September 2013 - Government of New York

September 2013

GENERAL UTILITY NOTES: GENERAL WATER MAIN NOTES: WATER MAIN CLEARANCE NOTES:

F.D.N.Y. BUREAU OF COMMUNICATIONS GENERAL NOTES:

BE LESS THAN (6").

BEARING PRESSURE ON THE SEWER PIPE. IN NO CASE, HOWEVER, SHOULD THIS CLEARANCE

FILLED UNDERNEATH WITH LAYERS OF COMPRESSIBLE MATERIAL TO AVOID EXCESSIVE

CROSSING, IS (1.0 FT) OR LESS, THE WATER MAIN IS TO BE SUPPORTED BY A TRUSS AND

TOP OF AN EXISTING SEWER AND THE BOTTOM OF THE PROPOSED WATER MAIN, AT THEIR

(II) FOR WATER MAINS CROSSING OVER SEWERS: WHEREVER THE CLEARANCE BETWEEN THE

ONE HALF THE SEWER DIAMETER.

WATER MAIN AND THE CENTERLINE OF THE SEWER SHOULD NOT BE LESS THAN (6.0 FT) PLUS

OF THE SEWER CRADLE IS LESS THAN (10’), THE CLEARANCE BETWEEN THE OUTSIDE OF THE

(I) FOR WATER MAINS INSTALLED PARALLEL TO SEWERS: WHERE DEPTH TO THE BOTTOM

THE COURSE OF THIS WORK ARE AS FOLLOWS:

SUPPLY AND WASTEWATER COLLECTION, REGARDING CLEARANCES TO BE MAINTAINED DURING

2. WITH RESPECT TO WATER MAIN INSTALLATIONS, THE DEPARTMENT’S BUREAU OF WATER

SPECIFIED ON THE CONTRACT PLANS.

COVER PROTECTION. TYPE AND SIZE OF THE SHALLOW COVER PROTECTION SHALL BE

1. ALL WATER MAINS WITH A COVER LESS THAN 2’-6" SHALL BE PROTECTED BY SHALLOW

UTN-01

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UTILITY NOTES

QUEENS.

WESTBOUND STRUCTURES AS WELL AS ON THE TEMPORARY BRIDGES IN BROOKLYN AND

12. FIRE DEPARTMENT STANDPIPES SHALL BE REQUIRED ON BOTH EASTBOUND AND

EXCAVATION AND DISPOSAL.

INSTALLATIONS. REMOVED LINES SHALL BE PAID UNDER ITEM 203.02, UNCLASSIFIED

(A.O.B.E.) AFTER DEACTIVATION , WHEN IN CONFLICT WITH PROPOSED UTILITY

11. ALL EXISTING FDNY COMMUNICATION LINES TO BE ABANDONED SHALL BE REMOVED

THE DEP, BWSO FOR APPROVAL PRIOR TO FABRICATION PURCHASING.

FROM THE APPROVED MANUFACTURER SHALL BE SUBMITTED THROUGH THE RESIDENT ENGINEER TO

COMPLIANCE WITH APPLICABLE NYCDEP STDS. AND ALL SHOP DRAWINGS AND CATALOG CUTS

2) ALL PIPES, FLANGES, INSULATION, ALUMINUM JACKETING, ETC. SHALL BE IN STRICT

1) EACH LENGTH OF PIPE SHALL BE SUPPORTED BY TWO SUPPORTS MINIMUM.

OF NYCDEP STANDARDS AND SHALL BE AS FOLLOWS:

10. THE RULES GOVERNING FINAL PIPE ALIGNMENT SHALL COMPLY WITH THE REQUIREMENTS

FABRICATION.

OF AND COMPLYING TO ALL THE REQUIREMENTS OF GEOMETRY DRAWINGS PRIOR TO THE PIPE

CONNECTIONS AND SUPPORTS SHALL BE SUBMITTED DURING CONSTRUCTION IN THE FORMAT

SHOWN SCHEMATICALLY. EXACT ALIGNMENTS OF THE PIPE, LOCATION OF PIPE JOINTS AND

9. THE ALIGNMENT OF THE PIPES, LOCATION OF PIPE JOINTS AND CONNECTIONS ARE

REMOVALS.

8. THE CONTRACTOR SHALL COORDINATE ALL UTILITY WORK WITH ITS INSTALLATIONS AND

REPAIR SHALL BE BORNE BY THE CONTRACTOR.

SHALL BE ACCEPTABLE TO THE ENGINEER AND THE SUBJECT UTILITY OWNER. COST FOR

CEASE HIS REPAIR WORK UNTIL SERVICE IS RESTORED. ALL CORRECTIVE UTILITY WORK

ENGINEER, AND SHALL COMMENCE WORK AS INSTRUCTED TO RESTORE SERVICE AND MAY NOT

INTERRUPTION IN SERVICE, HE OR SHE SHALL IMMEDIATELY NOTIFY ITS OWNER AND THE

7. IN THE EVENT THE CONTRACTOR DAMAGES ANY EXISTING UTILITY, CAUSING ANY

CONSTRUCTION ACTIVITIES SHALL BE REMOVED UNDER ITEM 203.03.

ACTIVITIES, THEY ARE DISCONTINUED AND OUT OF SERVICE. ALL PANELS FOUND DURING

6. IF ANY NYPD UNDERGROUND PANELS ARE DISCOVERED DURING CONSTRUCTION

CALL BOXES AT NO CHARGE.

THAT CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED. THE NYPD WILL REPLACE THE

CONSTRUCTION HAS BEEN COMPLETED, THE E.I.C. SHALL CALL THE NYPD AND ALERT THEM

IDENTIFICATION NUMBER SHALL BE NOTED WHEN THE REQUEST IS MADE. AFTER

STORE THE CALL BOX AND ASSOCIATED EQUIPMENT. THE AFFECTED CALL BOX

MINIMUM OF 1 WEEK PRIOR TO REMOVAL OF THE CALL BOX. THE NYPD WILL REMOVE AND

CALL BOX. THE E.I.C. SHALL CONTACT SERGEANT CHRIS DECKER AT (646) 610-8857 A

5. NYPD CALL BOXES SHALL BE REMOVED 1 WEEK PRIOR TO CONSTRUCTION IMPACT TO THE

RESPONSIBILITY TO RESTORE ALL DISTURBED AREAS AS DIRECTED BY THE E.I.C.

4. THROUGHOUT THE DURATION OF CONSTRUCTION IT SHALL BE THE CONTRACTOR’S

HOLE LOCATIONS PLAN" DATED 08-31-2012

CONTRACT. CONTRACTOR SHALL REFER TO S.U.E. PLANS AND FIELD SHEETS TITLED "TEST

ADDITIONAL UTILITY DESIGNATION WAS PERFORMED UNDER A SEPARATE S.U.E. 3.

BE NOTIFIED.

EXCAVATION). IF A CONFLICT IS SUSPENDED, THE RESPECTIVE UTILITY COMPANIES SHALL

UTILITY CONFLICT. PAYMENT SHALL BE INCLUDED UNDER ITEM 206.05 (TEST PIT

(A.O.B.E.) TO DETERMINE THE EXACT LOCATION OF ANY UNDERGROUND OBSTRUCTION OR

SPECIFIED ON THE PLANS. THE CONTRACTOR WILL BE REQUIRED TO DIG TEST HOLES

2. THE EXISTING UTILITIES ARE DESIGNATED AS QUALITY LEVEL C (QLC) UNLESS

MAINTAINED THROUGHOUT THE DURATION OF DISTURBANCE.

