Rebid Construction Drawings.pdf

PREPARED AND APPROVED BY

PROFESSIONAL ENGINEERS LICENSE NO.

DATE SIGNED

EXPIRATION DATE:

NYS CERTIFICATE # 0021642, 0020588, 0019903, 0019905, 0020336

JEFFREY J. REED, P.E.

NEW YORK STATE 09/15/26

083980 05/31/2027

Sheet Number

Project Number

PROJECT

LOCATION

G001

245.005.021

SEPTEMBER 2026

CITY OF ROME

ENVIRONMENTAL RESTORATION PROGRAM

701 LAWRENCE STREET

INTERSECTION OF LAWRENCE AND MARTIN STREETS

MARTIN STREET, CITY OF ROME

ONEIDA COUNTY, STATE OF NEW YORK

PROJECT LOCATION MAP

SCALE: 1" = 2,000'

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AS SHOWN

NOTES

1. HORIZONTAL DATUM IS BASED UPON THE NEW YORK STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, NORTH AMERICAN DATUM OF 1983 (NAD83).

2. VERTICAL DATUM IS BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

3. TOPOGRAPHIC SURVEY INCLUDING CONTOUR ELEVATION, DATED 2009. PROPERTY BOUNDARY INFORMATION, DATED DECEMBER 15, 2016, REVISED DECEMBER 21, 2016, PREPARED BY SUSAN M. ANACKER, L.S. LIC # 50321.

4. THE CONTRACTOR SHALL FURNISH ALL LABOR, FACILITIES, POWER AND INCIDENTALS NECESSARY TO FULLY COMPLETE THE WORK AS SHOWN, AS SPECIFIED AND AS DIRECTED BY B&L. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ALL WORK DESCRIBED IN THE CONTRACT DOCUMENTS, INCLUDING ITEMS NOT

SPECIFICALLY IDENTIFIED, AS REQUIRED TO COMPLETE THE WORK.

7. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND REGULATIONS, AND THE CONTRACTOR'S APPROVED SUBMITTALS. IF ANY LAW, REGULATION AND/OR CONTRACT DOCUMENTS HAVE CONTRADICTING REQUIREMENTS, THEN THE MOST STRINGENT REQUIREMENT SHALL APPLY AS DETERMINED BY B&L. LOCAL LAWS SHALL INCLUDE ANY CITY OR OTHER LOCAL REGULATORY AUTHORITY

HAVING JURISDICTION.

8. THE CONTRACTOR IS RESTRICTED FROM PERFORMING ANY OPERATIONS OUTSIDE THE DEFINED CONTRACT

LIMITS UNLESS OTHERWISE APPROVED BY B&L AND THE CITY OF ROME.

9. THE CONTRACTOR SHALL IDENTIFY, APPLY FOR AND OBTAIN, PAY ALL FEES FOR, AND COMPLY WITH ALL REQUIREMENTS OF ALL ISSUED LICENSES, PERMITS, APPROVALS AND INSURANCE REQUIRED FROM FEDERAL, STATE AND LOCAL GOVERNMENT AND PUBLIC AGENCIES AND AUTHORITIES NECESSARY TO PERFORM THE WORK.

THE CONTRACTOR SHALL PROVIDE INDEMNIFICATION TO PUBLIC AND PRIVATE AGENCIES AND AUTHORITIES AS

NECESSARY TO PERFORM THE WORK.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS THAT ARE REQUIRED PRIOR TO COMMENCING

CONSTRUCTION, EXCEPT AS NOTED IN THE CONTRACT DOCUMENTS.

11. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE COMMENCING WORK.

EXISTING DIMENSION AND ELEVATION INFORMATION PRESENTED ON THESE DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR BY ACTUAL FIELD MEASUREMENTS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REPORT ANY DISCREPANCIES TO B&L AND THE CITY OF ROME IN A TIMELY MANNER. FAILURE TO PROSPECT IN ADVANCE OF WORK OR VERIFY DIMENSIONS SHALL NOT BE CAUSE FOR ADDITIONAL COSTS TO THE CITY OF ROME AND B&L.

