR HESS, A DIVISION OF UTRS INC. ON MAY 28TH AND 30TH 2024 AND JUNE 4TH, 2024.

HORIZONTAL DATUM IS NAD83 AND VERTICAL DATUM IS NAVD88.

4. TOPOGRAPHY OUTSIDE THE LIMIT OF SURVEY IS BASED ON AIRBORNE LIGHT DETE TION AND RANGING (LIDAR) FROM PENNSYLVANIA SPATIAL DATA ACCESS (PASDA) WEBSITE. LIDAR SURVEY BASED ON AERIAL PHOTOGRAPHY DATED 04-2008. HORIZONTAL DATUM IS NAD83 AND VERTICAL DATUM IS

NAVD88.

5. SOILS BASED ON SOIL SURVEY DATA BY USDA SOIL CONSERVATION SERVICE FOR MONROE COUNTY, PA.

6. BASED ON THE GEOGRAPHIC REPRESENTATION OF THE FEMA FIRM MAPPING, THIS PROPERTY IS IN

ZONE X (AREAS OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) ON FEMA FIRM MAP NO.

42089C0234E, EFFECTIVE DATE MAY 2, 2013.

7. EXISTING OVERHEAD ELECTRIC LINES ARE PRESENT ALONG THE EAST SIDE OF CLOVER ROAD.

CONTRACTOR TO VERIFY ACTUAL LOCATION OF OVERHEAD LINES.

8. DRY SAWMILL RUN IS DESIGNATED AS HIGH QUALITY, COLD WATER FISHERY, MIGRATORY FISHES

(HQ-CWF, MF) ACCORDING TO PA CODE TITLE 25, CHAPTER 93.

9. THE PROJECT PROPOSES NO DISTURBANCE TO WETLANDS.

OHW

VxB

WxC

LIM

ITOFSURVEY

LIMIT OFSURVEY

LIM

ITOFSURVEY

LIMITOFSURVEY

LIM

IT OFSURVEY

LIM

ITOFSURVE

LIM

ITOFSURVEY

LIMIT OFSURVEY

LIMITOFSURVEY

LIM

ITOFSURVEY

LIM

ITOF SURVEY

LIM

IT OFSURVEY

LIM

IT OF

LIM

ITOFSURVEY

LIM

ITOFSU

LIM

ITOFSURVEY

LIMITOFSURVEY

LIM

VxB

OHW

LIM

LIMITOFSURVEY

LIM

ITOFSURVEY

LIM

10 5 10

GRAPHIC SCALE

(IN FEET)

1 INCH = FT. EXISTING FEATURES PLAN

LOCATION MAP

PORTION OF POCONO PINES, PA USGS QUADRANGLE

SCALE: 1"=2000'

A ug

9, -1

:0 5p m P:

\P A\

M on ro e

Co \T ob yh an na

T wp

\E m er al d Lk s\

Cl ov er R d Br id ge

B ox

C ul ve rt

De s\

En gi ne er in g\

Dr aw in gs

_L ay ou t_ Ex

F ea t.d wg

B Y

Th e

Pr of es si on al

's Se al is in va lid o n an y pl ot th at d oe s no t co nt ai n an im pr es si on o r re d in k se al a nd a n or ig in al in k si gn at ur e.

R_ La yo ut

_E x F ea t.d wg

Th is dr aw in g is th e pr op er ty of R

H es s, a d ivi sio n of

S, In c.

A ny re pr od uc tio n, u se or d isc lo su re o f t he d es ig n or d et ail s co nt ain ed h er ei n is pr oh ib ite d wi th ou t t he e xp re ss wr itt en a ut ho riz at io n of R

H es s, a d ivi sio n of

S, In c.

- C ar e sh ou ld b e ta ke n wh en s ca lin g di m en sio ns o ff of th es e pl an s du e to p rin tin g de vic e lim ita tio ns

C iv il E ng in ee rs

E nv iro nm en ta l E ng in ee rs

S ur ve yo rs

N or th

C ou rtl an d S tre et

, E as t S tro ud sb ur g, P a.

Te le ph on e (5

) 4

-1

0, F ax

) 4

-6

W eb sit e:

w w w

.rk rh es s.c om E m ai l:

in fo rk rh es ig ht s r es er ve d

S, A D

S, IN

O F

B E

E W

S, A

S, IN

R’

’S

, A D

S, IN

S, A

S, IN

S, L

S, A

O R

D, P A

P M

, P A

/S G

-4

-2

C.EF.01

D M

I F

, T

O W

S O

O W

M S

CLOVER

ROAD BRIDGE

TUNKHANNOCK

TOWNSHIPTUNKHANNOCK TOWNSHIP

SOIL

SYMBOL

SOIL DESCRIPTION

SOIL

SLOPE

VxB VOLUSIA CHANNERY SILT LOAM, RUBBLY 0 TO 8%

WxC WURTSBORO EXTREMELY STONY LOAM 8 TO 25%

EXISTING FEATURES PLAN UNDER THE BRIDGE

10 5 10

GRAPHIC SCALE

(IN FEET)