ANY UNDERGROUND UTILITIES ENCOUNTERED DURING EXCAVATION SHALL BE SUPPORTED AND

AND TO ENSURE POSITIVE DRAINAGE OR THE EXISTING UTILITY RELOCATED (A.O.B.E.).

WITH ANY TYPE OF DRAINAGE, INSTALLATION SHALL BE ADJUSTED TO AVOID THE CONFLICT

DURING THE CONSTRUCTION OF THIS PROJECT. IN THE EVENT CONFLICTS ARE IDENTIFIED

UNDERGROUND UTILITIES WITHIN THE PROJECT AREA. EXTREME CAUTION SHOULD BE USED

1. THE CONTRACTOR’S ATTENTION IS DIRECTED TO THE FACT THAT THERE ARE BURIED

OF ALL INFORMATION OBTAINED FROM THESE DRAWINGS BEFORE PUTTING IT TO USE.

PRESENT ACCURACY OR SUFFICIENCY. THE CONTRACTOR MUST MAKE HIS OWN FIELD CHECK

POSSESSION OF THE CITY, WITHOUT ANY WARRANTY, EXPRESSED OR IMPLIED, AS TO

CONTRACTOR, ARCHITECT, ENGINEER, AGENCY, ETC., ONLY AS INFORMATION IN THE

11. F.D.N.Y. BASE MAP DISCLAIMER - DRAWINGS ARE MADE AVAILABLE TO THE

NY 11231.

TO THE BUREAU OF COMMUNICATIONS ENGINEERING OFFICE AT 87 UNION STREET, BROOKLYN

UTILITY PLAN SHEETS AND/OR HAND SKETCHES OF "AS BUILT" CHANGES MUST BE PROVIDED

ALARM FACILITIES, ONE HARD COPY AND ONE ELECTRIC COPY (PDF FORMAT) OF PROPOSED

10. AT THE CLOSE OF ANY PROJECT INVOLVING CONSTRUCTION OR ALTERATIONS TO FIRE

POST TO THE NEW POST

IN THE MANHOLES AND TRANSFER THE ALARM BOX HEAD FROM THE EXISTING FIRE ALARM

9. FIRE DEPARTMENT COMMUNICATIONS ELECTRICIANS WILL MAKE ALL LIVE CABLE SPLICES

STOREHOUSE BY THE CONTRACTOR.

8. OLD DEACTIVATED FIRE ALARM POSTS SHALL BE RETURNED TO THE FIRE DEPARTMENT

TO TERMINAL BOXES.

FIRE COMMUNICATIONS TO ATTEND A BRIEF TUTORIAL ON TERMINATING FIRE ALARM CABLES

7. THE ELECTRICAL SUBCONTRACTOR MUST MAKE AN APPOINTMENT WITH THE BUREAU OF

FROM THE FIRE DEPARTMENT. PICK UP HOURS ARE BETWEEN 08:30 AND 1:30.

FORTY-EIGHT (48) HOURS IN ADVANCE TO ARRANGE FOR PICKUP OF MATERIALS PURCHASED

COMMUNICATIONS, TELEPHONE (718) 624-3752 OR (718) 624-3752, AT LEAST

CONTRACTOR SHALL ALSO NOTIFY THE FIRE DEPARTMENT’S BUREAU OF FIRE

(718) 624-3752 FOR THE LATEST MATERIAL COST OF FIRE COMMUNICATION ITEMS. THE

CONTRACTOR SHALL CONTACT THE BUREAU OF FIRE COMMUNICATIONS AT (718) 624-3752 OR

STOREHOUSE, 87 UNION STREET, BROOKLYN, NY 11231-1416. PRIOR TO BIDDING, THE

FIRE ALARM CABLES MUST BE PURCHASED AND PICKED UP FROM THE FIRE DEPARTMENT

6. ANY REQUIRED FIRE ALARM POST, SUBBASE AND HARDWARE, WIRE TERMINAL BOXES AND

MANHOLE AND MAKE ALL TRANSFERS OF ALARM BOXES AND/OR AERIAL CABLES.

COMMUNICATIONS ELECTRICIANS WILL PERFORM THE LIVE SPLICING OPERATIONS IN

CLEARED BY THE CONTRACTOR TO THE SATISFACTION OF THE ENGINEER. THE F.D.N.Y.

SCHEDULED ITEMS. ANY OBSTRUCTION ENCOUNTERED IN PULLING THE CABLE SHALL BE

DEPARTMENT FACILITIES, CONDUITS, CABLES, ETC., UNDER THE APPROPRIATELY

5. THE CONTRACTOR SHALL BE REQUIRED TO FURNISH AND INSTALL ALL NECESSARY FIRE

COMMUNICATIONS, 87 UNION STREET, BROOKLYN, NEW YORK 11231-1416.

CONTRACTOR FOR REFERENCE AT THE NEW YORK CITY FIRE DEPARTMENT, BUREAU OF FIRE

OF REPLACEMENT OF THE FIRE COMMUNICATIONS SYSTEM, WILL BE MADE AVAILABLE TO THE

4. THE LATEST REGULATIONS, SPECIFICATIONS AND STANDARDS INVOLVED IN THIS WORK

AND UNDER THE DIRECTION OF THE FIRE DEPARTMENT ENGINEER.

REGULATIONS, SPECIFICATIONS AND STANDARDS OF THE NEW YORK CITY FIRE DEPARTMENT

3. ALL FIRE DEPARTMENT WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST

ACCORDANCE WITH FIRE DEPARTMENT REQUIREMENTS.

BE HELD RESPONSIBLE AND SHALL REPLACE THEM AT HIS/HER OWN EXPENSE AND IN

COMMUNICATION SYSTEM EQUIPMENT OR FACILITIES ARE DAMAGED, THE CONTRACTOR WILL

OPERATION, FIRE ALARM SERVICE IS INADVERTENTLY INTERRUPTED OR FIRE

ALARM BOXES AND POSTS MUST REMAIN ACCESSIBLE. IF, DUE TO THE CONTRACTOR’S

AND PROVISIONS MADE FOR THEIR CONTINUOUS OPERATION DURING CONSTRUCTION. ALL

2. ALL EXISTING FIRE ELASTOMERIC COMMUNICATION FACILITIES SHALL BE PROTECTED

LEAST ONE (1) MONTH IN ADVANCE PRIOR TO COMMENCEMENT OF WORK.

CONTACT PLANT OPERATIONS ENGINEERING AT (718) 624-4194 OR (718) 624-3752 AT

MARKOUTS OF FIRE COMMUNICATIONS UNDERGROUND FACILITIES, THE CONTRACTOR MUST

FDNY BASE MAPS AT 87 UNION STREET, BROOKLYN, NY 11231. TO REQUEST STREET

MONTH IN ADVANCE OF STARTING CONSTRUCTION AND TO MAKE AN APPOINTMENT TO PICK UP

COMMUNICATIONS, TELEPHONE (718) 624-4194 OR (718) 624-3752, AT LEAST ONE (1)

1. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT’S BUREAU OF FIRE

PROJECT REQUIREMENTS.

FOR THE ABANDONED MAINS, AND SHALL DISPOSE OF ALL ITEMS IN ACCORDANCE WITH THE

19. THE CONTRACTOR SHALL REMOVE ALL ABANDONED HYDRANTS AND ASSOCIATED VALVES

PROJECT LIMIT, WITHOUT FIRST CONSULTING THE NYCDEP BWSO DISTRIBUTION ENGINEER.