12. UNDERGROUND FACILITIES, STRUCTURES, AND UTILITIES HAVE BEEN PLOTTED FROM DATA OBTAINED FROM PREVIOUS MAPS AND RECORD DRAWINGS. SURFACE FEATURES SUCH AS CATCH BASIN RIMS, MANHOLE COVERS, WATER VALVES, GAS VALVES, ETC. ARE THE RESULT OF FIELD SURVEY UNLESS NOTED OTHERWISE. THERE MAY BE OTHER UNDERGROUND UTILITIES, THE EXISTENCE OF WHICH IS NOT KNOWN. SIZE AND LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES MUST BE VERIFIED BY THE APPROPRIATE AUTHORITIES. A UTILITY

MARK-OUT MUST BE CONDUCTED PRIOR TO CONDUCTING WELL ABANDONMENT, EXCAVATION AND

CONSTRUCTION.

13. EXISTING UTILITIES AND BURIED PIPING LOCATIONS AND ELEVATIONS SHOWN ON THE DRAWINGS ARE APPROXIMATE AND ARE INTENDED ONLY TO INDICATE THE EXISTENCE OF SUCH UTILITIES AND PIPING IN AREA SHOWN. THE EXISTENCE AND LOCATION OF ANY UTILITIES INDICATED ON THE PLANS ARE NOT GUARANTEED AND SHALL BE INVESTIGATED AND VERIFIED IN THE FIELD BY THE CONTRACTOR BEFORE STARTING WORK.

BEFORE PROCEEDING WITH WORK, THE CONTRACTOR SHALL VERIFY UTILITIES AND PIPING LOCATIONS IN THE FIELD AND NOTIFY B&L OF ANY DISCREPANCIES. PUBLIC AND PRIVATE UTILITIES SHALL BE LOCATED BY THE CONTRACTOR, AT NO ADDITIONAL COST TO THE CITY OF ROME AND B&L. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANY NO LATER THAN 48 HOURS PRIOR TO ANY EXCAVATION THAT MAY AFFECT THAT UTILITY. EXCAVATION IN THE TOLERANCE ZONES OF UNDERGROUND UTILITIES SHALL BE DUG BY HAND IN ACCORDANCE WITH UTILITY SPECIFICATIONS. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY DAMAGE

TO EXISTING UTILITIES.

14. THE CONTRACTOR SHALL NOTIFY THE CITY OF ROME AND B&L A MINIMUM OF FIVE (5) DAYS PRIOR TO THE START OF CONSTRUCTION. IN ADDITION, IF ANY WORK SHOULD BE STOPPED AND RESTARTED FOR ANY REASON, THE CONTRACTOR SHALL GIVE THE CITY OF ROME AND B&L A MINIMUM FIVE (5) DAYS NOTICE.

15. THE CONTRACTOR SHALL PERFORM DAILY CLEANUP OPERATIONS WHICH INCLUDE REMOVAL OF DEBRIS (CUPS, PAPER BAGS, CANS, ETC.), REMOVAL OF EXCESS CONSTRUCTION MATERIALS, ALL TO THE SATISFACTION OF THE

CITY OF ROME AND B&L THROUGHOUT THE CONTRACT DURATION.

16. DURING CONSTRUCTION, THE CONTRACTOR SHALL MAINTAIN TRAFFIC ON ALL ROADWAYS ADJACENT TO OR WHERE WORK IS IN PROGRESS. ALL ROADWAYS SHALL REMAIN OPEN AND ACCESSIBLE TO ALL, EXCEPT AS OTHERWISE SPECIFIED OR APPROVED. NO ROADWAY CLOSURES SHALL BE ALLOWED AS PART OF THE CONTRACT.

AS A MINIMUM, ONE LANE ALTERNATING TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. ROADWAYS SHALL BE

RESTORED TO FULL TRAFFIC PATTERN FLOWS AT THE END OF EACH WORK DAY.

17. ALL CONSTRUCTION OPERATIONS SHALL BE ACCOMPLISHED IN ACCORDANCE WITH APPLICABLE STATE AND LOCAL STATUTES AND U.S. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION REGULATIONS (O.S.H.A.).

