Plans_W912DS10B0013_072710.pdf

WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

DATE

PREPARED BY:

PRINCIPAL, A/E FIRM

SHEET OF 41

FINAL DESIGN

RIDGE

POUND

LEWISBORO

BEDFORD

NEW CASTLE

SOMERS

YORKTOWN

NORTH SALEM

CORTLANDT

MOUNT PLEASANT

HARRISON

WHITE

PLAINS

SCARSDALE

RYE

YONKERS

CROTON ON

HUDSON

OSSINING

BRIARCLIFF

MANOR

NORTH

TARRYTOWN

TARRYTOWN

GREENBURGH

IRVINGTON

ARDSLEY

FERRY

DOBBS

HASTINGS

HUDSON

ON

RYE

PORT

CHESTER

BROOK

MAMARONECK

ROCHELLE

NEW

MOUNT

VERNON

WESTCHESTER COUNTY CENTER

WHITE PLAINS, NY

SECTION 14

STREAMBANK PROTECTION PROJECT

LIST OF DRAWINGS

SITE PLANS

GENERAL SITE PLANS (CONT.)

DETAILS

SHEET REF. NO. SHEET TITLE SHEET REF. NO. SHEET TITLE

WHITE

PLAINS

NOT TO SCALE

SITE

D

2 3

C

4 5

A

B

US Army Corps of Engineers

GI001

New York District

SHEET

REFERENCE NUMBER

D

2 3 4 5

US Army Corps of Engineers

New York District

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND

VERIFIED BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE

IMMEDIATELY REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS.

DRAWING SHALL NOT BE SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

TITLE SHEET

NOTES & GENERAL INFORMATION

MAINTENANCE & PROTECTION OF TRAFFIC PLAN

MAINTENANCE & PROTECTION OF TRAFFIC PLAN - NOTES

MAINTENANCE & PROTECTION OF TRAFFIC PLAN - LEGEND & NOTES

TOPOGRAPHIC SURVEY & EXISTING SITE CONDITIONS I

TOPOGRAPHIC SURVEY & EXISTING SITE CONDITIONS II

TOPOGRAPHIC SURVEY & EXISTING SITE CONDITIONS III

PROJECT ALIGNMENT PLAN

GENERAL SITE PLAN

GI001

GI002

GC101

GC001

GC002

V-101

V-102

V-103

V-104

CS401

CD101

CD102

CD103

CD104

CD105

C-101

C-102

C-103

C-104

C-105

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

SITE PREP, REMOVALS, & SOIL EROSION CONTROL PLAN I

SITE PREP, REMOVALS, & SOIL EROSION CONTROL PLAN II

SITE PREP, REMOVALS, & SOIL EROSION CONTROL PLAN III

SITE PREP, REMOVALS, & SOIL EROSION CONTROL PLAN IV

SITE PREP, REMOVALS, & SOIL EROSION CONTROL PLAN V

MATERIALS & LAYOUT PLAN I

MATERIALS & LAYOUT PLAN II

MATERIALS & LAYOUT PLAN III

MATERIALS & LAYOUT PLAN IV

MATERIALS & LAYOUT PLAN V

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

CG101

CG102

CG103

CG104

CG105

LP101

LP102

LP103

LP104

LP105

21.

22.

23.

24.

25.

26.

27.

28.

29.

30.

GRADING PLAN I

GRADING PLAN II

GRADING PLAN III

GRADING PLAN IV

GRADING PLAN V

PLANTING PLAN I

PLANTING PLAN II

PLANTING PLAN III

PLANTING PLAN IV

PLANTING PLAN V

CE501

C-301

C-302

CU501

CU502

L-501

L-502

CG501

CG502

C-601

GR601

31.

32.

33.

34.

35.

36.

37.

38.

39.

40.

41.

STREAM STABILIZATION DETAILS

CROSS SECTIONS I

CROSS SECTIONS II

DRAINAGE DETAILS I

DRAINAGE DETAILS II

PLANTING DETAILS I

PLANTING DETAILS II

SITE PROTECTION & EROSION CONTROL DETAILS I

SITE PROTECTION & EROSION CONTROL DETAILS II

HYDRAULIC DATA SHEET

BORING LOG

AVG.

B.I.N.

C.F.

CMP

DIA.

ELEC.

ELEV.

EX.

EXIST.

HDPE

HT.

INV.

MAX.

MIN.

N.T.S.

N/B

RCP

RET. WALL

S/B

STA.

THK.

TYP.

W/

W/OUT

AVERAGE

BRIDGE IDENTIFICATION NUMBER

CUBIC FEET

CORRUGATED METAL PIPE

DIAMETER

ELECTRIC

ELEVATION

EXISTING

EXISTING

HIGH DENSITY POLYETHYLENE

HEIGHT

INVERT ELEVATION

MAXIMUM

MINIMUM

NOT TO SCALE

NORTH BOUND

REINFORCED CONCRETE PIPE

RETAINING WALL

SOUTH BOUND

STATIONING

THICK

TYPICAL

WITH

WITHOUT

NOT TO SCALE

LIST OF ABBREVIATIONS

LOCATION PLAN

VICINITY MAP

borkowski pb americas w/George Moglias seal

S O

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US Army Corps of Engineers

S

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SHEET

REFERENCE NUMBER

M A

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WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND

VERIFIED BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE

IMMEDIATELY REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING

SHALL NOT BE SCALED TO OBTAIN

DIMENSIONS OR DISTANCES.

N O

T E

S

G E

N E

R A

L I

N F

O R

M A

T

IO

N

P l o t D a t e

0 1"

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING IF NOT

ONE INCH ON THIS SHEET,

ADJUST SCALES

ACCORDINGLY

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FINAL DESIGN

A N

S I

D

1. ANY PLANT SUBSTITUTIONS MUST BE APPROVED BY THE COR UPON

CONSULTATION WITH THE COUNTY REPRESENTATIVE PRIOR TO

DELIVERY.

2. DURING CONSTRUCTION, CONCRETE OR LEACHATE SHALL NOT

ESCAPE OR BE DISCHARGED, NOR SHALL WASHINGS FROM TRANSIT

MIX TRUCKS, MIXERS, OR OTHER DEVICES ENTER WETLANDS AND/OR

PROTECTED BUFFER AREAS.

3. ANY DEBRIS OR EXCESS MATERIAL FROM CONSTRUCTION OF THIS

PROJECT SHALL BE COMPLETELY REMOVED FROM THE ADJACENT

AREA AND MOVED TO AN UPLAND AREA APPROVED BY THE COR

FOR DISPOSAL. DEBRIS IN WETLANDS AND OR PROTECTED BUFFER

AREAS IS PROHIBITED.

4. ALL DISTURBED AREAS WHERE SOIL WILL BE TEMPORARILY EXPOSED

OR STOCKPILED SHALL BE CONTAINED BY A CONTINUOUS LINE OF

SILT FENCING (OR OTHER NYSDEC-APPROVED METHOD) ON THE

UPLAND SIDE BETWEEN THE FILL OR WETLAND OR APPROVED BUFFER

AREA.

PROFESSIONAL SEALS

u b m i t t e d b y

L

M

W C

C -S

G I0

.D G

N

F I L

E N

A M

E

W C

C S

G I

.d g n

1. REMOVE EXISTING PAVEMENT ONLY WHERE NOTED.

2. REFUSE FROM DEMOLITION PLAN SHALL BECOME PROPERTY OF

THE CONTRACTOR. IT SHALL BE HIS RESPONSIBILITY TO REMOVE AND

DISPOSE OF ALL CONSTRUCTION REFUSE LEGALLY, OFF-SITE.

3. UNLESS OTHERWISE NOTED, ALL GAS AND WATER VALVES,

MANHOLES AND ELECTRICAL SERVICE SHALL REMAIN IN PLACE.

4. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES

AND REGULATIONS GOVERNING THE WORK. THE CONTRACTOR SHALL

COORDINATE DEMOLITION WITH APPLICABLE AGENCIES, UTILITY

COMPANIES AND/OR SUBCONTRACTORS.

5. ALL EXISTING SEWERS, GAS, WATER, ELECTRIC UTILITY LINES AND

STRUCTURES WITHIN THE CONTRACT AREA SHALL REMAIN, UNLESS

SPECIFICALLY NOTED. ALL STORM DRAINAGE PIPES TO BE ABANDONED

OR REMOVED ARE NOTED ON THE PLANS. IF ABANDONED PIPES ARE

ENCOUNTERED DURING EXCAVATION, REMOVE PIPE IN AREA OF

EXCAVATION AND PLUG AT EACH END OF EXCAVATION.

6. THE CONTRACTOR IS TO USE CARE DURING CONSTRUCTION TO

AVOID DISTURBING OR DAMAGING ADJACENT ABOVE GRADE OR

SUBGRADE STRUCTURES, FACILITIES, CONCRETE CURBS AND PERIMETER

FENCING. ANY DAMAGE RESULTING FROM THIS WORK WILL BE

RESTORED TO THE SATISFACTION OF THE COR, AT THE CONTRACTOR’S

EXPENSE.

7. WHERE NEW CONSTRUCTION ABUTS EXISTING PAVEMENTS, CURBS

OR WALLS, THE EXISTING MATERIALS SHALL BE CLEANLY SAWCUT TO

PROVIDE A CLEAN NEAT MATCH AND A SMOOTH, FLUSH TRANSITION,

AS DIRECTED BY THE COR. ALL SAWCUTTING SHALL BE DONE TO NEAT

AND STRAIGHT ACCURATE LINES.