18. THE DESIGN BUILD CONTRACTOR SHALL NOT REMOVE ANY FIRE HYDRANT WITHIN THE

AND VARICK STREET.

MINIMUM OF ONE (1) WEEK PRIOR TO ANY WORK AT THE INTERSECTION OF MEEKER AVENUE

17. THE DESIGN BUILD CONTRACTOR SHALL NOTIFY NYCDEP’S BWSO AT 718-595-5752, A

APPROVED BY THE RESIDENT ENGINEER, FOR THE BUREAU’S FILES.

CONTRACTOR SHALL SUBMIT TO NYCDEP, FIVE (5) COMPLETE SETS OF AS-BUILT DRAWINGS,

16. AFTER WATER MAIN WORK UNDER THE CONTRACT IS SATISFACTORILY COMPLETED, THE

ACCORDANCE WITH THE NYCDEP STANDARD WATER MAIN SPECIFICATIONS.

WATER MAINS VARY BY SIZE AND MATERIAL. ALL PIPE THICKNESS SHALL BE IN

15. DIA. REPRESENTS NOMINAL PIPE SIZE (NPS). ACTUAL OUTSIDE DIAMETER OF THE

CONSTRUCTION FOR NYC DEP APPROVAL.

SHOP DRAWINGS FOR CUSTOMIZED PIER AND PLATE DETAILS FOR THE WATER MAIN

OF PIER AND PLATE AS PER NYC DEP STANDARD DRAWINGS, THE CONTRACTOR SHALL SUBMIT

NUMBERS: 46464-Z. IF ADJACENT UTILITY INTERFERENCES RESTRICT THE CONSTRUCTION

PIER AND PLATE THE WATER MAIN IN ACCORDANCE WITH NYC DEP STANDARD DRAWING

HAVE LESS THAN (3 FEET) OF COVER, BUT MORE THAN OR EQUAL TO (2 FEET) OF COVER,

COVER SHALL NOT BE LESS THAN (2 FEET). DUE TO FIELD CONDITIONS, IF WATER MAINS

14. CONTRACTOR SHALL MAINTAIN (4 FEET) OF COVER OVER ALL WATER MAINS AND THE

MAINS, SEWERS, HOUSE CONNECTIONS, DRAINS AND OTHER UTILITIES.

13. ALL EXCAVATION SHALL BE DONE BY HAND WITHIN (1’-0") OF EXISTING WATER

FENDERS AS PER NYCDEP STANDARDS.

DEPARTMENT REQUIREMENTS. HYDRANTS SHALL BE "BREAKAWAY" TYPE, AND SHALL HAVE

PROJECT. ALL HYDRANTS SHALL BE MAINTAINED IN SERVICE AS PER NEW YORK CITY FIRE

ACCESS MANHOLES, ETC, MUST REMAIN ACCESSIBLE FOR NYCDEP AT ALL TIMES DURING THE

12. ALL WATER MAIN APPURTENANCES, SUCH AS HYDRANTS, VALVES, BLOW-OFF CHAMBERS,

TO THE DISTRIBUTION MAIN.

TRANSFERRED TO THE NEW MAIN, AND ALL SERVICES SHOULD BE INSTALLED PERPENDICULAR

11. ALL TAPS AND WET CONNECTIONS ON THE EXISTING WATER MAIN SHOULD BE

AGAINST FREEZING DURING CONSTRUCTION.

10. ALL WATER AND SEWER HOUSE SERVICES SHOULD BE MAINTAINED AND PROTECTED

WATER HOUSE/SERVICE CONNECTIONS.

LOCATION, SIZE, AND TYPE OF ALL EXISTING UTILITIES, INCLUDING ALL SEWER AND

9. PRIOR TO BEGINNING ANY WATER MAIN WORK, THE CONTRACTOR MUST IDENTIFY THE

LATEST REVISION.

DUCTILE IRON FITTINGS WITH MECHANICAL JOINTS (6") THROUGH (48") IN DIAMETER,"

A8-2 IN "STANDARD SPECIFICATIONS FOR "DUCTILE IRON PIPE WITH PUSH-ON JOINTS AND

8. FOR TYPICAL MINIMUM LENGTHS OF REQUIRED REPLACEMENT/ RESTRAINT, SEE TABLE

REQUIREMENTS.

NEGLIGENCE OR OMISSION REGARDING COMPLIANCE WITH THE PLACEMENT/ RESTRAINT

RESPONSIBLE FOR ANY DAMAGE TO PROPERTY AND FOR PERSONNEL INJURY CAUSE BY

NEWLY INSTALLED VALVES AND FITTINGS ARE FULLY MET. THE CONTRACTOR WILL BE HELD

ABSOLUTELY CERTAIN THAT ALL THE REPLACEMENT/ RESTRAINT REQUIREMENTS DUE TO

7. PRIOR TO CONNECTING THE NEW MAINS WITH EXISTING ONES, IT MUST BE MADE

MAINTAINED AT ALL TIMES.

LATEST REVISION. ACCESS TO WATER MAIN VALVES WITHIN THE WORK AREA SHALL BE

NYCDEP STANDARD SPECIFICATIONS FOR GATE VALVES (3") THROUGH (20") IN DIAMETER,

6. ALL WATER MAIN VALVES SHALL BE DUCTILE IRON GATE VALVES IN ACCORDANCE WITH

LATEST REVISION.

FOR "DUCTILE-IRON AND GRAY-IRON FITTINGS (3") THROUGH (48") IN DIAMETER,"

GLANDS AND SHALL CONFORM TO THE REQUIREMENTS OF NYCDEP STANDARD SPECIFICATIONS

5. ALL FITTINGS SHALL EMPLOY FULL BODY TYPE MECHANICAL JOINTS WITH RETAINER

BE CLASS 55.

DIAMETER PIPE AND 12" DIAMETER PIPE SHALL BE CLASS 56. 20" DIAMETER PIPE SHALL

FITTINGS WITH MECHANICAL (6") THROUGH (48") IN DIAMETER," LATEST REVISION. 8"

SPECIFICATIONS FOR "DUCTILE IRON PIPE WITH PUSH-ON JOINTS AND DUCTILE IRON

RESTRAINED JOINTS AND SHALL BE CEMENT LINED AS PER NYCDEP STANDARD

4. ALL DUCTILE IRON WATER MAINS UP TO AND INCLUDING (24") DIAMETER SHALL HAVE

AS THE WORK PROGRESSES.

DIMENSIONAL OFFSETS SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER IN CHARGE,

THE VALVES AND HYDRANTS ARE SHOWN SCHEMATICALLY. THE EXACT ALIGNMENTS AND

3. THE ALIGNMENT AND DIMENSIONAL OFFSETS OF THE WATER MAINS AND THE LOCATION OF

AT LEAST FIFTEEN (15) DAYS PRIOR TO COMMENCEMENT OF WORK.

PLACE BEFORE SHUT-OFF VALVES HAVE BEEN CLOSED BY DEP PERSONNEL. NOTIFY NYCDEP

72 WORKING HOURS IN ADVANCE PRIOR TO SHUTTING OFF VALVES. NO REMOVAL SHALL TAKE

2. CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT AND NYCDEP CONSTRUCTION AT LEAST

APPLICABLE STANDARD DRAWINGS, AND SPECIFIC CONTRACT REQUIREMENTS.