COPIES OF O.S.H.A.'S STANDARDS MAY BE PURCHASED FROM THE U.S. GOVERNMENT PRINTING OFFICE. THE CONTRACTOR ALONE WILL BE RESPONSIBLE FOR THE EXECUTION OF THE WORK IN ACCORDANCE WITH ALL

APPLICABLE HEALTH AND SAFETY REGULATIONS.

18. THE CONTRACTOR SHALL RESTORE LAWNS, DRIVEWAYS, GUIDERAILS, WALKS, CURBS, FENCES, AND OTHER PHYSICAL FEATURES TO A CONDITION AT LEAST AS GOOD AS THEY WERE BEFORE BEING DISTURBED. ALL STRUCTURES, INCLUDING BURIED UTILITIES, SHALL BE PROTECTED OR REMOVED AND REPLACED EXACTLY AS THEY WERE BEFORE BEING DISTURBED. DAMAGED ITEMS SHALL BE REPLACED AT THE CONTRACTORS EXPENSE.

19. PRIOR TO SUBMITTING A RESPONSIBLE BID, THE CONTRACTOR SHALL VISIT THE SITE AND BE FAMILIAR WITH THE

EXISTING CONDITIONS.

20. THE CONTRACTOR SHALL DEVELOP AND FOLLOW ITS OWN SITE-SPECIFIC HEALTH AND SAFETY PLAN IN

ACCORDANCE WITH APPROPRIATE REGULATIONS AND USE PPE.

CONSTRUCTION SEQUENCE

THE SEQUENCE OF CONSTRUCTION IS A GENERAL OVERVIEW OF THE PHASING AND SHALL BE ADHERED TO. IT DOES NOT RELIEVE THE CONTRACTOR OF PROVIDING A DETAILED CONSTRUCTION SCHEDULE TO B&L FOR APPROVAL, AS REQUIRED IN THE SPECIFICATIONS. IT ALSO DOES NOT RELIEVE THE CONTRACTOR OF PERFORMING ALL THE WORK AS

SHOWN ON THE PLANS AND INCLUDED IN THE SPECIFICATIONS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING COMPLIANCE WITH ALL CONDITIONS AND NOTIFICATION REQUIREMENTS OF ISSUED PERMITS AND PERMITS OBTAINED BY THE CITY OF ROME FOR COMPLETION OF THE WORK.

GENERAL

· PERFORM UNDERGROUND UTILITY MARK-OUT SURVEY IN ACCORDANCE WITH THE REQUIREMENTS OUTLINED IN

THE CONTRACT DOCUMENTS.

· PERFORM INITIAL SITE TOPOGRAPHIC SURVEY IN ACCORDANCE WITH THE REQUIREMENTS OUTLINED IN THE

CONTRACT DOCUMENTS.

· PROTECT EXISTING ABOVE GROUND STRUCTURES, UNDERGROUND UTILITIES AND STRUCTURES LOCATED

OUTSIDE THE LIMITS OF EXCAVATION AND GRADING.

· MAINTENANCE OR INSTALLATION OF PERMANENT AND TEMPORARY PERIMETER SECURITY FENCE AS NOTED ON THE CONTRACT DRAWINGS. FOR THE PURPOSES OF THIS CONTRACT, PERMANENT FENCE SHALL BE DEFINED AS THAT PORTION OF THE SECURITY FENCE THAT WILL REMAIN IN PLACE THROUGHOUT THE DURATION OF THIS CONTRACT. THE PERMANENT FENCE WAS INSTALLED BY OTHERS. TEMPORARY FENCE SHALL BE DEFINED AS THAT PORTION OF THE SECURITY FENCE THAT WILL BE INSTALLED BY THE CONTRACTOR DURING THE WORK AND REMAIN IN PLACE UNTIL SUBSTANTIAL COMPLETION. TEMPORARY FENCE SHALL BE REMOVED BY THE

CONTRACTOR UNDER THIS CONTRACT.