8. ALL EXISTING PERIMETER CURBS AND FENCING TO REMAIN, UNLESS

OTHERWISE NOTED. ANY EXISTING FENCING, CURBS OR PAVEMENTS

THAT ARE TO REMAIN, WHICH ARE DAMAGED OR DISTURBED DURING

CONSTRUCTION, SHALL BE REPLACED AT THE CONTRACTOR’S EXPENSE

TO THE SATISFACTION OF THE COR.

9. ALL FOOTINGS AND OTHER BELOW-GRADE STRUCTURES TO BE

ABANDONED OR REMOVED SHALL BE EXCAVATED TO A DEPTH OF

4’-0" BELOW FINISHED GRADE AND BACKFILLED WITH APPROVED

SUITABLE FILL MATERIAL.

10. THE CONTRACTOR SHALL PROVIDE FOR THE LEGAL REMOVAL AND

DISPOSITION OF RUBBISH AND DEBRIS, AND FOR GENERAL CLEANING

FOR THE DURATION OF THE PROJECT. UPON COMPLETION, THE

CONTRACTOR SHALL LEAVE THE PREMISES FREE AND CLEAR OF ALL

RUBBISH AND DEBRIS, AND IN A BROOM-SWEPT CONDITION.

11. THE CONTRACTOR SHALL EXERCISE CARE IN HIS REMOVAL

OPERATIONS SO AS NOT TO UNDULY DISTURB UNDERLYING AND

ADJACENT PAVEMENTS, UTILITIES, PLANT MATERIAL, ETC. THAT ARE TO

REMAIN IN PLACE. THE CONTRACTOR SHALL PERFORM THE WORK WITH

CARE SO THAT ANY MATERIALS WHICH ARE TO REMAIN IN PLACE OR

ARE TO REMAIN THE PROPERTY OF THE COUNTY. IF THE CONTRACTOR

DAMAGES ANY MATERIALS WHICH ARE TO REMAIN IN PLACE OR

WHICH ARE TO REMAIN THE PROPERTY OF THE COUNTY, THE

DAMAGED MATERIAL SHALL BE REPAIRED OR REPLACED IN A MANNER

SATISFACTORY TO THE COR AT THE EXPENSE OF THE CONTRACTOR.

1. WRITTEN DIMENSIONS SHALL PREVAIL.

2. ALL ANGLES ARE 90 DEGREES UNLESS OTHERWISE NOTED.

3. LOCATIONS OF ALL EXIST. TREES SHALL BE VERIFIED IN THE FIELD.

4. CHANGES SHALL NOT BE MADE TO THE DESIGN OR LAYOUT

4. (CONT.) WITHOUT PRIOR APPROVAL OF THE COR.

5. ALL PLANTED AREAS SHALL BE STAKED OUT IN MIN. 4,000 S.F.

SECTIONS FOR MINOR ADJUSTMENT AND APPROVAL BY THE COR PRIOR

TO COMMENCING CONSTRUCTION. CONTRACTOR SHALL BEAR ULTIMATE

RESPONSIBILITY FOR LAYOUT.

1. THE USACE WILL OBTAIN ALL ENVIRONMENTAL PERMITS FOR THIS

PROJECT.

2. WESTCHESTER COUNTY WILL OBTAIN ITS TREE REMOVAL PERMIT FOR

THIS PROJECT.

3. THE CONTRACTOR MUST OBTAIN APPROVAL/PERMIT FROM

WESTCHESTER COUNTY DPW (CONTACT MIKE DISPENZA 914-995-2594)

PRIOR TO THE START OF WORK AND ANY LANE CLOSURES MUST BE

COORDINATED WITH WESTCHESTER COUNTY DPW TRAFFIC

ENGINEERING (KEVIN ROSEMAN 914-995-4084) AT LEAST SEVENTY-TO

(72) HOURS IN ADVANCE.

4. THE CONTRACTOR WILL OBTAIN AN ACCESS PERMIT INTO THE PARK

PRIOR TO THE START OF CONSTRUCTION FROM THE WESTCHESTER

COUNTY DEPARTMENT OF PARKS, RECREATION AND CONSERVATION.

5. ANY ADDITIONAL PERMITS AND FEES REQUIRED TO COMPLETE THE

WORK ARE THE RESPONSIBILITY OF THE CONTRACTOR.1. ALL MATERIALS, CONSTRUCTION METHODS AND WORKMANSHIP SHALL

CONFORM WITH STANDARD DETAILS AND SPECIFICATIONS OF THIS

DRAWING SET.

2. ALL WORK SHALL BE DONE AND INSTALLED IN COMPLIANCE WITH

ALL LAWS, RULES AND REGULATIONS OF THE LOCAL MUNICIPALITY, AND

SHALL COMPLY WITH THE LATEST EDITION OF THE NEW YORK STATE

FIRE PREVENTION AND BUILDING CODE, INCLUDING ALL REFERENCE

STANDARDS. ALL MATERIALS AND EQUIPMENT USED IN THE PROJECT

SHALL CONFORM TO, AND HAVE APPROVALS IN ACCORDANCE WITH

ANY OTHER PUBLIC AUTHORITIES OR AGENCIES HAVING JURISDICTION

OVER THE PROJECT. ALL WORK MUST COMPLY WITH SPEC. #01 35 26 OF

THE ACOE SAFETY REQUIREMENTS, WHICH IS AVAILABLE AT:

THE EXISTING PARKING LOT IS ACTIVELY USED FOR PARKING DURING

ALL WESTCHESTER COUNTY CENTER EVENTS AND FOR COMMUTER RAIL

PARKING SEVEN DAYS A WEEK. THIS PROJECT SHALL BE CONSTRUCTED

IN SUCH A MANNER AS TO ALLOW CONTINUOUS ACCESS TO PARKING

THROUGHOUT CONSTRUCTION. THE CONTRACTOR WILL BE REQUIRED TO

MAINTAIN AND PROTECT VEHICLE AND PEDESTRIAN

TRAFFIC, AS WELL AS WORK WITH THE COUNTY

CENTER STAFF, TO ENSURE SAFE OPERATION AND

ACCESS TO PARKING, ESPECIALLY DURING LARGE

COUNTY CENTER EVENTS.

1. ALL NEW WORK SHALL MEET EXISTING CONDITIONS NEATLY AND

SMOOTHLY.

2. THE CONTRACTOR SHALL USE CARE DURING EXCAVATION TO

AVOID DISTURBING ANY ADJACENT OR UNDERGROUND EXISTING

UTILITY LINES. ANY DAMAGE RESULTING FROM THIS CONSTRUCTION

SHALL BE THE CONTRACTOR’S RESPONSIBILITY AND SHALL BE

RESTORED TO THE SATISFACTION OF THE COR AT THE CONTRACTOR’S

EXPENSE.

3. THE PLANS SHOW ABOVE-GROUND STRUCTURES AND

UNDERGROUND UTILITIES BELIEVED TO EXIST IN THE WORK AREA. THE

EXACT LOCATION OF THESE STRUCTURES MAY VARY FROM THE

LOCATION INDICATED ON THE PLANS. THE CONTRACTOR IS WARNED

THAT THE EXACT OR EVEN APPROXIMATE LOCATION OF PIPELINES,

SUBSURFACE STRUCTURES AND/OR UTILITIES IN THE PROJECT AREA

ARE NOT WARRANTED TO BE ACCURATE (HORIZONTAL OR VERTICAL).

THE CONTRACTOR SHALL LOCATE ALL UTILITIES WITHIN THE PROJECT

AREA PRIOR TO COMMENCING WORK. THE CONTRACTOR IS REQUIRED

TO CALL "DIG SAFELY NEW YORK" A MINIMUM OF THREE DAYS PRIOR

TO DIGGING AT 1-800-962-7962 AND WILL USE VACUUM EXCAVATION,

HAND DIGGING OR SIMILAR NON-DESTRUCTIVE METHOD TO

HORIZONTALLY AND VERTICALLY LOCATE EXISTING UNDERGROUND

UTILITIES WITHIN THE WORK AREA.

1. LOCATIONS OF ALL UTILITIES ARE DIAGRAMATIC. WHERE NEW

UTILITIES ARE TO CROSS OR CONNECT TO EXISTING UTILITIES, THE

CONTRACTOR SHALL MAKE PRELIMINARY INVESTIGATION INCLUDING

BUT NOT LIMITED TO: ALL NECESSARY EXCAVATION TO DETERMINE IF

THE WORK CAN BE COMPLETED AS SHOWN. ANY CHANGE SHALL BE

AS REQUIRED BY FIELD CONDITIONS, AS DIRECTED BY THE COR.

2. ALL PAVEMENT SHALL BE INSTALLED TO SMOOTH EVEN GRADE

WITH NO PATCHING OR IRREGULARITIES. NEW PAVEMENT SHALL MEET

EXISTING PAVEMENT FLUSH AND EVENLY.

GENERAL NOTES

CONSTRUCTION NOTES

2. (CONT.) HTTP:/ WWW.USACE.ARMY.

MIL/CESO/DOCUMENTS/EM385-1-1FINAL.PDF.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL

STAGING AREAS FOR THE CONTRACT. IF THE STAGING AREA IS IN

PROXIMITY TO A WATERWAY, SILT FENCE MUST BE INSTALLED AROUND

THE PERIMETER OF THE AREA, AND A STABILIZED ENTRANCE TO THE

ROADWAY MUST BE PROVIDED. IN ALL CASES AFTER THE PROJECT IS

COMPLETED, THE CONTRACTOR’S STAGING AREA MUST BE RESTORED

TO ITS ORIGINAL GRADING AND SHALL BE SEEDED WITH ANNUAL RYE

GRASS. THIS WORK WILL BE PAID FOR UNDER THE APPROPRIATE

CONTRACT ITEMS. RESTORATION OF ALL STAGING AREAS & HAUL

ROADS TO BE INCLUDED IN THE CONTRACT SUM.