1 INCH = FT.

APPROX. 50 FT FROM TOP

OF BANK ASSUMED

FLOODWAY

APPROX. 50 FT FROM TOP

OF BANK ASSUMED

FLOODWAY

APPROX. 50 FT FROM TOP

OF BANK ASSUMED

FLOODWAY

EXISITNG 100 YEAR WATER

SURFACE ELEVATION

PER HY-8 CALCULATIONS

HY-8 100 YR FLOW DEPTH

APPROXIMATELY 4 FT DEEP

BELOW BRIDGE

PROJECT SURVEY CONTROL

POINT #

NORTHING

341157.7810

340832.0540

341484.8570

EASTING

2617001.8040

2616918.4100

2616876.0170

ELEVATION

1805.57

1826.56

1815.59

DESCRIPTION

MAG. NAIL

OHW

LIMIT OFSURVEY

LIM

IT OFSURVEY

LIMIT OFSURVEY

LIM

IT OFSURVEY

LIM

IT OFSURVE

LIM

ITOFSURVEY

LIMIT OFSURVEY

LIMIT

SURVEY

LIMITOFSURVEY

LIM

ITOFSURVEY

LIM

ITOF SURVEY

LIM

IT OFSURVEY

LIM

ITOFSURVEY

LIM

IT OF

SURVE

LIMIT

OFSURVEY

LIM

IT OF

LIM

ITOFSURVEY

LIM

ITOFSU

LIM

ITOFSURVEY

08.7

90.8

LED

LED LE

LED

LEDLEDLEDLEDLE

LEDLEDLEDLED

LED

OHW

95 18

PROPOSED 100 YEAR WATER SURFACE ELEVATION = 1799.66

PROPOSED 50 YR WATER SURFACE ELEV. = 1798.15

PROPOSED 25 YR WATER SURFACE ELEV. = 1796.95

0+00 0+30

0+60

0+90

1+20

1+50

1+80

2+10

2+40

2+70

3+00

3+30

3+39.96

PROPOSED GRADE

ALONG CENTERLINE

PROPOSED PRECAST CONCRETE BOX CULVERT

WITH BAFFLES PER PENNDOT BD-632M

38.5 FT LONG, 21 FT SPAN, 7.5 FT RISE

(6.5 FT VERTICAL OPENING)

LOWER ROAD PROFILE

TO MINIMIZE FILL

MIN. 12" COMPACTED 2A

BEDDING MATERIAL OR AS

SPECIFIED BY CULVERT

STRUCTURAL ENGINEER

12" STREAM BED MATERIAL

IN BOTTOM OF CULVERT

PVI STA = 0+59.9

PVI ELEV = 1805.4

I S

I E

LP STA: 1+52.11

LP ELEV: 1801.12'

PVI STA: 1+18.11

PVI ELEV: 1800.19'

K: 10.00

LENGTH: 110.00'

: 1

8.9%

2.1%

0+00 0+30 0+60 0+90 1+20 1+50 1+80 2+10 2+402+48.50

PROPOSED 25 YR WATER SURFACE ELEV. = 1796.95

PROPOSED 100 YEAR WATER SURFACE ELEVATION = 1799.66

PROPOSED 50 YR WATER SURFACE ELEV. = 1798.15

PROPOSED HEADWALLS TO BE

±3" ABOVE PROPOSED GRADE

PROPOSED GRADE

(STREAM CHANNEL)

FILL EXISTING SCOUR HOLE WITH

R-6 RIPRAP STREAMED PROTECTION

(MIN. 36' PLACEMENT THICKNESS)

CHOKED ALL VOIDS IN RIPRAP

WITH STREAMBED MATERIAL

2.0%

2.6%

PROPOSED PRECAST

CONCRETE BOX CULVERT

12" STREAM BED MATERIAL

IN BOTTOM OF CULVERT

R-6 RIPRAP STREAMBED PROTECTION

(MIN. 36" PLACEMENT THICKNESS)

CHOKE ALL VOIDS IN RIPRAP WITH

STREAMBED MATERIAL.

INV. 1790.3

INV. 1789.3

BAFFLE ON DOWNSTREAM LIP TO

MAINTAIN 12" CULVERT INFILL.

1+40 1+60 1+80 2+00

PROPOSED PRECAST

CONCRETE BOX CULVERT

PROPOSED ℄ ROAD

0+00 0+20 0+40 0+60 0+80 1+00 1+08.71

PROPOSED

WINGWALL (TYP.)

PROPOSED PRECAST

CONCRETE BOX CULVERT

PROPOSED ℄ ROAD

0+00 0+20 0+40 0+60 0+80 0+90.80

PROPOSED

WINGWALL (TYP.)

PROPOSED PRECAST

CONCRETE BOX CULVERT

PROPOSED ℄ ROAD

0+00 0+50 0+68.91

50 LF 48" CMP @ 5.1%

INV. 1792.5

INV. 1790.0

CONTRACTOR OPTION -

2 TEMPORARY 48" FLUMES

EXISTING GRADE

AT TOP OF BRIDGE

TEMP. COFFERDAM

MIN. TOP ELEV.

6.5 FT ABOVE INVERT

TEMP. COFFERDAM

MIN. TOP ELEV.

4 FT ABOVE INVERT

STREAM CENTERLINE PROFILE

SCALE: (H) 1"=30'

(V) 1"=3'

ROAD PROFILE

SCALE: (H) 1"=30'

(V) 1"=3'

EXISTING CONCRETE

CHANNEL LINER

TO BE REMOVED

TYPE II, TL-3 IMPACT

ATTENUATING DEVICE

TYPE 2-S POST

ANCHORAGE

TYPE II, TL-3 IMPACT

ATTENUATING DEVICE

A ug

9, -1

:0 6p m P:

\P A\

M on ro e

Co \T ob yh an na

T wp

\E m er al d Lk s\

Cl ov er R d Br id ge

B ox

C ul ve rt

De s\

En gi ne er in g\

Dr aw in gs

_L ay ou t.d wg

B Y

Th e

Pr of es si on al

's Se al is in va lid o n an y pl ot th at d oe s no t co nt ai n an im pr es si on o r re d in k se al a nd a n or ig in al in k si gn at ur e.