· SEDIMENT, EROSION AND STORMWATER CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE

ENGINEER-APPROVED STORMWATER POLLUTION PREVENTION PLAN AND DETAIL SHEET C501.

· INSTALL STABILIZED CONSTRUCTION ENTRANCE AS SPECIFIED AND PRIOR TO SITE DISTURBANCE.

· INSTALL TEMPORARY VEHICLE DECONTAMINATION AREA AS SPECIFIED AND PRIOR TO SITE DISTURBANCE.

· INSTALL TRAILER(S), TEMPORARY ELECTRIC, UTILITIES, ACCESS ROADS AND PARKING AS SPECIFIED.

· CLEARING AND GRUBBING OF DESIGNATED AREAS AS REQUIRED TO PERFORM THE REMEDIAL WORK ON-SITE.

OFF-SITE TRANSPORTATION AND DISPOSAL OF CLEARED TREES AND ROOTS.

· DECOMMISSION SPECIFIED ON-SITE MONITORING WELLS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

CONTRACTOR SHALL PROTECT MONITORING WELLS TO REMAIN AND EXTEND WELL CASINGS AND RISERS AS

NEEDED FOR PLACEMENT OF SOILS.

· EXCAVATE AND GRADE OF DESIGNATED SITE SOILS TO THE LIMITS AND GRADES AS SHOWN ON THE CONTRACT

DRAWINGS TO ACHIEVE THE GRADE SHOWN IN THE CONTRACT DRAWINGS.

· DEWATER, IF NECESSARY, THE EXCAVATIONS AND DISPOSE OF GENERATED WATER IN ACCORDANCE WITH ALL

APPLICABLE REGULATIONS AND THE CONTRACT DOCUMENTS.

· PERFORM POST-EXCAVATION TOPOGRAPHIC SURVEY IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

· OBTAIN ACCEPTABLE BACKFILL MEETING DER-10 REQUIREMENTS AND PROJECT SPECIFICATIONS, AND PERFORM RESTORATION OF DESIGNATED AREAS TO PROPOSED CONTOURS WITH A COMBINATION OF COMMON BACKFILL, TOPSOIL, AND VEGETATION.

· FINAL GRADING AND VEGETATION OF THE SITE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

· MAINTAIN SEEDED AND SODDED AREAS THROUGHOUT THE WARRANTY PERIOD INCLUDING BUT NOT NECESSARILY LIMITED TO WATERING, MOWING, AND REPAIR OF DAMAGED AREAS OR DEAD AREAS.

· DEMOBILIZATION: REMOVE FROM SITE ALL CONTRACTOR EQUIPMENT, CONSTRUCTION FACILITIES AND UTILITIES

CONNECTIONS, AND RESTORE SITE TO ORIGINAL OR SPECIFIED CONDITIONS.

· PROTECT AND MAINTAIN THE WORK AS REQUIRED.

· PERFORM ALL OTHER ACTIVITIES NOT SPECIFICALLY DISCUSSED HEREIN BUT NECESSARY TO SATISFACTORILY COMPLETE ALL WORK REQUIRED BY THE CONTRACT DOCUMENTS, CONTRACT DRAWINGS, ENGINEER, AND CITY

OF ROME.

· PERFORM ALL WORK ASSOCIATED WITH CONTRACT CLOSEOUT.

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REVISIONS

EXISTING UTILITY POLE

EXISTING CONTOURS

LEGEND

PROPERTY LINE

EXISTING UNPAVED ROAD

EXISTING PAVED ROAD

EXISTING STRUCTURE

EXISTING MONITORING WELLS TO BE PROTECTED

PROPOSED GRADE CONTOUR

EXISTING OVERHEAD ELECTRIC

EXISTING FENCE

EXISTING EASEMENT BOUNDARY

EXISTING MONITORING WELLS TO BE DECOMMISSIONED

EXISTING PIEZOMETERS TO BE PROTECTED

EXISTING PIEZOMETERS TO BE DECOMMISSIONED

PROPOSED LIMIT OF SOIL COVER

PROPOSED SILT FENCE

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1" = 30'

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REVISIONSTRUE

NORTH

30' 1"=30'