PLANS AND IN CONFORMANCE WITH THE NYCDEP STANDARD WATER MAIN SPECIFICATIONS,

1. ALL WATER MAIN WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CONTRACT

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CONTRACT NUMBER

DRAWING NO.

SHEET NO.

NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION

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DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

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ALTERED BY:

SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,

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REPLACEMENT OF THE KOSCIUSZKO BRIDGE OVER NEWTOWN CREEK X729.77

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IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, 11

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12"

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#570

#15393

#36308

#36309

#36311

RIM=35.63

RIM=35.10

RIM=35.52

RIM=35.22

RIM=34.81

RIM=35.63RIM

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RIM=36.09

RIM=34.61

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RIM=35.95

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RIM=34.43

RIM=35.04

RIM=35.58RIM=35.58

INV=28.38RIM=35.11

INV=27.14INV=27.14

INV=26.61 INV=26.48

15" CONCRETE15" CONCRETE

8"

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8"

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12" WATER

12" WATER

12" WATER

12" B.S.

6" B.S.

6" B.S.

6" BS

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12" CIP

12" CIP

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WB 7+50

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EB1 9+00

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WB 7+00

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STA WB 7+85.49PC

N46°27’37.5"E

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STA EB1 7+89.29PC

EM 10+00

EM 11+00

EM 12+00

EM 13+00

STA EM 12+50.69PC

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ABOVE GROUND UTILITY FEATURES. THIS INFORMATION IS

HAS BEEN OBTAINED BY SURVEYING AND PLOTTING VISIBLE

EXISTING UTILITY INFORMATION SHOWN ON THESE PLANS

NOTES:

AND LEVEL "B" UTILITY DESIGNATIONS.

3. SEE CONTRACT S.U.E. DRAWINGS FOR ADDITIONAL LEVEL "A"

INFORMATION.

2. SEE DWG. NO. DRP-1 TO DRP-19 FOR PROPOSED DRAINAGE

1. SEE DWG. NO. UTN-01 FOR GENERAL UTILITY NOTES.

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EXISTING FIRE

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W

S

S

S

BRICK

2 STY

CONC WALK

CONC WALK CONC WALK

E

E

E

T

T

AB

UT

ME

NT

AB

UT

ME

NT

BRICK WALL

BRICK WALL

CONC WALK

CONC WALK

E

E

E

W

#70936

NO# VISIBLE

#M12454

#36314#36315

#36313

RECORD)

(FROM

RIM=35.10

RIM=34.88 RIM=34.12

RIM=33.95

RIM=33.92

RIM

=34.84

RIM=34.02

RIM=34.35

RIM=34.31RIM=33.66 RIM=33.20

RIM

=33.27

RIM

=32.95

RIM=32.97

RIM

=32.74

RIM=32.97

RIM=34.76

INV=26.48

INV=25.60

INV=25.73

INV=25.79

CHANNEL

CHANNEL

INV=25.79

INV=25.83

INV=2

5.83

INV=26.51INV=26.51

15" CONCRETE PIPE INV=27.00 INV=27.00

INV=23.03

INV=29.00

INV=2

3.07

INV=28.11

RIM

=34.67

RIM

=33.96

INV=2

8.38

INV=25.04

INV=2

2.25

15" CONCRETE12" IP

15"

CLA

Y PIP

E

15" CLAY PIPE 15" CLAY PIPE

15"

CLAY

15"

CLAY

12"

MP12

" MP

15" CONCRETE

INV=3

1.88

12"

MP

12" MP

SUMP=24.86

RIM=35.69

INV=2

4.99

FIR

E CALL

BOX

6" B.S.

6" B.S.6" B.S.

12" 15#PSI WRAP WELD

8"

CIP

8"

CIP

12" CIP

12" CIP

12" WATER12" WATER

8"

WATER

6"

BS

12"6" B.S.

12" B.S.

12"

GAS

8" IR

ON PIP

E

8" IR

ON PIP

E

8" IR

ON PIP

E

12" CIP12" CIP

12" CIP

12"

WATE

R

12" SEWER

10" B.S.

18"

SE

WER

INV=2

4.86

15"

CO

NCRE

TE

(FR

OM

RE

COR

D)

18"

VCP

15"

CLA

Y

(FR

OM

RE

COR

D)

18"

CP

INV=2

2.21

15" ESVP

RIM

=34.22

INV=27.63

INV=27.63

12" WRAP WELDED STEEL

4" C.I. (RET.)

6"

B.S.

RETIRED

4-4"

PVC

& 8-11/

4"

PVC

EMERGENCY CONSTRUCTION SEWER

#M60487#36314

#36315

#16086

#12480

#M12454

#M77

373

#VS-8213

4"

ST. (R

ET.)

4" ST. (RET.)

2- 4" C2- 4" C

1- 4" C 2- 4" C

7-4" F (RET.)

1-4" C

4-4"

F

8"

WATER

#695

#595

#802

WB 10+00 WB 11+00 WB 12+00 WB 13+00 WB 14+00STA WB 10+00.00

PT

STA WB 13+11.92

PC

EB1 10+00 EB1 11+00 EB1 12+00 EB1 13+00 EB1 14+00

WB 10+00 WB 11+00 WB 12+00 WB 13+00 WB 14+00

STA EB1 10+00.00

PT

N54°14’57.3"E

N54°14’57.3"E

STA EB1 13+11.92

PC

EM 14+00 EM 15+00

EM 16+00

EM 17+00 EM 18+00

MS 10+00

STA EM 13+86.16

PT

STA EM 18+30.18

PC

DA 10+00

DA 11+00

MA 11+00

MA 12+00

WM 13+00 WM 14+00 WM 15+00 WM 16+00

STA WM 12+98.18

PT

STA WM 16+21.89

POE

ST

A

MA 11+49.1

5

PC

WM 17+00STA WM 16+22.84

POB

STA MA 12+06.21

PT

8" IR

ON PIP

E

9/30/2013 1:5

7:1

9

PM

pmarzuillo

CONTRACT NUMBER

DRAWING NO.

SHEET NO.


BRIDGES CULVERTSPIN

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

DOCUMENT NAME:

COUNTY:

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K



ON:

AFFIX SEAL:

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:





P:\

02461.0

0\4000_Fin_

Des\

CA

DD\40_

Hwy\

Utilities\


gn

D015624

KINGS AND QUEENS

D.

WA

NK.

GRIE

SIN

G

11

K.

GRIE

SIN

G


SEPTEMBER 2013

40% PLANS

GRID

NORT

H

DRIGGS AVENUE

SUTTON STREET

MOR

GAN

AVE

NUE

MORGAN AVE

NUE

DRIGGS AVENUE

MAT

CH LIN

E,

SEE

DR

AWIN

G

NO.

UTP-01

MAT

CH LIN

E,

SEE

DR

AWIN

G

NO.

UTP-04

MAT

CH LIN

E,

SEE

DR

AWIN

G

NO.

UTP-03

SEWER (TYP.)EXISTING STORM

LIGHT POLE (TYP.)EXISTING

FIRE HYDRANT (TYP.)EXISTING

TO BE RELOCATED

EXISTING GAS LINE





S

W


RELOCATED

TO BE REMOVED AND

EXISTING FIRE HYDRANT

TO BE ABANDONED

EXISTING COMBINED SEWER

TO BE ABANDONED

EXISTING WATER MAIN

WATER MAIN (TYP.)EXISTING

GAS LINE (TYP.)EXISTING

WATER MAIN

MEET EXISTING

RELOCATED

TO BE REMOVED AND


NOTES:



INFORMATION.