R_ La yo ut

.d wg

Th is dr aw in g is th e pr op er ty of R

H es s, a d ivi sio n of

S, In c.

A ny re pr od uc tio n, u se or d isc lo su re o f t he d es ig n or d et ail s co nt ain ed h er ei n is pr oh ib ite d wi th ou t t he e xp re ss wr itt en a ut ho riz at io n of R

H es s, a d ivi sio n of

S, In c.

- C ar e sh ou ld b e ta ke n wh en s ca lin g di m en sio ns o ff of th es e pl an s du e to p rin tin g de vic e lim ita tio ns

C iv il E ng in ee rs

E nv iro nm en ta l E ng in ee rs

S ur ve yo rs

N or th

C ou rtl an d S tre et

, E as t S tro ud sb ur g, P a.

ph on e (5

) 4

-1

0, F ax

) 4

-6

W eb sit e:

w w w

.rk rh es s.c om E m ai l:

in fo rk rh es ig ht s r es er ve d

S, A D

S, IN

O F

B E

E W

S, A

S, IN

R’

’S

, A D

S, IN

S, A

S, IN

S, L

S, A

O R

N, S

D, P A

P M

, P A

-4

-2

C.S.01

-2

D M

I F

, T

O W

S O

O W

M S

10 5 10

GRAPHIC SCALE

(IN FEET)

1 INCH = FT.

INSTALL PENNDOT 0M-3 SIGN

AT CORNER OF BRIDGE (TYP.)

DOWNSTREAM PROFILE C-C

SCALE: (H) 1"=20'

(V) 1"=20'

UPSTREAM PROFILE A-A

SCALE: (H) 1"=20'

(V) 1"=20'

ROAD PROFILE B-B

SCALE: (H) 1"=20'

(V) 1"=20'

EXPAND CULVERT MAXIMUM

12 FT ALLOWED FOR GP-11

PERMIT.

R-6 RIPRAP STREAM

PROTECTION

HORIZ SCALE

1"= 30"

HORIZ SCALE

1"= 30"

TEMPORARY PIPE - SOUTH PROFILE

SCALE: (H) 1"=50'

(V) 1"=5'

MATCH EXISTING GRADE

BEFORE WETLANDS

MATCH EXISTING GRADE

BEFORE WETLANDS

PROPOSED 100

YEAR WATER

SURFACE

ELEV = 1799.7

PROPOSED 50 YR WATER

SURFACE ELEV. = 1798.2

PROPOSED 25 YEAR WATER

SURFACE ELEVATION = 1797.0

APPROX. 50 FT FROM

TOP OF BANK

ASSUMED FLOODWAY

APPROX. 50 FT FROM TOP

OF BANK ASSUMED

FLOODWAY

APPROX. 50 FT FROM TOP

OF BANK ASSUMED

FLOODWAY

EXISTING 100 YEAR

WATER SURFACE

EXISTING 100 YEAR WATER

SURFACE ELEVATION PER HY-8

CALCULATIONS

TYPE 2-S POST

ANCHORAGE

PROPOSED TYPE 31 STRONG POST

GUIDERAIL WITH LONG SPAN ACROSS

CULVERTS 25'-0" SPAN MINIMUM

LENGTHS PER PENN DOT RC-51M (175'

BETWEEN END TREATMENTS). INSTALL

LEFT AND RIGHT CLEARANCE MARKERS.

PROPOSED TYPE 31 STRONG POST

GUIDERAIL WITH LONG SPAN ACROSS

CULVERTS 25'-0" SPAN MINIMUM

LENGTHS PER PENN DOT RC-51M (175'

BETWEEN END TREATMENTS). INSTALL

LEFT AND RIGHT CLEARANCE MARKERS.

EXISTING 100 YEAR

WATER SURFACE

EXISTING 50 YEAR

WATER SURFACE

EXISTING 50 YEAR

WATER SURFACE

EXISTING 100 YEAR WATER

SURFACE ELEVATION PER HY-8

CALCULATIONS

R-6 RIPRAP STREAM

PROTECTION

EX GUIDERAIL TO BE

REMOVED (TYP.)

REMOVE EX. SPEED HUMP

SIGN. RE-INSTALL AFTER

GRADING COMPLETE.