4. THE CONTRACTOR SHALL REPLACE ANY MISSING, BROKEN, OR

EXISTING CURB, OR DRIVEWAY PAVEMENT DAMAGED DURING

CONSTRUCTION AND REPAIR AS DIRECTED BY THE COR, IN

ACCORDANCE WITH COUNTY STANDARDS.

5. NEW PAVEMENT SHALL MEET EXISTING CONDITIONS AT PROJECT

LIMITS WITH NO TRIP HAZARD.

6. THE CONTRACTOR SHALL STUDY THE INTERRELATIONSHIP OF ALL

THE VARIOUS ELEMENTS OF NEW CONSTRUCTION SHOWN ON THE

VARIOUS DRAWINGS AND SHALL COORDINATE CONSTRUCTION

OPERATIONS ACCORDINGLY. ANY CONFLICTS WHICH MAY BECOME

APPARENT FROM THE COORDINATION STUDY SHALL BE BROUGHT TO

THE ATTENTION OF THE COR.

7. ALL WOOD AND METAL DIMENSIONS ARE NOMINAL UNLESS

OTHERWISE SPECIFIED.

CONSTRUCTION NOTES (CONT.)

REMOVALS NOTES

LAYOUT NOTES

LAYOUT NOTES (CONT.)

MATERIALS NOTES

EROSION CONTROL NOTES

GRADING & UTILITY NOTES

GRADING & UTILITY NOTES (CONT.)

PLANTING NOTES

PERMIT INFORMATION

NOTE:

1. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL

SEDIMENT AND EROSION CONTROL PRACTICES. THE SEDIMENT AND

EROSION CONTROL PRACTICES ARE TO BE INSTALLED PRIOR TO ANY

MAJOR SOIL DISTURBANCES, AND MAINTAINED UNTIL PERMANENT

PROTECTION IS ESTABLISHED.

2. TIMELY MAINTENANCE OF EROSION AND SEDIMENT CONTROL

PRACTICES IS THE RESPONSIBILITY OF THE CONTRACTOR. ALL

PRACTICES SHALL BE MAINTAINED IN GOOD WORKING ORDER AT ALL

TIMES. THE SEDIMENT LEVEL IN ALL SEDIMENT TRAPS SHALL BE

CLOSELY MONITORED, AND SEDIMENT REMOVED PROMPTLY WHEN

MAXIMUM LEVELS ARE REACHED OR AS ORDERED BY THE COR. ALL

SEDIMENT CONTROL PRACTICES SHALL BE INSPECTED ON A REGULAR

BASIS, AND AFTER EACH HEAVY RAIN, TO ENSURE PROPER OPERATION

AS DESIGNED. AN INSPECTION SCHEDULE SHALL BE SET FORTH PRIOR

TO THE START OF CONSTRUCTION.

3. THE LOCATIONS AND INSTALLATION TIMES OF THE SEDIMENT

CAPTURE STANDARDS SHALL BE AS ORDERED BY THE COR AND IN

ACCORDANCE WITH THE STANDARDS SET FORTH IN THE MOST RECENT

NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION

AND SEDIMENT CONTROL.

4. ALL TOPSOIL NOT TO BE USED FOR FINAL GRADING SHALL BE

REMOVED FROM THE SITE IMMEDIATELY, AND PLACED IN A STABILIZED

STOCKPILE OR FILL AREA. ALL TOPSOIL REQUIRED FOR FINAL GRADING

THAT IS STORED ON THE SITE SHALL BE LIMED, FERTLIZED,

TEMPORARILY SEEDED WITH ANNUAL OR PERENNIAL RYEGRASS OR

OATS, AND MULCHED WITHIN 14 DAYS.

5. ANY DISTURBED AREAS THAT WILL BE LEFT EXPOSED MORE THAN

21 DAYS AND ARE NOT SUBJECT TO CONSTRUCTION TRAFFIC SHALL

IMMEDIATELY RECEIVE TEMPORARY SEEDING. MULCH SHALL BE USED IF

THE SEASON PREVENTS THE ESTABLISHMENT OF A TEMPORARY COVER.

DISTURBED AREAS SHALL BE LIMED AND FERTILIZED PRIOR TO

TEMPORARY SEEDING.

6. ALL DISTURBED AREAS WITHIN 500 FEET OF AN INHABITED

DWELLING SHALL BE WETTED AS NECESSARY TO PROVIDE DUST

CONTROL.

7. THE CONTRACTOR SHALL KEEP THE ROADWAYS WITHIN THE

PROJECT CLEAR OF SOIL AND DEBRIS AND IS RESPONSIBLE FOR ANY

STREET CLEANING NECESSARY DURING THE COURSE OF THE PROJECT.

8. TEMPORARY SEDIMENT AND EROSION CONTROL STRUCTURES SHALL

BE REMOVED AND PERMANENT EROSION AND SEDIMENT CONTROL

PRACTICES IMPLEMENTED, IF NECESSARY, WHEN THE DRAINAGE AREA,

INCLUDING ALL ROADS, DRIVEWAYS, AND PARKING AREAS USED DURING

THE COURSE OF CONSTRUCTION HAS BEEN PROPERLY STABILIZED BY

PERMANENT STRUCTURES IN ACCORDANCE WITH THE NYS STANDARDS

AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL.

9. SOIL EROSION AND WATER POLLUTION CONTROL SHALL APPLY AND

CONFORM TO CONTRACT SPECIFICATIONS, SECTION 209 OF THE

"NYSDOT STANDARD SPECIFICATIONS" AND "THE NEW YORK STATE

STANDARDS & SPECIFICATIONS FOR EROSION & SEDIMENT CONTROL"

(AUGUST 2005), INCLUDING ANY REVISIONS THERETO.

1. LAND SURVEY INFORMATION AND THE LOCATION OF EXISTING

UTILITIES, SEWER, ETC., WAS TAKEN FROM THE TOPOGRAPHICAL SURVEY

DATED AUGUST 20, 2009, PREPARED BY THOMAS C. MERRITTS, LAND

SURVEYORS P.C., AND FROM FIELD MEASUREMENTS BY THE

WESTCHESTER COUNTY DEPARTMENT OF PLANNING.

2. THE CONTRACTOR MUST REMAIN WITHIN THE CONTRACT LIMITS

SPECIFIED ON THE DRAWINGS. THE CONTRACTOR MUST CONDUCT WORK

IN A MANNER THAT DOES NOT DISRUPT OR IMPACT THE ACTIVE

OPERATIONS OF THE ADJACENT BRONX RIVER PARKWAY, COUNTY

CENTER PARKING LOT, TENNESSEE GAS FACILITY OR ANY OTHER

ADJACENT PROPERTIES.

3. INFORMATION SHOWN ON THE PLANS IS BASED ON LIMITED

INVESTIGATIONS MADE BY THE COUNTY FOR THE SOLE PURPOSE OF

ITS ESTIMATE OF QUANTITIES, AND MAY NOT INDICATE THE TRUE OR

FULL CONDITION OF WORK WHICH WILL BE REQUIRED. THE

CONTRACTOR IS RESPONSIBLE FOR EXAMINING THE AREAS OF

PROPOSED WORK AS TO THE ACTUAL CONDITIONS AND

REQUIREMENTS OF THE WORK. THE CONTRACTOR SHALL VISIT THE SITE

AND FAMILIARIZE HIMSELF WITH EXISTING SITE CONDITIONS PRIOR TO

SUBMITTING A BID. HE SHALL CHECK AND VERIFY ALL CONDITIONS AND

DIMENSIONS, AND ANY DISCREPANCIES BETWEEN THE DRAWINGS AND

FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE

CONTRACTING OFFICER’S REPRESENTATIVE (COR) PRIOR TO

COMMENCEMENT OF WORK.

4. THE COR SHALL BE NOTIFIED IN WRITING OF ANY CONDITIONS THAT

VARY FROM THOSE SHOWN ON THE PLANS. THE CONTRACTOR’S WORK

SHALL NOT VARY FROM THE PLANS WITHOUT THE EXPRESSED WRITTEN

APPROVAL OF THE COR.

5. THE CONTRACTOR SHALL BE REQUIRED TO PROTECT HIS WORKERS

AT ALL TIMES IN ACCORDANCE WITH APPLICABLE OSHA REGULATIONS

AND THE ACOE SAFETY MANUAL, EM 385.

6. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY

CLOSURES, GUARD RAILS, BARRICADES, ETC., TO ADEQUATELY PROTECT

ALL WORKERS, EMPLOYEES AND THE PUBLIC FROM POSSIBLE INJURY. IF

NECESSARY, TEMPORARY PROTECTION AND A CHAIN LINK OR SNOW

FENCE SHALL BE CONSTRUCTED TO PREVENT UNAUTHORIZED ACCESS

TO THE PROJECT SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

ANY VANDALISM OR DAMAGE RESULTING FROM UNAUTHORIZED ACCESS

TO THE SITE FOR THE DURATION OF THE PROJECT. UNLESS OTHERWISE

SPECIFIED IN THE CONTRACT, THE COST OF SUCH PROTECTION SHALL

BE DEEMED INCLUDED IN THE CONTRACT SUM UNDER MOBILIZATION.

7. ALL COSTS ASSOCIATED WITH VERIFICATION OF THE LOCATION OF

UNDERGROUND FACILITIES SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR AND INCLUDED IN THE CONTRACT SUM UNDER

MOBILIZATION.