UTP-02

XXX

M.

MO

HR

MA

NN

J.

BU

TT

E.

CE

RE

ZO

M.

MO

HR

MA

NN

XXX

XXX

XXX

XXXUTILITY PLAN - 2

AND SERVICE CONNECTION (TYP.)

PROPOSED FIRE HYDRANT

ELECTRIC LINE (TYP.)EXISTING OVERHEAD

TELEPHONE LINE (TYP.)


FIBER OPTIC LINE (TYP.)EXISTING UNDERGROUND

WATER MAIN

MEET EXISTING

TO BE ABANDONED

EXISTING SEWER

TO BE ABANDONED

EXISTING SEWER

TO BE ABANDONED

EXISTING SEWER

TO BE ABANDONED

EXISTING SEWER

TO BE RETIRED

EXISTING GAS LINE

MAIN

GAS d BY PROPOSED 12"

RETIRED AND REPLACED

EXISTING GAS MAIN TO BE

EXISTING STORM SEWER (TYP.)

EM 18+00

12" WRAP WELDED STEEL

LEGEND:

NOTED IN PLANS.






4-WAY CONNECTION

PROPOSED 12"x12"

AVENUE

THIS GAS MAIN, JUST EAST OF MORGAN

NATIONAL GRID SHALL CUT AND CAP

PROPOSED 12" VALVE

CLASS 56 WATER MAIN

D.I.P. dPROPOSED 12"

7’-8"

5’-

3"

WATER MAIN

D.I.P. CLASS 56

dPROPOSED 12"

FOOTING (TYP.)

PROPOSED BRIDGE

4’-

11"

SECTION 1

SECTION 2

SECTION 3

SECTION 4

SECTION 5

SECTION 6

MEEKER AVENUE

MEEKER AVENUEMEEKER AVENUE

MEEKER AVENUE

EXPRESSWAY (WB)

BROOKLYN QUEENS

EXPRESSWAY (EB)

BROOKLYN QUEENS

EXPRESSWAY (EB)

BROOKLYN QUEENS

EXPRESSWAY (WB)

BROOKLYN QUEENS

0 20 40’20

1" = 40’

9/30/2013 1:5

7:2

6

PM

pmarzuillo

CONTRACT NUMBER

DRAWING NO.

SHEET NO.


BRIDGES CULVERTSPIN

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

DOCUMENT NAME:

COUNTY:

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K



ON:

AFFIX SEAL:

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:





P:\

02461.0

0\4000_Fin_

Des\

CA

DD\40_

Hwy\

Utilities\


gn

D015624

KINGS AND QUEENS

D.

WA

NK.

GRIE

SIN

G

11

K.

GRIE

SIN

G


SEPTEMBER 2013

40% PLANS

C

#765

W/F3 S

TY

#767

#773

#771

BRICK

1 STY

BRICK

1 STY

CD.

CONC

WALK

BRICK3 S

TY

VAULT

#765

W/F3 S

TY

#767

#773

#771

BRICK

1 STY

BRICK

1 STY

CD.

CONC

WALK

BRICK3 S

TY

VAULT

S

S

S

S

S

S

W

W

W

E

E

E

E

S

S

S

S

S

W

CONC WALK

CONC WALK

CONC WALK

CONC WALK

CO

NC

WALK

CO

NC

WALK

CO

NC

WALK

CO

NC

WALK

BRICK WALL

BRICK WALL

BRICK WALL

AB

UT

ME

NT

AB

UT

ME

NT

AB

UT

ME

NT

S

S

S

RIM=45.28

INV=34.00

#27174

#58

#446268

#44626

8

#446268

#22212

#36319

#36318

#M36316

RIM=34.76

RIM=35.60

RIM=36.25

RIM=37.24

RIM=39.87

RIM=43.45

INV=36.81 INV=3

6.94

12" MP

CALLBOX

FIRE

12"

REFIN

ER

Y

GAS

LIN

E (R

ET.)

12" REFINERY GAS LINE (RET.)

6" B.S.

12" WATER

12" WATER

8"

WATE

R

8"

WATE

R

8"

WATE

R

6" C.I.B.S.

6" B.S.

6"

BS

8" IR

ON PIP

E

8" IR

ON PIP

E

8" IR

ON PIP

E

15" CP

15" CP

15" CP

15" CP

12"

VCP

12" COMBIN

ED SEWER

12" COMBIN

ED SEWER

12"

VCP

12"

CO

MBIN

ED SE

WE

R

(FROM RECORD)

(FROM RECORD)(FROM RECORD)

12" VCP

12" VCP

12" VCP

RIM=45.47

12" STEEL (

RET.)

6"

B.S.

BOXCUSTOMER

#36321

#69428

2-4"

C

2-4" C

4" F

WB 18+00

WB 19+00

WB 20+00

WR 22+00

WR 23+00

STA WR 23+30.59POT

WB 18+00

WB 19+00

WB 20+00

WR 22+00

WR 23+00

STA WR 23+30.59POT

AP 11+00

AP 11+75

WM 18+00

WM 19+00

WM 20+00

WM 21+00

WM 22+00

WM 23

+00

STA WM 17+78

.04PC

STA WM 19+13.2

3PT

STA WM 21+60.5

7

PC

ST

A

VA 13+94.8

8

POE

STA WM

22+7

2.25

PT

AP 10+00


LEGEND:

NOTED IN PLANS.





GRIDNORTH

0 20 40’20

1" = 40’

HAUS

MAN STREET

AP

OLL

O STREET

REALIGNED MEEKER AVENUE

REALIGNED

MEEKER AVENUE

EXPRESSWAY (WB)

EXISTING BROOKLYN QUEENS

MATC

H LIN

E,

SEE

DR

AWIN

G

NO.

UTP-02

MATCH LIN

E,

SEE DRA

WIN

G NO.

UTP-0

5

MATCH LINE, SEE DRAWING NO. UTP-04





NOTES:



INFORMATION.



UTP-03

XXX

M.

MO

HR

MA

NN

J.

BU

TT

E.

CE

RE

ZO

M.

MO

HR

MA

NN

UTILITY PLAN - 3

TO BE RELOCATED

AND WATER VALVE


(TYP.)

AND SERVICE CONNECTION


MEET EXISTING WATERMAIN

TO BE ABANDONED


S

W


FIBER OPTIC LINE (TYP.)


CONNECTION (TYP.)

HYDRANT AND SERVICE

PROPOSED FIRE

VALVE (TYP.)

EXISTING GASAND VALVE TO BE RELOCATED





TELEVISION, ELECTRIC AND

EXISTING OVERHEAD CABLE

WATERMAIN

MEET EXISTING

MEET EXISTING GAS MAIN

MEET EXISTING GAS MAIN

TO BE ABANDONED


TO BE ABANDONED

EXISTING SEWER

TO BE ABANDONED


TO BE ABANDONED


GAS MAIN d 8"

MAIN WITH PROPOSED

REPLACE EXISTING GAS

GAS MAIN d 8"

MAIN WITH PROPOSED

REPLACE EXISTING GAS

GAS MAIN

dPROPOSED 12"

LINE TO BE RETIRED

EXISTING GAS

TO BE RETIRED

EXISTING GAS MAIN

MAIN TO BE RETIRED

EXISTING WATER

56 WATER MAIN (TYP.)

D.I.P. CLASSd PROPOSED 8"

PROPOSED 8" VALVE

3-WAY CONNECTION

PROPOSED 12" x 8"

WATER MAIN (TYP.)