OHW

LIMIT OFSURVEY

LIM

ITOFSURVEY

LIMIT OFSURVEY

LIM

IT OFSURVEY

LIM

ITOFSURVE

LIM

IT OFSURVEY

LIMIT OFSURVEY

LIMIT

SURVEY

LIMITOFSURVEY

LIM

ITOFSURVEY

LIM

ITOFSURVEY

LIM

ITOFSURVEY

LIM

IT OFSURVEY

LIM

LIMIT

LIM

IT OF

LIM

ITOFSURVEY

LIM

ITOFSU

LIM

ITOFSURVEY

VxB

08.7

90.8

LED

LED LE

LED

LEDLEDLED

LED

OHW

PROPOSED GRADE

ALONG CENTERLINE

PROPOSED PRECAST CONCRETE BOX CULVERT

WITH BAFFLES PER PENNDOT BD-632M

29 FT LONG, 21 FT SPAN, 9 FT RISE

(8 FT VERTICAL OPENING)

LOWER ROAD PROFILE

TO MINIMIZE FILL

PROPOSED 100 YEAR WATER SURFACE ELEVATION = 1799.21

PROPOSED 50 YR WATER SURFACE ELEV. = 1798.15

PROPOSED 25 YR WATER SURFACE ELEV. = 1796.95

0+00 0+30

0+60

0+90

1+20

1+50

1+80

2+10

2+40

2+70

3+00

3+30

3+40

8.4%

2.1%

I S

I E

I S

I E

8.4%

2.1%

LP STA: 1+52.40

LP ELEV: 1801.13'

PVI STA: 1+20.90

PVI ELEV: 1800.24'

K: 10.00

LENGTH: 104.99'

: 1

MIN. 12" COMPACTED 2A

BEDDING MATERIAL OR AS

SPECIFIED BY CULVERT

STRUCTURAL ENGINEER

12" STREAM BED MATERIAL

IN BOTTOM OF CULVERT

PROPOSED 25 YR WATER SURFACE ELEV. = 1796.95

PROPOSED 50 YR WATER SURFACE ELEV. = 1797.97

PROPOSED GRADE

(STREAM CHANNEL)

BAFFLE ON DOWNSTREAM LIP TO

MAINTAIN 12" CULVERT INFILL

PROPOSED 100 YEAR WATER SURFACE ELEVATION = 1799.21

INV. 1789.5

FILL EXISTING SCOUR HOLE WITH

R-6 RIPRAP STREAMED PROTECTION

(MIN. 36' PLACEMENT THICKNESS)

CHOKED ALL VOIDS IN RIPRAP

WITH STREAMBED MATERIAL

79.8%

2.0%

2.7%

PROPOSED PRECAST

CONCRETE BOX CULVERT

INV. 1790.3

12" STREAM BED MATERIAL

IN BOTTOM OF CULVERT

R-6 RIPRAP STREAMBED PROTECTION

(MIN. 36" PLACEMENT THICKNESS)

CHOKE ALL VOIDS IN RIPRAP WITH

STREAMBED MATERIAL.

PROPOSED HEADWALLS TO BE

±3" ABOVE PROPOSED GRADE

1+40 1+60 1+80 2+00

PROPOSED ℄ ROAD

PROPOSED PRECAST

CONCRETE BOX CULVERT

0+00 0+20 0+40 0+60 0+80 1+00 1+08.71

PROPOSED WINGWALL (TYP.)

PROPOSED PRECAST

CONCRETE BOX CULVERT

PROPOSED ℄ ROAD

0+00 0+20 0+40 0+60 0+80 0+90.80

PROPOSED

WINGWALL (TYP.)

PROPOSED PRECAST

CONCRETE BOX CULVERT

PROPOSED ℄ ROAD

STREAM CENTERLINE PROFILE

SCALE: (H) 1"=30'

(V) 1"=3'

ROAD PROFILE

SCALE: (H) 1"=30'

(V) 1"=3'

TYPE II, TL-3 IMPACT

ATTENUATING DEVICE

TYPE 2-S POST

ANCHORAGE

TYPE 2-S POST

ANCHORAGE

PROPOSED TYPE 31 STRONG POST

GUIDERAIL WITH LONG SPAN ACROSS

CULVERTS 25'-0" SPAN MINIMUM

LENGTHS PER PENN DOT RC-51M (175'

BETWEEN END TREATMENTS). INSTALL

LEFT AND RIGHT CLEARANCE MARKERS.

TYPE II, TL-3 IMPACT

ATTENUATING DEVICE

A ug

9, -1

:0 6p m P:

\P A\

M on ro e

Co \T ob yh an na

T wp

\E m er al d Lk s\

Cl ov er R d Br id ge

B ox

C ul ve rt

De s\

En gi ne er in g\

Dr aw in gs

_L ay ou t -ft.

dw g

B Y

Th e

Pr of es si on al

's Se al is in va lid o n an y pl ot th at d oe s no t co nt ai n an im pr es si on o r re d in k se al a nd a n or ig in al in k si gn at ur e.

R_ La yo ut

9f t.d wg

Th is dr aw in g is th e pr op er ty of R

H es s, a d ivi sio n of

S, In c.

A ny re pr od uc tio n, u se or d isc lo su re o f t he d es ig n or d et ail s co nt ain ed h er ei n is pr oh ib ite d wi th ou t t he e xp re ss wr itt en a ut ho riz at io n of R

H es s, a d ivi sio n of

S, In c.

- C ar e sh ou ld b e ta ke n wh en s ca lin g di m en sio ns o ff of th es e pl an s du e to p rin tin g de vic e lim ita tio ns

C iv il E ng in ee rs

E nv iro nm en ta l E ng in ee rs

S ur ve yo rs

N or th

C ou rtl an d S tre et

, E as t S tro ud sb ur g, P a.

ph on e (5

) 4

-1

0, F ax

) 4

-6

W eb sit e:

w w w

.rk rh es s.c om E m ai l:

in fo rk rh es ig ht s r es er ve d

S, A D

S, IN

O F

B E

E W

S, A

S, IN

R’

’S

, A D

S, IN

S, A

S, IN

S, L

S, A

O R

D, P A

P M

, P A

-4

-2

C.S.01A

-2

D M

I F

, T

O W

S O

O W

M S

10 5 10

GRAPHIC SCALE

(IN FEET)

1 INCH = FT.

INSTALL PENNDOT 0M-3 SIGN

AT CORNER OF BRIDGE (TYP.)