30'0 60'

PROPOSED LIMIT OF SOIL COVER

C502

C502

EQUIPMENT

DECONTAMINATION AREA

C502

WELL TO BE PROTECTED (TYP. OF 12)

WELL TO BE DECOMMISSIONED (TYP. OF 4)

PIEZOMETER TO BE

DECOMMISSIONED (TYP. OF 4)

CHAIN LINK FENCE TO BE REMOVED

CHAIN LINK FENCE

TO BE REMOVED

WELL TO BE

DECOMMISSIONED

WELL TO BE

DECOMMISSIONED

WELL TO BE DECOMMISSIONED

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30' 1"=30'

30'0 60'

NOTES:

1. THE CONTRACTOR SHALL DEVELOP AND FOLLOW ITS OWN SITE-SPECIFIC HEALTH AND SAFETY PLAN

AND USE APPROPRIATE PPE.

2. THE CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS, INCLUDING THE ACQUISITION OF REQUIRED PERMITS OF THE LOCAL MUNICIPALITY, COUNTY, AND STATE WHEN WORKING IN THEIR RIGHT-OF-WAY.

3. THE CONTRACTOR SHALL CLEAR AND GRUB EXISTING VEGETATION TO THE EXTENT NECESSARY FOR THE COMPLETION OF WORK UNLESS OTHERWISE SHOWN. CONSOLIDATE, CATEGORIZE, AND DISPOSE OF ALL DEBRIS ENCOUNTERED. CONTRACTOR SHALL PROTECT MONITORING WELLS TO REMAIN AND EXTEND

WELL CASINGS AND RISERS AS NEEDED FOR PLACEMENT OF COVER SOILS.

4. THE CONTRACTOR SHALL ACCESS THE SITE FROM MARTIN STREET.

5. THE CONTRACTOR SHALL INSTALL THE STABILIZED CONSTRUCTION ENTRANCE AND TEMPORARY VEHICLE DECONTAMINATION AREA PRIOR TO PERFORMING ANY WORK OR RECEIVING ANY MATERIALS

WITHIN THE SITE.

6. THE CONTRACTOR SHALL ESTABLISH THE COMMUNITY AIR MONITORING PROGRAM PRIOR TO

CLEARING, GRUBBING OR SITE GRADING ACTIVITIES.

7. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL SEDIMENT AND STORM WATER CONTROLS

DURING THE WORK. CONTRACTOR MAY BEGIN CLEARING TREES AND VEGETATION PRIOR TO

INSTALLATION OF SILT FENCING.

8. NO DISTURBANCE OF THE SOIL (I.E. GRADING, EXCAVATING, ETC.) SHALL BE PERMITTED UNTIL THE CONTRACTOR COMPLETES THE INSTALLATION OF SILT FENCE, TEMPORARY STABILIZED CONSTRUCTION

ENTRANCE, AND TEMPORARY VEHICLE DECONTAMINATION AREA.

9. THE SILT FENCING SHOWN ON THIS DRAWING IS APPROXIMATE AND SHALL BE INSTALLED IN THE

GENERAL LOCATIONS AS-SHOWN AND AS DIRECTED BY ENGINEER IN THE FIELD.

10. EQUIPMENT USED ON SITE IN CONTAMINATED AREAS OR TRUCKS DELIVERING MATERIAL THAT COME INTO CONTACT WITH CONTAMINATED MATERIALS ON SITE, SHALL BE DECONTAMINATED PRIOR TO

LEAVING THE SITE.

11. THE CONTRACTOR SHALL INSTALL ADDITIONAL TEMPORARY VEHICLE DECONTAMINATION AREAS AS

NECESSARY TO DECONTAMINATE ANY VEHICLES OR EQUIPMENT LEAVING CONTAMINATED AREAS.