8. THE CONTRACTOR SHALL ADHERE TO THE REGULATIONS OF THE

STATE OF NEW YORK, DEPARTMENT OF LABOR, BOARD OF STANDARDS

AND APPEALS INDUSTRIAL CODE 53, "CONSTRUCTION, EXCAVATION AND

DEMOLITION OPERATIONS AT, OR NEAR UNDERGROUND FACILITIES". CALL

1-800-962-7962 PRIOR TO COMMENCING ANY WORK.

9. THE INTENT OF THE PROJECT IS TO CONSTRUCT THE PROJECT

ELEMENTS IN A MANNER WHICH WILL MINIMIZE DAMAGE TO THE

EXISTING FACILITIES. THE CONTRACTOR WILL ENSURE THAT ANY

PROPERTY OUTSIDE THE WORK LIMITS ARE PROTECTED. THE COST OF

SUCH PROTECTION SHALL BE THE CONTRACTOR’S RESPONSIBILITY AT

NO ADDITIONAL COST TO THE GOVERNMENT.

10. ACCESS TO ALL ADJOINING FACILITIES SHALL BE MAINTAINED AT ALL

TIMES WHERE REASONABLY POSSIBLE. THE COR MUST BE NOTIFIED IN

ADVANCE OF ANY TEMPORARY DRIVEWAY CLOSURES. DURING ANY

OPERATION WHICH REQUIRES AN EXTENDED CLOSURE, CONTRACTOR

SHALL PROVIDE MEANS OF INGRESS AND EGRESS, SUCH AS TEMPORARY

PAVEMENT. CONSTRUCTION EQUIPMENT MUST BE CLEARED OFF AND

REMOVED FROM THE EXISTING DRIVE OR ROADWAY AT THE END OF

EACH WORKDAY.

11. HAUL ROADS FOR ACCESS FOR CONSTRUCTION EQUIPMENT TO THE

SITE ARE PERMISSIBLE AS APPROVED BY THE COR AND WESTCHESTER

COUNTY IF THEY ARE FULLY RESTORED AT THE END OF THE PERIOD

OF CONSTRUCTION. ALL SUCH WORK SHALL BE AT NO ADDITIONAL

COST TO THE GOVERNMENT. RESTORATION SHALL INCLUDE

SCARIFICATION, TOPSOIL, SEEDING, AS APPROVED AND/OR ORDERED BY

THE COR, AND AT NO ADDITIONAL COST TO THE GOVERNMENT.

12. ANY DE-WATERING OF WATER DIVERSIONS REQUIRED WHILE

WORKING IN WATERCOURSES ON SITE SHALL BE THE RESPONSIBLITY

OF THE CONTRACTOR. THE COST OF DEWATERING SHALL BE INCLUDED

UNDER THE CONTRACT SUM; NO SEPARATE PAYMENT WILL BE MADE.

13. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING THE SITE PRIOR

TO CONSTRUCTION.

3. ALL FINISHED SURFACES SHALL BE TRUE TO GRADE AND EVEN,

FREE OF ROLLER MARKS AND FREE OF LOW SPOTS WHERE WATER

WILL PUDDLE. THE CONTRACTOR SHALL PERFORM A WATER TEST ON

THE FINISHED SURFACES BY APPLYING SUFFICIENT WATER ON ALL

NEW SURFACES TO TEST THE DRAINAGE PATTERNS, AS DIRECTED BY

THE COR.

4. THE CONTRACTOR SHALL PREVENT AGAINST LOW SPOTS WHERE

WATER CAN COLLECT, AS WELL AS ANY POSSIBLE REDIRECTION OF

RUN-OFF ONTO PRIVATE PROPERTY, AND SHALL TAKE WHATEVER

CORRECTIVE MEASURES ARE NECESSARY. THE CONTRACTOR IS

RESPONSIBLE, AT NO COST TO THE OWNER, TO CORRECT ANY

DELETERIOUS WATER PONDING AREAS.

5. THE CONTRACTOR SHALL KEEP THE ROADWAYS ADJACENT TO THE

PROJECT CLEAR OF SOIL AND DEBRIS AND CONTRACTOR IS

RESPONSIBLE FOR ANY STREET CLEANING NECESSARY DURING THE

COURSE OF THE PROJECT.

6. DURING CONSTRUCTION OPERATIONS IN THE WETLAND AND

ADJACENT AREAS, THE CONTRACTOR SHALL PROTECT ALL VEGETATION

AND WATERCOURSES FROM POLLUTION, SILTATION, AND DISTURBANCE.

SILT FENCES SHALL BE PLACED PRIOR TO EXCAVATION AND

MAINTAINED TO THE SATISFACTION OF THE COR FOR THE DURATION

OF PROJECT.

7. MINIMUM COVER FOR PIPES SHALL BE 1’-6’ FROM FINISHED

GRADE TO TOP OF PIPE, EXCEPT WHERE NOTED OTHERWISE.

8. EROSION CONTROL DEVICES SHALL BE INSPECTED AFTER EVERY

RAINFALL AND SHALL BE CLEANED, REPAIRED OR REPLACED AS

REQUIRED BY THE ENGINEER AT NO ADDITIONAL COST.

9. THERE SHALL BE NO DISCHARGE OF RUNOFF OR OTHER EFFLUENT

OVER OR THROUGH ANY BULKHEAD OR SHORELINE STABILIZATION

STRUCTURE OR INTO ANY TIDAL WETLAND, STREAM OR ADJACENT

AREA.

10. CONTRACTOR SHALL EXERCISE CAUTION DURING EXCAVATION NEAR

EXISTING UTILITIES SHOWN ON PLANS, AND NOTIFY THE COR IF

LOCATION OR CONDITION DIFFERS FROM THAT SHOWN ON PLANS

BEFORE CONTINUING WITH CONSTRUCTION.

11. THE CONTRACTOR SHALL SUPPORT AND HOLD EXISTING UTILITIES

DURING CONSTRUCTION. THE COST SHALL BE DEEMED INCLUDED IN

THE CONTRACT SCOPE.

12. CONTRACTOR WILL COORDINATE 10 DAYS IN ADVANCE OF WORKING

IN THE AREA OF THE AFFECTED UTILITY. FOR CON EDISON, THE POINT

OF CONTACT IS PAT MCGUIRE, 718-319-2395.

ALL BARRIER

VEHICLE(S)

BARRIER VEHICLE

(OPTIONAL)

G20-2

END

ROAD WORK

E 691,750

E 692,000

E 691,750

E 692,000

E 691,750

E 692,000

E 691,750

E 692,000

E 691,750

E 692,000 E 692,000

E 691,750

E 692,000

E 691,750

(SEE NOTE 1)

W4-2R

1"

SHEET OF 41

FINAL DESIGN

PROFESSIONAL SEAL

D

2 3

C

4 5

A

B

US Army Corps of Engineers

GC101

New York District

SHEET

REFERENCE NUMBERALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND

VERIFIED BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL

BE IMMEDIATELY REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS.

DRAWING SHALL NOT BE SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING IF NOT

ONE INCH ON THIS SHEET,

ADJUST SCALES

ACCORDINGLY

NOTES:

1. LEFT LANE CLOSURES ARE SYMMETRICAL TO RIGHT LANE CLOSURES. SUBSTITUTE LEFT LANE

CLOSED SIGN (W20-5) AND THE CORRESPONDING LANE ENDS SIGN (W4-2L).

2. NO WORK ACTIVITY, EQUIPMENT, OR STORAGE OF VEHICLES, OR MATERIAL SHALL OCCUR

WITHIN THE BUFFER SPACE AT ANY TIME.

3. CHANNELIZING DEVICE SPACING (CENTER TO CENTER) SHALL NOT EXCEED 40’ IN THE ACTIVE

WORK SPACE.

4. TRANSVERSE DEVICES SHALL BE REQUIRED (AS PER 619 STANDARD SPECIFICATIONS) WHEN A

PAVED SHOULDER HAVING A WIDTH OF 8’ OR GREATER IS CLOSED FOR A DISTANCE GREATER THAN

1500’.

5. FOR A BARRIER VEHICLE USE REQUIREMENTS SEE TABELS NY1-A AND NY2-A ON NYSDOT

STANDARD SHEET 619-11 TITLED "WORK ZONE TRAFFIC CONTROL LEGENDS AND NOTES".

6. WHEN PAVED SHOULDERS HAVING A WIDTH OF 8’ OR MORE ARE CLOSED, CHANNELIZING

DEVICES SHALL BE USED TO CLOSE THE SHOULDER IN ADVANCE TO DELINEATE THE BEGINNING OF

THE WORK SPACE AND TO DIRECT VEHICULAR TRAFFIC TO REMAIN IN THE TRAVELED WAY.

7. THIS PLAN IS PROVIDED AS A DIAGRAMATIC REFERENCE ONLY AND IS BASED ON NYSDOT

STANDARD SHEET 619-30 TITLED "SINGLE LANE CLOSURE MULTI LANE HIGHWAY." PLEASE REFER

TO THIS DRAWING FOR ADDITIONAL INFORMATION.

NOTE:

ANY LANE CLOSURES

MUST BE COORDINATED

WITH WESTCHESTER

COUNTY DPW TRAFFIC

ENGINEERING (KEVIN

ROSEMAN

914-995-4084) 72

HOURS IN ADVANCE.

NO LANE CLOSURES

BETWEEN 7:00 A.M.

AND 9:30 A.M. AND

3:00 P.M. AND 6:00

P.M.