D.I.P. CLASS 56

d PROPOSED 12"

PROPOSED 12" VALVE

PROPOSED 12" VALVE

WATER MAIN

MEET EXISTING

6’-2"

13’-3"

6’-6"

30’-0"

1’-1"

1’-1

"12’-1

1"

19’-11"

6’-10"

5’-1

0"

SECTION 10

SECTION 14

SECTION 15

SECTION 16

SECTION 17

SECTION 18

3’-7"

AVE

NUE

VA

NDER

VO

ORT

RE

ALIG

NE

D

EXPRESSWAY (EB)EXISTING BROOKLYN QUEENS

SECTION 7

SECTION 8

9/30/2013 1:5

7:3

1 P

M

pmarzuillo

CONTRACT NUMBER

DRAWING NO.

SHEET NO.


BRIDGES CULVERTSPIN

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

DOCUMENT NAME:

COUNTY:

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K



ON:

AFFIX SEAL:

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:





P:\

02461.0

0\4000_Fin_

Des\

CA

DD\40_

Hwy\

Utilities\


gn

D015624

KINGS AND QUEENS

D.

WA

NK.

GRIE

SIN

G

11

K.

GRIE

SIN

G


SEPTEMBER 2013

40% PLANS

#100

BRICK

1 STY

C.L.F.

36320

CONC WALK

BRICK

1 STY

#100

BRICK

1 STY

CONC WALK

BRICK

1 STY

S

S

S

S

W

E

E

#100

S

S

G

W

S

CONC

WALK

C

ONC

WALK

CONC

WALK

CONC WALK

CONC WALK

E

CO

NC

WALK

BRICK WALL

SURFACE

ASPHALT SURFACE

ASPHALT

SURFACE

ASPHALT

SURFACE

ASPHALT

SURFACE

ASPHALT

SURFACE

ASPHALT

SURFACE

ASPHALT

SURFACE

CONC

COURT

BASKETBALL

COURTRACKETBALL

AB

UT

ME

NT

CONC WALK

W

S

W

E

S

#44620

8

#NOT VIS

IBLE

#67465

#B39781

#28383

#665620

#67423

NO# VISIBLE #58238

#39780#58237

#63107

#67422

#67464

RECORD)

(FROM

RIM=35.78

RIM=35.80

RIM=36.52

RIM=38.75

RIM=41.8

0

RIM=43.41

RIM=45.05

RIM=34.76

INV=28.56INV=2

8.58

INV=28.65

INV=29.17

INV=29.20

INV=31.40

INV=31.43

INV=32.3

5

INV=35.2

1

INV=30.58

INV=35.14

INV=36.81 INV=3

6.94

15" CONCRETE

INV=3

0.84

8" IR

ON PIP

E

15" CONCRETE

15" CONCRETE

15" CONCRETE

12"

MP

12" MP

12" C.

12"

C.B

LT.

12" CIP

12" CIP

8"

CIP

8"

CIP

15" CONCRETE

8" IR

ON PIP

E

8" IR

ON PIP

E

12" DIP

8" WATER

6"

GAS

6"

GAS

12"

C.B

LT.

RIM=45.47

PIPE

12" IRON

6" STEEL6" STEEL

12" STEEL (

RET.)

12" STEEL (R

ET.)

#36317

#36320

#57281

#66095

2- 4"

C

2-4" C

2-4"

C

2-4" C

WB 15+00

WB 16+00

WB 17+00

WB 18+00

WB 20+00

ER 10+00ER 11+00 ER 12+00

EB1 15+00

EB1 16+00

EB1 17+00

EB1 18+00

EB1 19+00

WB 15+00

WB 16+00

WB 17+00

WB 18+00

WB 20+00

N72°16’27.6"E

ER 11+00 ER 12+00

EM 19+00

EM 20+00

EM 21+00

STA EM 21+97.11

PT

ST

A

VA 10+17.3

6P

C

ST

A

VA 11+92.1

5

PT

STA EM 1

8+30.18PC

AS 10+00AS 11+00

AS 12+00AS 13+00

VA 10+00

VA 11+00

VA 12+00

VA 13+00





NOTED IN PLANS.





S

W

GRIDNORTH

0 20 40’20

1" = 40’

REALIGNED MEEKER AVENUE

EXPRESSWAY (WB)


EXPRESSWAY (EB)


MATC

H LIN

E,

SEE

DR

AWIN

G

NO.

UTP-02


MAT

CH LIN

E,

SEE

DR

AWIN

G

NO.

UTP-06

UTP-04

XXX

M.

MO

HR

MA

NN

J.

BU

TT

E.

CE

RE

ZO

M.

MO

HR

MA

NN

UTILITY PLAN - 4

NOTES:



INFORMATION.



(TYP.)



EXISTING GAS LINE

PARK

SGT. DOUGHERTY

(TYP.)



ELECTRIC LINE

EXISTING OVERHEAD

TELEPHONE LINE

EXISTING OVERHEAD

AND VALVE TO BE RELOCATEDEXISTING FIRE HYDRANT

AND VALVE


TO BE ABANDONED

EXISTING WATER MAIN

ELECTRIC LINE


GAS LINES

EXISTING

VALVE TO BE RELOCATEDEXISTING FIRE HYDRANT AND

WATER MAIN

MEET EXISTING

TO BE ABANDONEDEXISTING COMBINED SEWER

TO BE ABANDONEDEXISTING STORM SEWER

TO BE ABANDONED

EXISTING STORM S

EWER

TO BE ABANDONED


TO BE ABANDONED (TYP.)

EXISTING CATCH BASIN

LEGEND:

TO BE RETIRED

EXISTING GAS MAIN


PROPOSED 12" VALVE

TO BE ABANDONED


PROPOSED 12"x8" 3-WAY CONNECTION

PROPOSED 8" VALVE

WATER MAIN

MEET EXISTING


WATER MAIN

MEET EXISTING

WATER MAIN

D.I.P. CLASS 56

dPROPOSED 8"

CLASS 56 WATERMAIN

D.I.P.dPROPOSED 8"

6’-0"

6’-6"

3’-

0"

7’-0"

20’-2"

4’-10"

56 WATER MAIN (TYP.)

D.I.P. CLASSdPROPOSED 12"

SECTION 9

SECTION 11

SECTION 12

ANTHONY STREET

ANTHONY STREET

AV

EN

UE

VA

ND

ER

VO

OR

T

AVE

NUE

VA

NDER

VO

ORT

RE

ALIG

NE

D

EXISTING MEEKER AVENUE

SECTION 13

9/30/2013 1:5

7:3

6

PM

pmarzuillo

CONTRACT NUMBER

DRAWING NO.

SHEET NO.


BRIDGES CULVERTSPIN

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

DOCUMENT NAME:

COUNTY:

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K



ON:

AFFIX SEAL:

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:





P:\

02461.0

0\4000_Fin_

Des\

CA

DD\40_

Hwy\

Utilities\


gn

D015624

KINGS AND QUEENS

D.

WA

NK.

GRIE

SIN

G

11

K.