DOWNSTREAM PROFILE C-C

SCALE: (H) 1"=20'

(V) 1"=20'

UPSTREAM PROFILE A-A

SCALE: (H) 1"=20'

(V) 1"=20'

ROAD PROFILE B-B

SCALE: (H) 1"=20'

(V) 1"=20'

R-6 RIPRAP STREAMBED

PROTECTION

HORIZ SCALE

1"= 30"

HORIZ SCALE

1"= 30"

EXISTING 100 YEAR

WATER SURFACE

ELEV = 1802.0

PROPOSED 100 YEAR WATER

SURFACE ELEVATION = 1799.2

PROPOSED 25 YEAR WATER

SURFACE ELEVATION = 1797.0

MATCH EXISTING GRADE

BEFORE WETLANDS.

PROTECT WETLANDS WITH

ORANGE CONSTRUCTION

FENCE

MATCH EXISTING GRADE

BEFORE WETLANDS

APPROX. 50 FT FROM TOP

OF BANK ASSUMED

FLOODWAY

APPROX. 50 FT FROM TOP

OF BANK ASSUMED

FLOODWAY

APPROX. 50 FT FROM TOP

OF BANK ASSUMED

FLOODWAY

PROPOSED 50 YEAR WATER

SURFACE ELEVATION = 1798.0

PROPOSED TYPE 31 STRONG POST

GUIDERAIL WITH LONG SPAN ACROSS

CULVERTS 25'-0" SPAN MINIMUM

LENGTHS PER PENN DOT RC-51M (175'

BETWEEN END TREATMENTS). INSTALL

LEFT AND RIGHT CLEARANCE MARKERS.

EX GUIDERAIL TO BE

REMOVED (TYP.)

REMOVE EX. SPEED HUMP

SIGN. RE-INSTALL AFTER

GRADING COMPLETE.

R-6 RIPRAP STREAMBED

PROTECTION

GENERAL NOTES:

1. PROJECT PROPOSES TO REPLACE THE EXISTING BRIDGE OVER DRY SAWMILL RUN WITH A PRECAST

CONCRETE BOX CULVERT.

2. PROPERTY LINES AND ADJOINERS APPROXIMATELY SHOWN BASED ON MONROE COUNTY PARCEL DATA.

3. EXISTING FEATURES AND TOPOGRAPHY SHOWN WITHIN LIMIT OF SURVEY ARE BASED ON A FIELD SURVEYS BY RKR HESS, A DIVISION OF UTRS INC. ON MAY 28TH AND 30TH 2024 AND JUNE 4TH, 2024.

HORIZONTAL DATUM IS NAD83 AND VERTICAL DATUM IS NAVD88.

NAVD88.

5. SOILS BASED ON SOIL SURVEY DATA BY USDA SOIL CONSERVATION SERVICE FOR MONROE COUNTY, PA.

6. BASED ON THE GEOGRAPHIC REPRESENTATION OF THE FEMA FIRM MAPPING, THIS PROPERTY IS IN

ZONE X (AREAS OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) ON FEMA FIRM MAP NO.

42089C0234E, EFFECTIVE DATE MAY 2, 2013.

7. EXISTING OVERHEAD ELECTRIC LINES ARE PRESENT ALONG THE EAST SIDE OF CLOVER ROAD.

CONTRACTOR TO VERIFY ACTUAL LOCATION OF OVERHEAD LINES.

8. DRY SAWMILL RUN IS DESIGNATED AS HIGH QUALITY, COLD WATER FISHERY, MIGRATORY FISHES

(HQ-CWF, MF) ACCORDING TO PA CODE TITLE 25, CHAPTER 93.

9. THE PROJECT PROPOSES NO DISTURBANCE TO WETLANDS.

ESC PLAN NOTES:

1. THE SITE MAY ONLY BE ACCESSED FROM THE ROCK CONSTRUCTION ENTRANCES WHERE SHOWN.

2. EROSION CONTROL BLANKETS ARE REQUIRED ON ALL DISTURBED AREAS THAT WILL NOT BE

PAVED. MATTING SHALL BE DS75 WITH STAPLE PATTERN D (BY NORTH AMERICAN GREEN) OR

ENGINEER APPROVED EQUAL.

3. AREA OUTSIDE THE LIMIT OF DISTURBANCE SHALL BOT BE DISTURBED DURING CONSTRUCTION.

THE LIMIT OF DISTURBANCE IS APPROXIMATELY 0.5 ACRES.