SCALE: 1"=60’

180’ 240’ 300’120’60’0’

POSTED HEIGHT FOR MAIN

STREET BRIDGE: 10’-2"

DELIVERY ROUTE DIAGRAM

SCALE: 1"=500’-0"

1"

SHEET OF 41

FINAL DESIGN

D

2 3

C

4 5

A

B

US Army Corps of Engineers

GC001

New York District

SHEET

REFERENCE NUMBERWARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND

VERIFIED BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL

BE IMMEDIATELY REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS.

DRAWING SHALL NOT BE SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING IF NOT

ONE INCH ON THIS SHEET,

ADJUST SCALES

ACCORDINGLY

TABLE 6H-4 FORMULAS FOR DETERMINING TAPER LENGTHS

TABLE 6C-3

TAPER LENGTH FOR TEMPORARY

TRAFFIC CONTROL ZONES

TYPE OF TAPER

MERGING TAPER

SHIFTING TAPER

SHOULDER TAPER

DOWNSTREAM TAPER 100 FT. PER LANE

100 FT. MAXIMUM

L/3

L/2

L

TAPER LENGTH (L)

TABLE 619-4

FLARE RATES FOR POSITIVE BARRIER

TABLE NY6H-3

ADVANCE WARNING SIGN SPACING

TABLE NY2-B

PLACEMENT DISTANCE FOR SHADOW VEHICLES

WORK DURATION DEFINITIONS

DISTANCE BETWEEN SIGNS SIGN LEGEND

TEMPORARY CONCRETE BARRIER

TYPE OF POSITIVE BARRIER

11:18:1 16:114:1

11:17:1 9:1 12:1 15:1

20:1

POSTED SPEED LIMIT

YY

AHEAD

AHEAD

AHEAD

1000 FT.

1/2 MILE1 MILE

1500 FT.

1000 FT.

AHEAD

AHEAD

C (FT.)

26401500

B (FT.)A (FT.)

RURAL

URBAN ( _ 45 MPH*)

URBAN (35-40 MPH*)

URBAN ( _ 30 MPH*)

ONE-LANE, TWO-WAY

TRAFFIC TAPER

SPEED LIMIT (S)

(MPH)

(40 MPH) OR LESS

(45 MPH) OR MORE

TAPER LENGTH (L)

(FT.)

L = WS /60

L = WS

LATERAL SHIFT

OF TRAFFIC

FLOW PATH

STANDARD TAPER LENGTHS

125 180

60 85

245 320

110 180

540 600

200 220

660 720

240 260

780 840

(70 MPH)(65 MPH)(60 MPH)(50 MPH)(45 MPH)(40 MPH)(35 MPH)(30 MPH)(25 MPH)

TEMPORARY TRAFFIC CONTROL ZONE POSTED SPEED LIMIT

= TAPER LENGTH

= WIDTH OF OFFSET (FT.)

= PRECONSTRUCTION POSTED SPEED LIMIT (MPH)

L

W

S

THE EXPOSURE CONDITIONS DESCRIBED IN TABLE NY1-A ASSUMES THERE IS NO

POSITIVE PROTECTION (TEMPORARY TRAFFIC BARRIER) PRESENT. WHERE

WORKERS OR HAZARDS ARE PROTECTED BY A TEMPORARY TRAFFIC BARRIER,

BARRIER VEHICLES ARE NOT REQUIRED.

WHERE THE REQUIREMENT IS "OPTIONAL", EITHER A BARRIER VEHICLE OR THE

STANDARD LONGITUDINAL BUFFER SPACE (TABLE 6C-2) SHALL BE PROVIDED.

REQUIREMENTS SHALL INCLUDE PROVIDING A SEPARATE BARRIER VEHICLE FOR

EACH CLOSED LANE AND EACH CLOSED PAVED SHOULDER 8’ OR GREATER IN

WIDTH. IF THE WORK SPACE MOVES WITHIN THE STATIONARY CLOSURE, THE

BARRIER VEHICLE SHALL BE REPOSITIONED ACCORDINGLY. BARRIER VEHICLES

PROTECTING NON-TRANSVERSABLE HAZARDS SHALL REMAIN IN PLACE DURING

BOTH WORKING AND NON-WORKING HOURS UNTIL THE HAZARD NO LONGER

EXISTS. EXCEPTIONS TO THESE REQUIREMENTS MAY BE MADE, AS APPROVED

BY THE REGIONAL DIRECTOR OR HIS/HER DESIGNEE WHERE BARRIER VEHICLE

PLACEMENT WOULD BE INEFFECTIVE OR WOULD INTERFERE WITH THE SAFE

OPERATION OF TRAFFIC.

BARRIER VEHICLES ARE NOT REQUIRED FOR MILLING AND/OR PAVING

OPERATIONS, BUT THE STANDARD LONGITUDINAL BUFFER SPACE (TABLE 6C-2)

SHALL BE PROVIDED.

BARRIER VEHICLES ARE NOT REQUIRED FOR FLAGGING OPERATIONS, BUT THE

STANDARD LONGITUDINAL BUFFER SPACE (TABLE6C-2) SHALL BE PROVIDED.

1.

2.

3.

4.

5.

EXPOSURE CONDITION

WORKERS ON FOOT OR

IN VEHICLES EXPOSED

TO TRAFFIC

WORKERS ON FOOT OR

IN VEHICLES EXPOSED

TO TRAFFIC

FREEWAY

_ 45 MPH 35-40 MPH _ 30 MPH

NON-FREEWAY

(PRECONSTRUCTION POSTED

SPEED LIMIT)

USE REQUIREMENTS

4,5

REQUIRED

REQUIRED

REQUIRED

OPTIONAL

REQUIRED

REQUIRED

OPTIONAL

OPTIONAL

REQUIRED

REQUIRED

OPTIONAL

OPTIONAL

SHOULDER

CLOSURE 3

REQUIRED

OPTIONAL

OPTIONAL

OPTIONAL

CLOSURE

TYPE

LANE

CLOSURE

TABLE NY1-A

BARRIER VEHICLE USE REQUIREMENTS (LONG TERM, INTERMEDIATE TERM, AND

SHORT TERM STATIONARY CLOSURES)

PRECONSTRUCTION

POSTED

SPEED LIMIT (MPH)

155 FT.

DISTANCE

200 FT.

250 FT.

360 FT.

495 FT.

645 FT.

425 FT.

305 FT.

570 FT.60

TABLE 6C-2

LONGITUDINAL BUFFER SPACE

BOX BEAM OR HEAVY

POST CORRUGATED BEAM

30 MPH 40 MPH 50 MPH 55 MPH 65 MPH

EXPRESSWAY / FREEWAY

XX

ROAD TYPE

NOTE :

THE CONTENTS OF THIS SHEET ARE REFERENCED FROM NYSDOT STANDARD

SHEET 619-11 "WORK ZONE TRAFFIC CONTROL LEGEND AND NOTES".

PRECONSTRUCTION

POSTED

SPEED LIMIT

(MPH)

45 - 55

45 100 FT.

180 FT.

230 FT. 330 FT.

280 FT.

200 FT. 100 FT.

150 FT.

180 FT. 280 FT.

250 FT.

200 FT.

MAXIMUMMINIMUMMAXIMUMMINIMUM

(18000 LBS.) (24000 LBS.)

BARRIER VEHICLES*

PLACEMENT DISTANCE (FT.)

PRECONSTRUCTION

POSTED

SPEED LIMIT

(MPH)

45 - 55

100 FT.

100 FT. 200 FT.

200 FT.

165 FT.

100 FT. 200 FT.

165 FT.

100 FT.

MAXIMUMMINIMUMMAXIMUMMINIMUM

(18000 LBS.) (24000 LBS.)

BARRIER VEHICLES*

PLACEMENT DISTANCE (FT.)

TABLE NY2-A

PLACEMENT DISTANCE FOR BARRIER VEHICLES

85 FT.

85 FT.

50 FT.

EXPOSURE CONDITION

FREEWAY

_ 45 MPH 35-40 MPH _ 30 MPH

NON-FREEWAY

(PRECONSTRUCTION POSTED

SPEED LIMIT)

USE REQUIREMENTS

4,5

REQUIRED REQUIRED REQUIRED REQUIRED

SHOULDER

CLOSURE

CLOSURE

TYPE

LANE

CLOSURE

WHEN ANY WORKER,

VEHICLE, OR OTHER HAZARD

IS EXPOSED TO TRAFFIC

2,4 2,4 2,4 2,4

WHEN ANY WORKER,

VEHICLE, OR OTHER HAZARD

IS EXPOSED TO TRAFFIC

REQUIRED REQUIRED REQUIRED REQUIRED

2,4 2,4 2,4 2,4

TABLE NY1-B

SHADOW VEHICLE USE REQUIREMENTS (MOBILE CLOSURES)

3.

4.

* AS DEFINED IN NYSDOT STANDARD SPECIFICATION 619:

BARRIER VEHICLE - VEHICLE USED FOR STATIONARY

SHOULDER CLOSURES, LANE CLOSURES, AND OTHER

STATIONARY WORK ZONES.

MINIMUM DISTANCE SHOWN REFLECTS THE ACTUAL ROLL

AHEAD DISTANCE FROM MANUFACTURER.

(55 MPH)

PROFESSIONAL SEAL

* AS DEFINED IN NYSDOT STANDARD SPECIFICATION 619:

SHADOW VEHICLE - VEHICLE USED FOR MOBILE OR SHORT

DURATION WORK OPERATIONS.

MINIMUM DISTANCE SHOWN REFLECTS THE ACTUAL ROLL

AHEAD DISTANCE FROM MANUFACTURER.