GRIE

SIN

G


SEPTEMBER 2013

40% PLANS

BLDW/

F2 STY

BRICK3

STY

#810

MEEKERBRIC

K2 STY

BRICK1 S

TY

BRICK

1 STY

BLDW/

F2 STY

BRICK3

STY

#810

MEEKERBRIC

K2 STY

BRICK1 S

TY

BRICK

1 STY

S

S

S

S

W

E

E

E

E

W

S

E

CONC

WALK

CONC

WALK

S

T

BRICK WALL

BRICK WALL

S

E

S

S

S

SS

S

S S

INV=39.9

9RIM

=44.09

INV=37.4

2RIM=45.87

INV=37.4

2

INV=34.5

7

INV=3

4.42

RIM

=46.52

INV=3

4.42

15"

CLAY

RIM=48.62

RIM=49.28

15"

CLAY

INV=34.0

0RIM

=46.10

INV=3

5.34

RIM

=47.98

INV=4

2.33

INV=36.1

3RIM

=47.49

#446

268

#B35

48

8" CL

AY

8" CL

AY

SUMP=48.29RIM=55.38

6" C.I.B.

S.

12"

REFIN

ER

Y

GAS LIN

E (R

ET.)

6"

C.I.

B.S.

6" C.I.B.

S.

12" WAT

ER

12" WAT

ER

8"

WATE

R

8" IR

ON PIP

E

INV=4

3.03

12"

VCP

(FROM RECORD)12" VCP

(FROM RECORD)

12"

VCP

12"

VCP

(FROM RECORD)

(FROM RECORD) (FROM RECORD)

(FROM RECORD)


12" VCP12" VCP

15"

VCP

15" VCP

8"

VCP

INV=48.06

12"-60PSI WRAPPED WELDED STEEL


12" C

OMBINED

SEWER

FIBER

DOT

#363

23

#363

24

#363

25

FROM RECORD)(NYC BOX

6" (RET.)

2-4" F

WB 20+00WB 21+00

WB 22+00WB 23+00

WB 24+00WB 25+00

STA WB 20+47.08

PT

WR 16+00WR 17+00

WR 18+00WR 19+00

WR 20+00WR 21+00

STA WR 17+62.73

PT

STA WR 20+98.04

PC

S70°41’24.5"W

WB 20+00WB 21+00

WB 22+00WB 23+00

WB 24+00WB 25+00

N70°41’24.5"E

STA WS 12+73.39

POE

WS 11+00

WS 12

+00

STA WS 10+00.00PC

STA WS 10+80.86

PT

STA WS 11+27.35

PC

STA WS 11+69.69

PT

WR 16+00WR 17+00

WR 18+00WR 19+00

WR 20+00WR 21+00

STA WR 20+98.04

PC

STA WR 17+62.73

PT

VD 11+00

WM 24

+00

WM 25

+00

STA WM

25+1

6.91

POE

VD 10+00

POB

TO BE ABANDONED

EXISTING STORM SEWER (TYP.)





NOTED IN PLANS.





S

W

0 20 40’20

1" = 40’

GRIDNORTH

VAN

DA

M STREET

EXISTIN

G MEEKER

AVENUE

EXPRESSWAY (WB)EXISTING BROOKLYN QUEENS

EXISTING I-278 ON RAMP (EB)EXISTING I-278 ON RAMP (EB)



TO BE ABANDONED

EXISTING STORM SEWERTO BE ABANDONED


SEE

DR

AWIN

G

NO.

UTP-03

MAT

CH LIN

E,

MAT

CH LIN

E,

SEE

DR

AWIN

G

NO.

UTP-07

SEE

DR

AWIN

G

NO.

UTP-08

MAT

CH LIN

E,


NOTES:



INFORMATION.



UTP-05

XXX

X.

XX

XX.

XX

XX.

XX

XX.

XX

X

UTILITY PLAN - 5

EXISTING GAS LINE



TO BE ABANDONED


EXISTING UNDERGROUND ELECTRICE

TO BE ABANDONED


VALVE (TYP.)

EXISTING GAS

WATERMAIN

MEET EXISTING

WATERMAIN

MEET EXISTING

GAS MAIN

MEET EXISTING

TO BE ABANDONED


EXISTING STORM SEWER TO BE ABANDONED

GAS MAIN

d PROPOSED 8"

GAS MAINd PROPOSED 12"

GAS MAINd PROPOSED 8"

AND WESTBOUND MEEKER AVENUE.

INTERSECTION OF STEWART AVENUE/BRIDGEWATER STREET

PE PIPE IN WESTBOUND MEEKER AVENUE NEAR THE d 2"

4. NATIONAL GRID FORCES SHALL INSTALL THE PROPOSED

BE THE RESPONSIBILITY OF NATIONAL GRID

WORK OUTSIDE OF THE PROJECT LIMITS, WILL

MEEKER AVENUE, AS WELL AS ALL GAS MAIN

FROM THIS POINT EAST, ALONG EXISTING

GAS MAIN RETIREMENT AND INSTALLATION

NATIONAL GRID

TO BE INSTALLED BY

MAIN TO VARICK AVENUE

GAS d PROPOSED 8"



LEGEND:

SERVICE CONNECTION (TYP.)

PROPOSED FIRE HYDRANT AND TO BE RETIRED

EXISTING GAS MAIN

TO BE ABANDONED

EXISTING SEWER


PROPOSED 8" VALVE

VALVE

PROPOSED 12"

22’-9

"

CLASS 56 WATER MAIN


WAY CONNECTION

PROPOSED 12"x8" THREE

CLASS 56 WATER MAIN

D.I.P. dPROPOSED 8"

10’-11"

19’-6"

9’-8

"

1’

SECTION 19

SECTION 20

9’-1

1"

7’-10"

REALIGNED

MEEKER AVENUE

QUEENS EXPRESSWAY (WB)RAMP FROM BROOKLYN

9/30/2013 1:5

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2

PM

pmarzuillo

CONTRACT NUMBER

DRAWING NO.

SHEET NO.


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ON:

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P:\

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Des\

CA

DD\40_

Hwy\

Utilities\


gn

D015624

KINGS AND QUEENS

D.

WA

NK.

GRIE

SIN

G

11

K.

GRIE

SIN

G


SEPTEMBER 2013

40% PLANS

AVENUE

#513 PORTER

BRICK

1 STY

#16

CD.

MATERIALS ON SIDEWALKSTORAGE AND CONSTRUCTION

C

ONC

WALK

STREET

#66 CHERRY

BRICK

2 STY

WALLWALL

STREET

#68 CHERRY

BRICK

1 1/2 STY

CONC WALK

CO

NC

WALL

AREA

PARKING

CONC

CONC SURFACE

AREA

DUMPSTER STORAGE

CONC SURFACE

CHAIN LINK FENCE

GATE

DNB 2

CONC WALK

#16

CD.

STREET

#66 CHERRY

BRICK

2 STY

WALLWALL

STREET

#68 CHERRY

BRICK

1 1/2 STY

CONC WALK

CONC SURFACE

CO

NC

WALL

AREA

PARKING

CONC

CONC SURFACE

AREA

DUMPSTER STORAGE

CONC SURFACE

CH

AIN LIN

K F

ENCE

DNB 2

S

S

S

W

#16

DNB 2

S

E

S

S

E

C

ONC

WALK

BRICK WALL

E

SS

RIM=53.90

RIM

=55.87

#446268

#63428NO# VISIBLE

NO# VISIBLE

#63431

#63429

#59024

#47330

FH

#446269

#59618

#57282

#VS-2

824

500-Y

#59617

RE

COR

D)

(FR

OM

INV=48.36

INV=48.36INV=48.39

INV=48.86

SUMP=48.72RIM=54.56SUMP=48.29

RIM=55.38

INV=48.72

INV=4

8.79

4"

PVC

12" C.

8"

CIP

8"

CIP

8"

CIP

12" DIP

6"

WR

AP

WE

LD

12" DIP

8" WATER

8" WATER

12" 60 P.S.I.