OHW

VxB

WxC

LIM

ITOFSURVEY

LIMIT OFSURVEY

LIM

ITOFSURVEY

LIMITOFSURVEY

LIM

IT OFSURVEY

LIM

IT OFSURVE

LIM

ITOFSURVEY

LIMIT OFSURVEY

LIM

ITOFSURVEY

LIMIT OFSURVEY

LIMITOFSURVEY

LIM

ITOFSURVEY

LIM

ITOF SURVEY

LIM

IT OFSURVEY

LIM

IT OFSURVEY

LIM

IT OF

LIM

ITOFSURVEY

LIM

ITOFSU

LIM

ITOFSURVEY

48.5

LED

LED LE

LED

LEDLEDLEDLED

LED

LEDLEDLEDLEDLE

LEDLEDLEDLED

LED

LEDLEDLEDLED

LED

CWO

OHW

95 18

VxB

WxC

OHW

FW FW

LIMIT OFSURVEY

PROPOSED MAJOR CONTOUR

PROPOSED PAVED ROAD

PROPOSED SIGN

TEMPORARY COFFERDAM

LIMIT OF EARTH DISTURBANCE

ROCK CONSTRUCTION ENTRANCE

ESC MATTING

12" COMPOST FILTER SOCK

TEMPORARY PUMP WITH FILTER BAG

TEMPORARY PUMP WITH DISSIPATER

TEMPORARY CONCRETE WASHOUT LOCATION

TEMPORARY STOCK PILE

PROPOSED LEGEND

12 12 12

CWO

LED LED LED LED

F P

10 5 10

GRAPHIC SCALE

(IN FEET)

1 INCH = FT.

PROFESSION ENGINEER CERTIFICATION

I______________________________, DO HEREBY CERTIFY PURSUANT

TO THE PENALTIES OF 18 Pa. C.S.A. SEC.4904 T0 THE BEST OF MY

KNOWLEDGE, INFORMATION, AND BELIEF, THAT THE THE INFORMATION

CONTAINED IN THE ACCOMPANYING PLANS, SPECIFICATIONS, AND

REPORTS, HAS BEEN PREPARED IN ACCORDANCE WITH ACCEPTED

ENGINEERING PRACTICE, IS TRUE AND CORRECT, AND IS IN

CONFORMANCE WITH CHAPTER 105 OF THE RULES AND REGULATIONS OF

THE DEPARTMENT OF ENVIRONMENTAL PROTECTION."

A ug

9, -1

:0 6p m P:

\P A\

M on ro e

Co \T ob yh an na

T wp

\E m er al d Lk s\

Cl ov er R d Br id ge

B ox

C ul ve rt

De s\

En gi ne er in g\

Dr aw in gs

_L ay ou t.d wg

B Y

Th e

Pr of es si on al

's Se al is in va lid o n an y pl ot th at d oe s no t co nt ai n an im pr es si on o r re d in k se al a nd a n or ig in al in k si gn at ur e.

R_ La yo ut

.d wg

Th is dr aw in g is th e pr op er ty of R

H es s, a d ivi sio n of

S, In c.

A ny re pr od uc tio n, u se or d isc lo su re o f t he d es ig n or d et ail s co nt ain ed h er ei n is pr oh ib ite d wi th ou t t he e xp re ss wr itt en a ut ho riz at io n of R

H es s, a d ivi sio n of

S, In c.

- C ar e sh ou ld b e ta ke n wh en s ca lin g di m en sio ns o ff of th es e pl an s du e to p rin tin g de vic e lim ita tio ns

C iv il E ng in ee rs

E nv iro nm en ta l E ng in ee rs

S ur ve yo rs

N or th

C ou rtl an d S tre et

, E as t S tro ud sb ur g, P a.

ph on e (5

) 4

-1

0, F ax

) 4

-6

W eb sit e:

w w w

.rk rh es s.c om E m ai l:

in fo rk rh es ig ht s r es er ve d

S, A D

S, IN

O F

B E

E W

S, A

S, IN

R’

’S

, A D

S, IN

S, A

S, IN

S, L

S, A

O R

D, P A

/S G

-4

-2

C.S.02

-2

D M

I F

, T

O W

S O

O W

M S

SOIL

SYMBOL

SOIL DESCRIPTION

SOIL

SLOPE

VxB VOLUSIA CHANNERY SILT LOAM, RUBBLY 0 TO 8%

WxC WURTSBORO EXTREMELY STONY LOAM 8 TO 25%

OPTION - 2 TEMPORARY 48" FLUME

PIPES FOR 2 YEAR STORM.

COFFERDAM TO EXTEND 6 FT

ABOVE THE INVERT OF THE PIPE

MATCH EXISTING GRADE

BEFORE WETLANDS

FILL EXISTING SCOUR HOLE

WITH R-6 RIP RAP CHOKED

WITH STREAMBED

MATERIAL

DEWATERING

OPTION

COFFERDAM OPTION 1 FOR

PUMPED WATER BYPASS.

PUMPED WATER

FILTER BAG ON STABLE

GRASS SURFACE

PUMPED WATER R-7 ENERGY

DISSIPATER PAST HGIH POINT

OF STREAM AND WITHIN GP-11

50 FT STREAM IMPACT LIMIT

LED MAXIMUM 50 FT ON

EITHER SIDE OF EXISTING

BRIDGE PER GP-11

PERMITTING REQUIREMENTS

ORANGE CONSTRUCTION

FENCE, FLAGGING OR OTHER

MEANS OF PREVENTING

IMPACT TO WETLANDS

ORANGE CONSTRUCTION

FENCE,FLAGGING OR OTHER

MEANS OF PREVENTING

IMPACT TO WETLANDS

ORANGE CONSTRUCTION FENCE,

FLAGGING OR OTHER MEANS OF

PREVENTING IMPACT TO

WETLANDS AND ORDINARY HIGH

WATER MARK

PROVIDE COFFERDAMS AS

NEEDED FOR WINGWALL

INSTALLATION.