NON-TRAVERSABLE HAZARD

(IE. EQUIPMENT, MAT-

ERIALS, EXCAVATION)

ONLY NO WORKERS EXPOSED

NON-TRAVERSABLE HAZARD

(IE. EQUIPMENT, MAT-

ERIALS, EXCAVATION)

ONLY NO WORKERS EXPOSED

* PRECONSTRUCTION POSTED SPEED LIMIT

URBAN: (MEETS MORE THAN 1 OF THE FOLLOWING CRITERIA)

SIDEWALKS, BICYCLE USAGE, CURBING, CLOSED DRAINAGE SYSTEMS,

DRIVEWAY DENSITIES GREATER THAN 24 DRIVEWAYS PER MILE, MINOR

COMMERCIAL DRIVEWAY DENSITIES OF 10 DRIVEWAYS PER MILE OR

GREATER, MAJOR COMMERCIAL DRIVEWAYS, NUMEROUS RIGHT OF WAY

CONSTRAINTS, HIGH DENSITY OF CROSS STREETS, 85TH PERCENTILE

SPEEDS OF 45 MPH OR LESS.

RURAL: ANY AREA NOT EXHIBITING MORE THAN ONE OF THE ABOVE

CHARACTERISTICS.

EXPRESSWAY: DIVIDED HIGHWAYS FOR TRAFFIC WITH FULL OR PARTIAL

CONTROL OF ACCESS AND GENERALLY WITH GRADE SEPARATIONS

AT MAJOR CROSSROADS.

FREEWAYS/INTERSTATE: LOCAL OR INTER REGIONAL HIGH-SPEED,

DIVIDED,

HIGH-VOLUME FACILITIES WITH FULL OR PARTIAL CONTROL OF ACCESS.

LONG-TERM STATIONARY IS WORK THAT OCCUPIES

A LOCATION MORE THAN 3 CONSECUTIVE DAYS.

INTERMEDIATE-TERM STATIONARY IS WORK THAT

OCCUPIES A LOCATION MORE THAN ONE DAYLIGHT

PERIOD UP TO 3 CONSECUTIVE DAYS, OR

NIGHTTIME WORK LASTING MORE THAN 1 HOUR.

SHORT-TERM STATIONARY IS DAYTIME WORK THAT

OCCUPIES A LOCATION FOR MORE THAN 1 HOUR

WITHIN A SINGLE DAYLIGHT PERIOD.

SHORT DURATION IS WORK THAT OCCUPIES A

LOCATION UP TO 1 HOUR.

MOBILE IS WORK THAT MOVES INTERMITTENTLY

OR CONTINUOUSLY.

A MOBILE CLOSURE SHALL BE USED FOR ANY WORK ACTIVITY THAT MOVES CONTINUOUSLY

OR INTERMITTENTLY ALONG THE TRAVELED WAY OR SHOULDER SLOWER THAN THE

PREVAILING SPEED OF TRAFFIC. CHANNELIZING DEVICES ARE NOT USED FOR MOBILE

CLOSURES.

SHADOW VEHICLES SHALL BE EQUIPPED WITH AN APPROVED REAR MOUNTED ATTENUATOR

(TRUCK MOUNTED OR TRAILER MOUNTED) FOR THE FOLLOWING MOBILE CLOSURES: LANE

CLOSURES ON FREEWAYS, LANE CLOSURES ON NON-FREEWAY ROADWAYS HAVING A

PRE-CONSTRUCTION POSTED SPEED LIMIT OF 35 MPH OR MORE, SHOULDER CLOSURES ON

FREEWAYS, AND SHOULDER CLOSURES ON NON-FREEWAY ROADWAYS HAVING A

PRE-CONSTRUCTION SPEED LIMIT OF 45 MPH OR MORE.

FOR MOBILE LANE CLOSURES ON NON-FREEWAY ROADWAYS HAVING A PRE-CONSTRUCTION

POSTED SPEED LIMIT OF 30 MPH OR LESS AND MOBILE SHOULDER CLOSURES ON

NON-FREEWAY ROADWAYS HAVING A PRE-CONSTRUCTION SPEED LIMIT OF 40 MPH OR

LESS, SHADOW VEHICLES ARE NOT REQUIRED TO BE EQUIPPED WITH A REAR MOUNTED

ATTENUATOR.

A SHADOW VEHICLE IS USED TO PROTECT EXPOSED WORKERS (ON FOOT OR IN A

VEHICLE) AND SHALL BE REQUIRED FOR ALL MOBILE CLOSURES. SHADOW VEHICLE

REQUIREMENTS SHALL INCLUDE PROVIDING A SEPARATE SHADOW VEHICLE FOR EACH

CLOSED LANE AND EACH CLOSED PAVED SHOULDER 8’ OR GREATER IN WIDTH.

ADDITIONAL SHADOW VEHICLES MAY BE REQUIRED TO PROMOTE THE SAFE OPERATION OF

TRAFFIC AND THE INCREASED PROTECTION OF EXPOSED WORKERS, AS DIRECTED BY THE

REGIONAL DIRECTOR OR HIS/HER DESIGNEE.

DESIGN SPEED SHALL BE

45 MPH

NOTE:

SHEET OF 41

FINAL DESIGN

1. THE CONTRACTOR SHALL MAINTAIN A MINIMUM 500’ LONGITUDINAL

DISTANCE BETWEEN CONSTRUCTION OPERATIONS ON ALTERNATE SIDES

OF THE ROADWAY, UNLESS OTHERWISE APPROVED BY THE COR.

2. WHEN TWO OR MORE AREAS ARE ADJACENT, OVERLAP, OR ARE IN

CLOSE PROXIMITY, THE CONTRACTOR SHALL ENSURE THERE ARE NO

CONFLICTING SIGNS AND THAT LANE CONTINUITY IS MAINTAINED

THROUGHOUT ALL WORK AREAS.

GENERAL NOTES

ACTIVITY AREA

SIGNS

CHANNELIZING DEVICES

PUBLIC ACCESS

BARRIER/SHADOW VEHICLES

LANE CLOSURE RESTRICTIONS

ALL EXCAVATIONS LOCATED IN OR IMMEDIATELY ADJACENT TO A

TRAVEL LANE THAT ARE LEFT UNATTENDED SHALL BE PLATED

OVER, UNLESS BARRICADES OR OTHER VEHICULAR PROTECTION

AS APPROVED BY THE ENGINEER ARE IN PLACE. ALL STEEL PLATES

SHALL BE A MINIMUM THICKNESS OF 38mm FOR EXPRESSWAYS

AND 25mm FOR CITY STREETS, OR HEAVIER AS REQUIRED TO

ADEQUATELY CARRY MS23 VEHICLE LOADING ACROSS THE WIDTH

OF THE TRENCH.

THE SIZE OF THE PLATES SHALL BE LARGE ENOUGH TO SPAN

THE TRENCH OPENING, BE FIRMLY PLACED TO PREVENT ROCKING,

AND SHALL OVERLAP THE EDGES OF TRENCHES AND OPENINGS. THE

PLATE SHALL BE RECESSED IN THE PAVEMENT OR SUITABLE HOT

MIX ASPHALTIC RAMPING SHALL BE PROVIDED. ALL PLATING SHALL

BE SECURED BY SPLICING, COUNTERSINKING, OR OTHERWISE

PROTECTED TO PREVENT MOVEMENT.

PLATES SHALL HAVE A NON-SKID SURFACE CREATED BY SANDBLASTING,

THIN ASPHALT BOND, OR APPROVED EQUAL METHOD.

NO PLATING WILL BE ALLOWED WITHIN THE TRAVEL LANES OF A

ROADWAY WITHOUT ADVANCE WRITTEN APPROVAL FROM THE EIC.

3.

4.

TEMPORARY PLATING INCLUDED UNDER ITEM 619.01-

BASIC WORK ZONE TRAFFIC CONTROL

NOTES:

SKID RESISTANT STEEL PLATE

SEE NOTE 3

ENSURE SMOOTH

SURFACE CONDITION

TRENCH LIMIT

TEMPORARY STEEL PLATES OVER TRENCHES

WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

PAVEMENT MARKINGS THAT SHALL BE

REMOVED FOR A LONG TERM PROJECT

LUMINAIRE

FLAG TREE

FLAGGER

DIRECTION OF TRAFFIC

DIRECTION OF TEMPORARY TRAFFIC

DETOUR

CRASH CUSHION/

TEMPORARY IMPACT ATTENUATOR

CHANNELIZING DEVICE

SIGN, TEMPORARY

TEMPORARY BARRIER

TEMPORARY BARRIER WITH WARNING

LIGHTS

TRAFFIC OR PEDESTRIAN SIGNAL

TYPE III BARRICADE

WARNING LIGHTS

WORK SPACE

WORK VEHICLE

WORK VEHICLE WITH TRUCK MOUNTED

ATTENUATOR

CHANGEABLE MESSAGE SIGN (PVMS)

ARROW PANEL TRAILER OR SUPPORT

ARROW PANEL

ARROW PANEL, CAUTION MODE

DESCRIPTION

WORK ZONE TRAFFIC CONTROL LEGEND

PROFESSIONAL SEAL

1. THE TYPICAL DETAILS DEPICTED ON THE STANDARD SHEETS AND

IN THE CURRENT EDITION OF THE MUTCD REFLECT THE MINIMUM

REQUIREMENTS.