12. EXISTING TREES NOT REMOVED SHALL BE PROTECTED FROM DAMAGE DURING CONSTRUCTION.

(X S1

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(X S1

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(X S1

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(X S1

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(X S1

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(XS3) 0+00

(XS3) 1+00

(XS3) 2+00

(XS3) 2+50

(XS2) 2+98

(XS2) 0+00

(XS2) 1+00

(XS2) 2+00

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30' 1"=30'

30'0 60'

NOTE

SEE SECTIONS ON C400 AND DETAIL 2 ON C501 FOR THE SUBGRADE

EXCAVATION AT THE PROPERTY BOUNDARY AND FENCE LINE.

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(X S1

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(X S1

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(X S1

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(X S1

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(XS3) 0+00

(XS3) 1+00

(XS3) 2+00

(XS3) 2+50

(XS2) 2+98

(XS2) 0+00

(XS2) 1+00

(XS2) 2+00

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REVISIONSTRUE

NORTH

30' 1"=30'

30'0 60'

0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50

CROSS SECTION 1

HORIZONTAL SCALE: 1" = 20'

VERTICAL SCALE: 1" = 5'

FINAL GRADE

SUBGRADE

2 FOOT ENGINEERED

SOIL COVER

C501

C501

C501

0+00 0+50 1+00 1+50 2+00 2+50 2+98

-1.0%

CROSS SECTION 2

HORIZONTAL SCALE: 1" = 20'

VERTICAL SCALE: 1" = 5'

FINAL GRADE

SUBGRADE

2 FOOT ENGINEERED

SOIL COVER

C501

C501

C501

0+00 0+50 1+00 1+50 2+00 2+50

CROSS SECTION 3

HORIZONTAL SCALE: 1" = 20'

VERTICAL SCALE: 1" = 5'

FINAL GRADE

SUBGRADE

2 FOOT ENGINEERED

SOIL COVER

C501

C501 2

C501

CR

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REVISIONS

20' 1"=20'

0 20' 40'

5' 1"=5'

0 5' 10'

NOTE:

EXISTING GRADE SHOWN ON CROSS-SECTIONS FOR PURPOSES OF GRADING TO

BE PERFORMED TO PLACE FINAL COVER SOILS. CONTRACTOR SHALL PERFORM

CUT AND FILL OF SITE SOILS TO GRADE SITE AS SHOWN ON SHEET C102.

6"

18" IMPORTED

SOIL COVER - FILL

MATERIALS

EXISTING SOIL

1' -6

2' -0

SO

IL

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DEMARCATION FABRIC

SUBGRADE

ELEVATION

IMPORTED SOIL

COVER - TOPSOIL

ENGINEERED SOIL COVER DETAIL

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

TOP OF SUBGRADE

TOP OF FINAL COVER

PROPERTY LINE

OR FENCE LINE

2' -0

SO

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ENGINEERED SOIL COVER TERMINATION DETAIL

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

CUT OR FILL

AS REQUIRED

CO

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C501

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AS SHOWN

N

YS

C

ER

TI

FI

CA

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NYS EXP.:

2, , 0

8, NYS EXP.:

N

YS

C

ER

TI

FI

CA

TE

2, , 0

8, 05/31/2027

Sheet Number

Project Number

Ch ec ke d by Dr aw n by De sig ne d by

In c ha rg e of

Scale

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IN

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SEPTEMBER 2026

245.005.021

JJ

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AZ

JJ

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REVISIONS

NOTES:

1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES.

2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION.

3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- LAPPED BY SIX INCHES AND FOLDED.

FILTER CLOTH SHALL BE MIRAFI 100X OR APPROVED EQUIVALENT.

4. MAINTENANCE SHALL BE PERFORMED DAILY AND MATERIAL REMOVED WHEN REQUIRED.

6"

2' -0

1'

-0

FILTER FABRIC WIRE MESH

REINFORCEMENT ALL AREAS

FILTER FABRIC TO BE

BURIED IN GROUND

1'' X 1'' WOOD POST AT

8'-0" ON CENTER (MAX.)