PROVIDE CONCRETE

WASHOUT

STOCKPILE AREA

WITH 12"

COMPOST FILTER

SOCK AS NEEDED

STAGING AREA WITHIN THE LED

SHOWN. STABILIZE STAGING AREA

WITH 6" OF STONE AS NEEDED.

RESTORE TO MEADOW AFTER

CONSTRUCTION. SEE DETAIL SHEET

C.DES.01. MINIMIZE WORK WITHIN

50 FT ASSUMED FLOODWAY

APPROX. 50 FT FROM TOP

OF BANK ASSUMED

FLOODWAY

100 FLOW DEPTH APPROX. 4

FT DEEP BELOW BRIDGE PER

HY-8 STREAM TAILWATER

CALCULATIONS

PROPOSED GUIDERAIL (TYP.)

EXISTING BRIDGE (TO BE

REMOVED)

EROSION AND SEDIMENT CONTROL NOTES:

1. ALL EARTH DISTURBANCES, INCLUDING CLEARING AND GRUBBING AS WELL AS CUTS AND FILLS SHALL BE DONE IN ACCORDANCE WITH THE APPROVED E&S PLAN. A COPY OF THE APPROVED DRAWINGS (STAMPED, SIGNED AND DATED BY THE REVIEWING AGENCY) MUST BE AVAILABLE AT THE PROJECT SITE AT ALL TIMES. THE REVIEWING AGENCY SHALL BE NOTIFIED OF ANY CHANGES TO THE APPROVED PLAN PRIOR TO IMPLEMENTATION OF THOSE CHANGES. THE REVIEWING AGENCY MAY REQUIRE A WRITTEN SUBMITTAL OF THOSE CHANGES FOR REVIEW

AND APPROVAL AT ITS DISCRETION.

2. AT LEAST 7 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, INCLUDING CLEARING AND GRUBBING, THE OWNER AND/OR OPERATOR SHALL INVITE ALL CONTRACTORS, THE LANDOWNER, APPROPRIATE MUNICIPAL OFFICIALS, PLAN PREPARER, AND A REPRESENTATIVE FROM THE LOCAL CONSERVATION DISTRICT TO AN ON-SITE PRE-CONSTRUCTION MEETING.

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

4. ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE SEQUENCE PROVIDED ON THE PLAN DRAWINGS. DEVIATION FROM THAT SEQUENCE MUST BE APPROVED IN WRITING FROM THE LOCAL CONSERVATION DISTRICT OR BY THE DEPARTMENT PRIOR TO

IMPLEMENTATION.

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

OBJECTIONABLE MATERIAL.

6. CLEARING, GRUBBING, AND TOPSOIL STRIPPING SHALL BE LIMITED TO THOSE AREAS DESCRIBED IN EACH STAGE OF THE CONSTRUCTION SEQUENCE. GENERAL SITE CLEARING, GRUBBING AND TOPSOIL STRIPPING MAY NOT COMMENCE IN ANY STAGE OR PHASE OF THE PROJECT UNTIL THE E&S BMPS SPECIFIED BY THE BMP SEQUENCE FOR THAT STAGE OR PHASE HAVE BEEN INSTALLED AND ARE FUNCTIONING AS

DESCRIBED IN THIS E&S PLAN.

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

8. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED AT THE LOCATION(S) SHOWN ON THE PLAN MAPS(S) IN THE AMOUNT NECESSARY TO COMPLETE THE FINISH GRADING OF ALL EXPOSED AREAS THAT ARE TO BE STABILIZED BY VEGETATION. EACH STOCKPILE SHALL BE PROTECTED IN THE MANNER SHOWN ON THE PLAN DRAWINGS. STOCKPILE HEIGHTS SHALL NOT EXCEED 35 FEET.

STOCKPILE SLOPES SHALL BE 2H:1V OR FLATTER.

9. IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE OPERATOR SHALL IMPLEMENT APPROPRIATE BEST MANAGEMENT PRACTICES TO MINIMIZE THE POTENTIAL FOR EROSION AND SEDIMENT POLLUTION AND NOTIFY THE LOCAL CONSERVATION DISTRICT AND/OR THE REGIONAL OFFICE OF THE DEPARTMENT.

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

11. ALL OFF-SITE WASTE AND BORROW AREAS MUST HAVE AN E&S PLAN APPROVED BY THE LOCAL CONSERVATION DISTRICT OR THE

DEPARTMENT FULLY IMPLEMENTED PRIOR TO BEING ACTIVATED.

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

FILL DUE TO ANALYTICAL TESTING.

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

UNDISTURBED VEGETATED AREAS.

14. VEHICLES AND EQUIPMENT MAY ONLY ENTER CONSTRUCTION SITE THROUGH DESIGNATED CONSTRUCTION ENTRANCE(S).

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

INSTALLED WILL BE REQUIRED.

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

17. SEDIMENT TRACKED ONTO ANY PUBLIC ROADWAY OR SIDEWALK SHALL BE RETURNED TO THE CONSTRUCTION SITE BY THE END OF EACH WORK DAY AND DISPOSED IN THE MANNER DESCRIBED IN THIS PLAN. IN NO CASE SHALL THE SEDIMENT BE WASHED, SHOVELED, OR SWEPT

INTO ANY ROADSIDE DITCH, STORM SEWER, OR SURFACE WATER.