2. THE CONTRACTOR MUST SUBMIT TO THE CONTRACTING OFFICER’S

REPRESENTATIVE (COR), IN WRITING, PROPOSED REVISIONS TO THE

TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL FIVE (5) WORK

DAYS PRIOR TO THE PLANNED IMPLEMENTATION OF SUCH PROPOSED

REVISIONS, EXCEPT FOR CHANGES THAT ALTER THE SCOPE OF THE

TRAFFIC CONTROL PLAN. SUCH CHANGES IN SCOPE MUST BE

SUBMITTED TO THE COR FOR APPROVAL THIRTY (30) WORKING DAYS

PRIOR TO IMPLEMENTATION OF SUCH REVISIONS. 3. THE

CONTRACTOR SHALL PROVIDE THE COR, IN WRITING, WITH THE NAMES,

ADDRESSES, AND TELEPHONE NUMBERS OF STAFF WHO ARE AUTHORIZED

TO SECURE LABOR, MATERIALS, AND EQUIPMENT FOR EMERGENCY

REPAIRS OUTSIDE NORMAL WORKING HOURS. THE COR WILL PROVIDE

THE SUBMITTED INFORMATION TO ALL LOCAL TRAFFIC CONTROL

REPRESENTATIVES.

1. PROPERTY OWNERS WHOSE DRIVEWAYS WILL BE MADE

INACCESSIBLE SHALL BE NOTIFIED BY THE CONTRACTOR AT LEAST 24

HOURS PRIOR TO RESTRICTING USE OF THE DRIVEWAY. FOR

MULTIPLE ACCESS PROPERTIES, AT LEAST ONE DRIVEWAY SHALL BE

OPEN AT ALL TIMES. ACCESS SHALL BE RESTORED TO ALL

DRIVEWAYS AS SOON AS POSSIBLE.

2. SUITABLE RAMPS SHALL BE INSTALLED TO MAINTAIN SMOOTH

TRANSITIONS FROM RESIDENTIAL AND COMMERCIAL DRIVEWAYS TO AND

FROM THE WORK AREA.

1. WHERE POSSIBLE ALL CHANNELIZING AND GUIDING DEVICES ARE

TO BE PLACED SO AS TO PROVIDE A MINIMUM 2’-0" LATERAL

CLEARANCE TO THE TRAVELED WAY.

1. THE CONTRACTOR SHALL LOCATE LANE CLOSURES TO PROVIDE

OPTIMUM VISIBILITY (I.E., BEFORE CURVES AND CRESTS), TO THE

EXTENT CONDITIONS PERMIT.

2. THE COR MAY REQUIRE THAT ALL LANES BE RE-OPENED AT ANY

TIME IF THE ROUTE IS NEEDED FOR EMERGENCY PURPOSES. THIS

COULD INCLUDE INCIDENTS AT LOCATIONS OUTSIDE THE CONTRACT

LIMITS.

1. UNLESS AUTHORIZED BY THE COR, THE MINIMUM LANE WIDTHS FOR

WORK ZONE TRAVEL LANES SHALL BE AS FOLLOWS:

A. FREEWAYS AND/OR EXPRESSWAYS IS 11’.

B. THE MINIMUM LANE WIDTH FOR ALL OTHER TYPES OF ROADWAYS IS

10’.

2. THE CONTRACTOR SHALL PROVIDE A WRITTEN NOTICE TO THE COR, A

MINIMUM OF 21 CALENDAR DAYS IN ADVANCE OF PERFORMING ANY WORK

THAT RESULTS IN THE REDUCED WIDTH OF AN EXISTING ROADWAY, SO

THAT THE COR MAY NOTIFY THE REGIONAL PERMIT ENGINEER IN A

TIMELY MANNER. WHERE POSSIBLE ALL CHANNELIZING AND GUIDING

DEVICES ARE TO BE PLACED SO AS TO PROVIDE A MINIMUM 2’ LATERAL

CLEARANCE TO THE TRAVELED WAY.

1. BARRIER AND SHADOW VEHICLES SHALL BE REQUIRED AS PER

STANDARD SHEET TITLED "WORK ZONE TRAFFIC CONTROL LEGENDS AND

NOTES".

2. NO WORK ACTIVITY, EQUIPMENT, VEHICLES AND/OR MATERIALS

SHALL BE LOCATED BETWEEN THE BARRIER OR SHADOW VEHICLE AND

THE ACTIVE WORK AREA (ROLL AHEAD DISTANCE).

3. THE CONTRACTOR MAY BE REQUIRED TO PROVIDE A BARRIER

VEHICLE IN CONJUNCTION WITH POLICE PRESENCE IN THE WORK

ZONE, TO BE INCLUDED IN THE UNIT BID PRICE FOR BASIC WORK

ZONE TRAFFIC CONTROL.

NOTE: THE CONTRACTOR MUST OBTAIN A PERMIT FROM WESTCHESTER

COUNTY DPW (CONTACT: MIKE DISPENZA 914-995-2594) PRIOR TO

THE START OF WORK, AND ANY LANE CLOSURES MUST BE COORDINATED

WITH WESTCHESTER COUNTY DPW TRAFFIC ENGINEERING DEPT.

(CONTACT: KEVIN ROSEMAN 914-995-4084) 72 HOURS

IN ADVANCE.

NO LANE CLOSURES ARE PERMITTED DURING THE FOLLOWING HOURS:

7:00 A.M. TO 9:30 A.M.

3:30 P.M. TO 6:00 P.M.

NOTE:

THIS LEGEND IS REFERENCED FROM NYSDOT

STANDARD SHEET 619-11 "WORK ZONE TRAFFIC

CONTROL LEGEND AND NOTES".

VARIES

VARIES

2’VARIES

VARIES

2’

SYMBOL

D

2 3

C

4 5

A

B

US Army Corps of Engineers

GC002

New York District

SHEET

REFERENCE NUMBERALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND

VERIFIED BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL

BE IMMEDIATELY REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS.

DRAWING SHALL NOT BE SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING IF NOT

ONE INCH ON THIS SHEET,

ADJUST SCALES

ACCORDINGLY

LANE CLOSURES

LANE WIDTHS

1. THE LOCATIONS OF THE SIGNS SHOWN ON THE WORK ZONE TRAFFIC

CONTROL PLANS AND DETAILS MAY BE ADJUSTED BASED ON SIGHT

DISTANCE AND OTHER CONSIDERATIONS. THE FINAL LOCATIONS OF

SIGNS ARE SUBJECT TO APPROVAL OF THE COR.

2. ANY EXISTING SIGNS, INCLUDING OVERHEAD SIGNS, WHICH

CONFLICT WITH THE TEMPORARY TRAFFIC CONTROL SIGN LAYOUT SHALL

BE COVERED, REMOVED, STORED OR RESET, AS APPROVED BY THE COR.

ALL APPROPRIATE EXISTING SIGNS SHALL BE RESTORED TO THEIR

ORIGINAL CONDITION AND/OR LOCATION UNLESS OTHERWISE REPLACED

IN THIS CONTRACT.

3. SIGNS AT OR NEAR INTERSECTIONS SHALL BE PLACED SO THAT

THEY DO NOT OBSTRUCT A MOTORIST’S LINE OF SIGHT.

4. ALL WARNING AND REGULATORY SIGNS SHALL BE POSTED ON BOTH

SIDES OF MULTI-LANE DIVIDED HIGHWAYS, MULTI-LANE RAMPS, AND

ONE-WAY STREETS. IN CASES WHERE LANE RESTRICTIONS REDUCE THE

TRAVEL LANE TO ONE LANE, SIGNS SHALL BE POSTED ON THE RIGHT

SIDE OF THE ACTIVE TRAVEL LANE, UNLESS OTHERWISE AUTHORIZED

BY THE COR.

5. SIGNS MOUNTED ON THE MEDIAN OF DIVIDED HIGHWAYS WHERE

MEDIAN BARRIER IS IN PLACE MAY BE MOUNTED ON THE BARRIER WITH

A SADDLE TYPE BRACKET. LAYING THE SIGN DOWN IN A HORIZONTAL

POSITION IS NOT PERMITTED.

6. THE DIMENSIONS OF WORK ZONE TRAFFIC CONTROL SIGNS ARE

DESCRIBED IN THE MUTCD. ANY CHANGES TO THE DIMENSIONS SHALL

BE APPROVED BY THE REGIONAL DIRECTOR OR BY HIS/HER DESIGNEE.

7. NYR9-12 MAY BE USED IN PLACE OF NYR9-11.

NOT TO SCALE

20 20 40

DRAWN BY:

DA

09-127

DM

BC/DJM

D

2 3

C

4 5

A

B

US Army Corps of Engineers

V-101

New York District

WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED

AND VERIFIED BY THE CONTRACTOR AT THE SITE, ANY

DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO THE

GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

SHEET

REFERENCE NUMBER

0 1"

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING IF NOT

ONE INCH ON THIS SHEET,

ADJUST SCALES

ACCORDINGLY

PROJECT: FIELD SURVEY BY:

CHECKED BY:

SHEET OF 41

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

PROFESSIONAL SEAL

S

Y

SMHET

GV

LEGEND

WATER MAIN

DRAINAGE PIPE

GAS MAIN

SANITARY SEWER MAIN

ELECTRICAL LINE

MANHOLES

DRAIN INLETS/CATCH BASINS

GAS VALVE

WATER VALVE

HYDRANT

WATER SHUT OFF VALVE

UTILITY POLE

LIGHT POST

LEGEND

FINAL DESIGN

BELOW GROUND UTILITIES SHOWN HEREON AS PER

DELINEATION BY OTHERS.

PAINT MARKS SET IN STREET BY OTHERS AND UTILITY

MAPS SUPPLIED BY THE CITY OF WHITE PLAINS

DEPARTMENT OF PUBLIC WORKS.