EXISTING GROUNDPACKED WITH EARTH

SILT FENCE FOR TEMPORARY EROSION CONTROL

SCALE: 1" = 1'-0"

ENTRANCE/EXIT

RAMP

SUMP

SL

O

PE

T

O S

U M

P

TR

AV

EL

C

O

RR

ID

O

R

SL

O

PE

T

O S

U M

P

ENTRANCE/EXIT

RAMP

NOTE:

CONTRACTOR WILL SIZE DECONTAMINATION PAD SUCH THAT ALL CONSTRUCTION TRAFFIC WILL BE COMPLETELY CONTAINED WITHIN THE DECONTAMINATION PAD DURING DECONTAMINATION ACTIVITIES. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE COLLECTION AND DISPOSAL OF ALL FLUIDS GENERATED DURING DECONTAMINATION. ALL WASH WATER WILL BE CONTAINED WITHIN THE DECONTAMINATION PAD AND PUMPED FROM THE SUMP TO A FRAC TANK(S). CONTRACTOR IS RESPONSIBLE FOR TESTING OF WATER BEFORE DISPOSAL. IF CLEAN, WATER CAN BE DISCHARGED TO SURFACE FOLLOWING APPROVAL OF ENGINEER. CONTAMINATED

WATER SHALL BE DISPOSED OF AT A REGISTERED WATER TREATMENT FACILITY.

S

S

S

S S

S

S

DECONTAMINATION PAD

NOT TO SCALE

B C502

6" SAND LAYER

6" SAND - ROAD SUBBASE

6" GRANULAR FILL

NOTE:

DECONTAMINATION PAD IS SHOWN FOR SCHEMATIC REPRESENTATION. CONTRACTOR SHALL PROPOSE SIZE AND

ARRANGEMENT OF DECONTAMINATION PAD IN EXCAVATION AND STAGING PLAN.

FABRIC

JERSEY BARRIER

DOUBLE LAYER

OF 6 MIL POLY

SHEETING

SUMP-DISCHARGE

TO FRAC TANK

SAND BAGS OR OTHER

WEIGHT EVERY 5'-0" (TYP.)

B C502

SECTION

NOT TO SCALE

ER

O

SI

O

N A

N D

SE

DI

M

EN

T

CO

N

TR

O L

DE

TA

IL

S

C502

W

BG

AS SHOWN

50'-0" MIN.

6" M

IN

24'-0" MIN.

50'-0" MIN.

PROFILE

PLAN

5:1

CONSTRUCTION SPECIFICATIONS FOR STABILIZED CONSTRUCTION ENTRANCE

1. GEOTEXTILE SHALL BE PLACED OVER ENTIRE AREA OF STABILIZED CONSTRUCTION ENTRANCE PRIOR TO PLACING STONE. STONE SHALL MEET THE REQUIREMENTS OF NYSDOT ITEM 623.12, CRUSHED STONE #3. ALL SURFACE WATER SHALL BE DIVERTED AWAY FROM CONSTRUCTION ENTRANCE. A MOUNTABLE BERM WITH 5:1 SLOPE IS

REQUIRED.

2. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS OF WAY. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO

PUBLIC RIGHTS OF WAY MUST BE REMOVED IMMEDIATELY.

3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA WITH STONE AND WHICH DRAINS INTO AN

APPROVED SEDIMENT TRAPPING DEVICE.

4. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE DONE REGULARLY AND FOLLOWING EACH RAINFALL.

STABILIZED CONSTRUCTION ENTRANCE DETAIL

NOT TO SCALE

24'-0" MIN.

24'-0"

MIN

MOUNTABLE

BERM

3'-0"

GEOTEXTILE

N

YS

C

ER

TI

FI

CA

TE

NYS EXP.:

2, , 0

8, NYS EXP.:

N

YS

C

ER

TI

FI

CA

TE

2, , 0

8, 05/31/2027

Sheet Number

Project Number

Ch ec ke d by Dr aw n by De sig ne d by

In c ha rg e of

Scale

Date

CI

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O F

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TR

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T

IN

TE

RS

EC

TI

O N

O F

LA

W

RE

N

CE

A

N D

M

AR

TI

N

S

TR

EE

TS

CI

TY

O F

RO

M

E O

N

EI

DA

C

O U

N

TY

, N

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Y O

RK

SEPTEMBER 2026

245.005.021

JJ

R

AZ

JJ

R

REVISIONS