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

19. AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 3 TO 5 INCHES -- 6 TO 12 INCHES ON COMPACTED SOILS -- PRIOR TO PLACEMENT OF TOPSOIL. AREAS TO BE VEGETATED SHALL HAVE A MINIMUM 4 INCHES OF TOPSOIL IN PLACE PRIOR TO SEEDING

AND MULCHING. FILL OUTSLOPES SHALL HAVE A MINIMUM OF 2 INCHES OF TOPSOIL.

20. ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, SUBSIDENCE OR OTHER RELATED PROBLEMS.

FILL INTENDED TO SUPPORT BUILDINGS, STRUCTURES AND CONDUITS, ETC. SHALL BE COMPACTED IN ACCORDANCE WITH LOCAL

REQUIREMENTS OR CODES.

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

22. FILL MATERIALS SHALL BE FREE OF FROZEN PARTICLES, BRUSH, ROOTS, SOD, OR OTHER FOREIGN, ORGANIC OR OBJECTIONABLE MATERIALS

THAT WOULD INTERFERE WITH OR PREVENT CONSTRUCTION OF SATISFACTORY FILLS.

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

24. FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES.

25. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN ACCORDANCE WITH THE STANDARD AND SPECIFICATION

FOR SUBSURFACE DRAIN OR OTHER APPROVED METHOD.

26. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY UPON REACHING FINISHED GRADE. CUT SLOPES IN COMPETENT BEDROCK AND ROCK FILLS NEED NOT BE VEGETATED. SEEDED AREAS WITHIN 50 FEET OF A SURFACE WATER, OR AS OTHERWISE SHOWN ON

THE PLAN DRAWINGS, SHALL BE BLANKETED ACCORDING TO THE STANDARDS OF THIS PLAN.

27. IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE IN ANY AREA OR SUBAREA OF THE PROJECT, THE OPERATOR SHALL STABILIZE ALL DISTURBED AREAS. DURING NON-GERMINATING MONTHS, MULCH OR PROTECTIVE BLANKETING SHALL BE APPLIED AS DESCRIBED IN THE PLAN. AREAS NOT AT FINISHED GRADE, WHICH WILL BE REACTIVATED WITHIN 1 YEAR, MAY BE STABILIZED IN ACCORDANCE WITH THE TEMPORARY STABILIZATION SPECIFICATIONS. THOSE AREAS WHICH WILL NOT BE REACTIVATED WITHIN 1 YEAR SHALL BE STABILIZED IN

ACCORDANCE WITH THE PERMANENT STABILIZATION SPECIFICATIONS.

28. PERMANENT STABILIZATION IS DEFINED AS A MINIMUM UNIFORM, PERENNIAL 70% VEGETATIVE COVER OR OTHER PERMANENT NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST ACCELERATED EROSION. CUT AND FILL SLOPES SHALL BE CAPABLE OF

RESISTING FAILURE DUE TO SLUMPING, SLIDING, OR OTHER MOVEMENTS.

29. E&S BMPS SHALL REMAIN FUNCTIONAL AS SUCH UNTIL ALL AREAS TRIBUTARY TO THEM ARE PERMANENTLY STABILIZED OR UNTIL THEY ARE REPLACED BY ANOTHER BMP APPROVED BY THE LOCAL CONSERVATION DISTRICT OR THE DEPARTMENT.

30. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, THE OWNER AND/OR OPERATOR SHALL CONTACT THE LOCAL CONSERVATION DISTRICT FOR AN INSPECTION PRIOR TO REMOVAL/CONVERSION OF THE E&S BMPS.

31. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AND SEDIMENT BMPS MUST BE REMOVED OR CONVERTED TO PERMANENT POST CONSTRUCTION STORMWATER MANAGEMENT BMPS. AREAS DISTURBED DURING REMOVAL OR CONVERSION OF THE BMPS SHALL BE STABILIZED IMMEDIATELY. IN ORDER TO ENSURE RAPID REVEGETATION OF DISTURBED AREAS, SUCH REMOVAL/CONVERSIONS ARE

TO BE DONE ONLY DURING THE GERMINATING SEASON.

32. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, THE OWNER AND/OR OPERATOR SHALL CONTACT THE LOCAL CONSERVATION DISTRICT TO SCHEDULE A FINAL INSPECTION.

33. FAILURE TO CORRECTLY INSTALL E&S BMPS, FAILURE TO PREVENT SEDIMENT-LADEN RUNOFF FROM LEAVING THE CONSTRUCTION SITE, OR FAILURE TO TAKE IMMEDIATE CORRECTIVE ACTION TO RESOLVE FAILURE OF E&S BMPS MAY RESULT IN ADMINISTRATIVE, CIVIL, AND/OR CRIMINAL PENALTIES BEING INSTITUTED BY THE DEPARTMENT AS DEFINED IN SECTION 602 OF THE PENNSYLVANIA CLEAN STREAMS LAW. THE CLEAN STREAMS LAW PROVIDES FOR UP TO $10,000 PER DAY IN CIVIL PENALTIES, UP TO $10,000 IN SUMMARY CRIMINAL PENALTIES, AND UP

TO $25,000 IN MISDEMEANOR CRIMINAL PENALTIES FOR EACH VIOLATION.

34. IF THE SITE WILL NEED TO IMPORT OR EXPORT MATERIAL FROM THE SITE, THE RESPONSIBILITY FOR PERFORMING…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Sep 4, 2025.