SURVEYED: AUGUST 20, 2009

MAP PREPARED: SEPTEMBER 24, 2009

MAP REVISED: OCTOBER 9, 2009 TO SHOW TOPOGRAPHY AT

1’ CONTOUR INTERVALS AND ADDITIONAL UTILITY LOCATIONS

ONLY COPIES FROM THE ORIGINAL OF THIS TOPOGRAPHY MAP

MARKED WITH AN ORIGINAL OF THE LAND SURVEYORS EMBOSSED

SEAL SHALL BE CONSIDERED TO BE TRUE, VALID COPIES.

UNAUTHORIZED ALTERATION OR ADDITION TO A MAP BEARING A

LICENSED LAND SURVEYORS SEAL IS A VIOLATION OF SECTION

7209, SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW.

POSSESSION ONLY WHERE INDICATED.

ADJACENT PROPERTY LINES AND EASEMENTS NOT SURVEYED OR

CERTIFIED.

ACCESS TO ADJACENT RIGHTS OF WAY, EASEMENTS AND PUBLIC OR

PRIVATE LANDS NOT GUARANTEED OR CERTIFIED.

THE LOCATION OF UNDERGROUND UTILITIES ARE NOT SHOWN OR

CERTIFIED.

ENCROACHMENTS AND STRUCTURES BELOW GRADE, IF ANY, NOT

SHOWN OR CERTIFIED.

SUBJECT TO COVENANTS, EASEMENTS, RESTRICTIONS, CONDITIONS

AND AGREEMENTS OF RECORD.

NOTES: ELEVATION DATUM SHOWN HEREON AS PER DATUM PROVIDED BY

WESTCHESTER COUNTY DEPARTMENT OF PLANNING.

HORIZONTAL NORTHING/EASTING COORDINATES ARE RELATIVE TO NORTH

AMERICAN DATUM 1983 NEW YORK EASTERN ZONE 3101.

SURVEY PREPARED BY:

THOMAS C. MERRITTS

LAND SURVEYOR, PC.

394 BEDFORD ROAD

PLEASANTVILLE, NY 10570

914-769-8003

NY STATE LISCENSED LAND SURVEYOR

NO. 049510

MAP SHOWING

PART OF BRONX RIVER

PREPARED FOR

WESTCHESTER COUNTY

SITUATED IN THE

CITY OF WHITE PLAINS

WESTCHESTER COUNTY, NEW YORK

SCALE: 1" = 20’

VERTICAL ELEVATION DATUM IS IN NATIONAL GEODETIC VERTICAL DATUM OF 1929.

GVGVGVGVGVGV

MH

GVSS

18" MAPLE

24" MAP

10" MAPLE

20" TREE

6" MAPLE

20" MAPLE 8" MAPLE

14" TREE

6" TW TREE

22" PINE

10" MAPLE

8" MAPLE

14" TREE

8" TREE

15" TREE

12" TRI TREE

12" TRI TREE

16" TREE(DEAD)

16" TREE 8" TREE

12" TW TREE

8" MAPLE

4"

TRI

TREE

16" TRI TREE

18" TREE

8" MAPLE

20" WILLOW

10" TREE

6" TW

TREE

12" TREE

8" MAPLE

8" MAPLE

8" MAPLE

8" TRI MAP 16" TREE

6" TREE

6" TREE 10" TRI TREE

8" MAPLE

16" MAPLE

12" TRI TREE

20" TREE

8" TREE

18" MAPLE

24" MAPLE

12" TREE

176.38

175.53

181.15

182.83

174.14

174.39

174.76

176.09

176.51

178.34

182.29

182.24

181.36

182.08

175.19

174.76

184.16 184.13

184.03

184.50

182.14

179.67

174.39

172.97

179.44 183.18

182.63

183.52

174.53

180.39

177.73

174.57

178.15

180.91

183.72

183.57

184.15

184.37

183.15 183.52

182.85

181.65 180.14

183.20

183.06

180.21

182.78 182.24

179.58

182.21 182.30

181.51

182.33

180.01 178.81

178.82 178.63

180.94

179.02

180.93 179.94 179.83

179.19

178.12

183.93

183.85 183.88

183.75 183.60

183.38 183.45

181.99

182.03

181.88182.78 182.11182.59

183.26

183.69 183.07

175.51175.39

175.20 175.33

175.14

174.30174.28

174.64

175.33

175.34

175.56

175.51

175.22

183.86

184.11

184.30

183.21

183.98

184.00

183.18

183.39

183.74

183.77

183.09

183.64

183.51

184.24

183.91

183.79

183.64

183.76

183.95183.59

183.57

183.33

183.14 183.29

183.02

183.12 183.06

175.71

WATER ELEV

GR

WATER ELEV

182.83 182.70

178.63

180.94

178.34

182.86

178.85

183.21 183.15

181.58

174.91

175.22 175.51

183.70

182.54

182.55

183.21

183.98

182.60

182.47

183.15

183.87

183.99

GV

EE

GVS

24" PINE

18" PINE

24" PINE

12" TREE

14" CLMP MAP

20" OAK

28" PINE

14" TW MAP

12" TREE

8" BIRCH

14" TREE

12" TREE

12" TREE

8" TREE

12" TREE

10" TW CHRY

18" TREE

18" TW CHRY

12" TREE

18" TREE

10" TW TREE

12" TREE

12" TREE

10" TREE

20" TREE

18" TREE

18" TREE

12" TREE

18" TREE

24" TW TREE

12" TREE

12" TREE

20" TREE

8" TREE

20" TREE

24" OAK

18" TREE

12" WALNUT

12" WALNUT

14" WILLOW

16" WALNUT

12" WALNUT 14" TREE

16" TREE

6" TRI TREE

8" MAPLE

8" MAPLE

18" TREE

18" TWSYCAMORE

10" TW TREE

4" CLMP TREE

182.70

182.86

179.91

178.85

183.15

175.51

183.70

182.54

182.60

182.47

180.76

182.67

176.14

176.55 176.47

176.82

177.31

177.14

177.05

177.22

177.01

176.75

176.35

176.20

176.69

176.88

176.19

176.90

176.69

177.40

176.47 178.66

176.65

176.78

178.69

176.50

179.17

179.76

176.76

179.00179.54

178.32

182.49

176.63

176.93177.07

177.05

177.29

177.00

176.87 176.85

176.97

176.90

178.63 176.84

176.31

177.02

176.67

177.07177.87

179.12

178.45

179.35

182.00

181.02 181.47

181.11

180.22 178.97

176.58 176.57

182.45182.63182.50 182.87

178.41

180.95

180.06

178.52

177.69

177.41

177.26

176.86

180.39

179.87

183.05 183.06

181.38

175.30

175.43

175.39 175.09

175.21

174.50

174.68 174.51

175.19 175.10 175.17

175.41

175.09

175.34 175.34

174.57

174.43

175.04

181.82 182.46

183.02

182.90

182.21 181.56

180.48

175.22 175.37

175.49

177.99

176.69

177.20

177.23

177.10

175.68

176.70

175.99

177.65

176.68

176.71

175.92 176.61

176.85

176.26 177.19

175.91

176.23

177.66

177.23 179.12

176.58

176.29 176.44

176.33

176.94

177.20

176.82176.70

177.46

177.20 177.07

180.21 180.75

179.60

180.50

180.73

178.77 177.81

177.33

180.27

180.73

177.56

176.91

176.84

176.39176.50

176.63

176.93

177.05

178.48 181.60

181.30

181.01

181.58

181.62

180.83

181.35

181.31

182.08 182.22

182.48

182.50 182.44

182.43182.45

175.20

175.12

175.22

175.24 174.95

175.44 175.07

174.92

175.63

174.58

174.49 174.70

174.52

174.66

GR

174.57

175.04

174.94

174.97 175.17

175.14

174.96

174.89 174.92

175.17 174.78

174.56

175.14

174.84

174.95

181.44

180.83

179.88

179.70

181.90 181.39

WATER ELEV

GR

WATER ELEV

GR

WATER ELEV

175.17

176.41

180.32

181.30

175.04

174.27

180.32

181.30

181.23

175.04

174.27

174.80

181.58

182.49

174.63

20 20 40

DRAWN BY:

D

2 3

C

4 5

A

B

US Army Corps of Engineers

V-102

New York District

WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED

AND VERIFIED BY THE CONTRACTOR AT THE SITE, ANY

DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO THE

GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

SHEET

REFERENCE NUMBER

0 1"

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING IF NOT

ONE INCH ON THIS SHEET,

ADJUST SCALES

ACCORDINGLY

FIELD SURVEY BY:

CHECKED BY:

PROJECT:

09-127

DA DM

BC/DJM

SHEET OF 41

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

PROFESSIONAL SEAL

S

Y

SMHET

GV

WATER MAIN

DRAINAGE PIPE

GAS MAIN

SANITARY SEWER MAIN

ELECTRICAL LINE

MANHOLES

DRAIN INLETS/CATCH BASINS

GAS VALVE

WATER VALVE

HYDRANT

WATER SHUT OFF VALVE

UTILITY POLE

LIGHT POST

LEGEND

FINAL DESIGN

BELOW GROUND UTILITIES SHOWN HEREON AS PER DELINEATION BY OTHERS.

PAINT MARKS SET IN STREET BY OTHERS AND UTILITY MAPS SUPPLIED BY THE

CITY OF WHITE PLAINS DEPARTMENT OF PUBLIC WORKS.

SURVEYED: AUGUST 20, 2009

MAP PREPARED: SEPTEMBER 24, 2009

MAP REVISED: OCTOBER 9, 2009 TO SHOW TOPOGRAPHY AT

1’ CONTOUR INTERVALS AND ADDITIONAL UTILITY LOCATIONS

ELEVATION DATUM SHOWN HEREON AS PER DATUM…