12" VCP

(FR

OM

RE

COR

D)

12"

VCP

12"

VCP

8" VCP8" VCPINV=48.06

INV=48.06

CAPPED

6" STEEL

6"

WR

AP

WE

LDE

D STE

EL

6" WRAP WELDED STEELCAPPED

12"

STE

EL (R

ET.)

12" STEEL (RET.)



2" RUNNING LINE RETIRED

CAPPEDCAPPED

#59786

#M59665

6" (RET.)

6" (R

ET.)

WB 20+00WB 21+00

WB 22+00WB 23+00

WB 24+00

STA WB 20+47.08

PT

STA EB2 24+17.75

PC EB2 25+00

ER 12+00 ER 13+00 ER 14+00 ER 15+00 ER 16+00 ER 17+00

N72°56’52.5"E

EB1 20+00EB1 21+00 EB1 22+00 EB1 23+00 EB1 24+00 EB1 25+00

WB 20+00WB 21+00

WB 22+00WB 23+00

WB 24+00

STA EB1 21+11.09

PT

N72°19’09.3"E

N72°16’27.6"E

ER 12+00 ER 13+00 ER 14+00 ER 15+00 ER 16+00 ER 17+00

PA 10+00

PA 11+00

AS 14+00AS 15+00

AS 16+00AS 17+00

AS 18+00

CS 10+00

CS 11+00 CS 12+00 CS 13+00

CS 9+54





NOTED IN PLANS.





S

W GRIDNORTH

0 20 40’20

1" = 40’

PARK

SGT. DOUGHERTY

MAT

CH LIN

E,

SEE

DR

AWIN

G

NO.

UTP-04

MAT

CH LIN

E,

SEE

DR

AWIN

G

NO.

UTP-08

TO BE ABANDONED

EXISTING SANITARY SEWER

NOTES:



INFORMATION.



UTP-06

XXX

M.

MO

HR

MA

NN

J.

BU

TT

E.

CE

RE

ZO

M.

MO

HR

MA

NN

UTILITY PLAN - 6



TO BE RELOCATED

EXISTING WATER MAIN

TO BE RELOCATED

AND OVERHEAD ELECTRIC LINE

EXISTING OVERHEAD TELEPHONE

LINE TO BE RELOCATED


TO BE ABANDONED


TO BE RELOCATED

EXISTING GAS LINE

TO BE RELOCATED




TO BE RELOCATED

EXISTING WATER MAIN

EXISTING LIGHT POLE (TYP.)

TO BE RELOCATED



EXISTING UNDERGROUND ELECTRIC


EXISTING OVERHEAD ELECTRIC


EXISTING OVERHEAD CABLE TELEVISION

TO BE RELOCATED

EXISTING WATER MAIN

EXISTING 8" W.M. (1939)

TO BE RELOCATED


EXISTING WATER MAIN CAPPED

TO BE CUT AND CAPPED

EXISTING GAS LINE


LEGEND:

EXISTING CON EDISON VAULT TO REMAIN

TO BE RETIRED

EXISTING GAS LINES


PROPOSED 12" VALVE

PROPOSED 8" VALVE


D.I.P. CLASS 56 WATER MAINdPROPOSED 8"


EXISTING 8" VALVE

D.I.P. CLASS 56 WATER MAINdPROPOSED 12"

4’-

8"

CLASS 56 WATER MAIN

D.I.P. dPROPOSED 8"

6’-

9"

5’-2"

16’-

2"

CLASS 56 WATER MAIN


WATER MAIN

MEET EXISTING



ANTHONY STREET

ANTHONY STREET

REALIGNED CHERRY STREET

PORTE

R

AVE

NUE

EXISTING CHERRY STREET

PORTE

R

AVE

NUE

EXIS

TIN

G


REALIGNED RAMP TO BROOKLYN QUEENS EXPRESSWAY (EB)

9/30/2013 1:5

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CONTRACT NUMBER

DRAWING NO.

SHEET NO.


BRIDGES CULVERTSPIN

JO

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RD

ESIG

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RVIS

OR

DOCUMENT NAME:

COUNTY:

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OJ

EC

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NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K



ON:

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ER

=

DA

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ON:

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P:\

02461.0

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Des\

CA

DD\40_

Hwy\

Utilities\


gn

D015624

KINGS AND QUEENS

D.

WA

NK.

GRIE

SIN

G

11

K.

GRIE

SIN

G


SEPTEMBER 2013

40% PLANS

AREA"

COMPACTING

"GARBAGE

AREA"

COMPACTING

"GARBAGE

SCALE CONC DRIVE

TRAILER

CO

NT

AIN

ER

HSE

PUMP

AREA"

COMPACTING

"GARBAGE

AREA"

COMPACTING

"GARBAGE

SCALE CONC DRIVE

TRAILER

CO

NT

AIN

ER

HSE

PUMP

G

E

E

BUILDING

1 STY

BUILDING

2 STY

T

METAL FENCE

ME

TAL F

ENCE

BIN

SBIN

S

AB

UT

ME

NT

AB

UT

ME

NT

BRICK WALL

S S

S

#55846

#446268

20"

WATE

R

#59878

#59877

#9-5-02

#69378

#60308

8"8"

12"

NO.

2 F

UE

L

12"

NO. 2 F

UEL

12"

NO. 1

GAS

12"

NO. 1

GAS

(FROM RECORD)

(FROM RECORD)

(FROM RECORD)

18"

VCP

12"

L-P ST. F

OR

ME

R

REF. LIN

E

1-4"

& 8-11/4"

PVC

#6312

2

4" C

4" C

8-4/D

NL

PAVED OVER)FILLED OR

(FROM RECORD

VR 14+00

VR 15+00

VR 16+00

VR 17+00

ST

A

VR 16+64.8

9PT

STA VR 15+95.31

PC

TS 6+00 TS 7+00 TS 8+00 TS 9+00





S

W

NOTED IN PLANS.





GRIDNORTH

VARIC

K STREET



MAT

CH LIN

E,

SEE

DR

AWIN

G

NO.

UTP-05


MAT

CH LIN

E,

SEE

DR

AWIN

G

NO.

UTP-10

NOTES:



INFORMATION.





MEET EXISTING WATER MAIN



BUCKEYE

EXISTING GAS MAIN

EXISTING ELECTRIC LINE (TYP.)

(TYP.)

EXISTING WATER MAIN

EXISTING TELEPHONE LINE (TYP.)


EXISTING OVERHEAD

AND RELOCATE

FIRE HYDRANT

REMOVE EXISTING

TO BE ABANDONED


TO BE ABANDONED


TO BE ABANDONED


EXISTING BUCKEYE OIL AND GAS LINES

LEGEND:


HYDRANT REMOVE EXISTING FIRE

CLASS 55 WATER MAIN

D.I.P.dPROPOSED 20"

CLASS 56 WATER MAIN

D.I.P.dPROPOSED 12"

PROPOSED 12" VALVE


9’-

1"

3’-7"

SECTION 23

THOMAS STREET

0 20 40’20

1" = 40’

UTP-07

XXX

M.

MO

HR

MA

NN

J.

BU

TT

E.

CE

RE

ZO

M.

MO

HR

MA

NN

UTILITY PLAN - 7

9/30/2013 1:5

7:4

9

PM

pmarzuillo

CONTRACT NUMBER

DRAWING NO.

SHEET NO.


BRIDGES CULVERTSPIN

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

DOCUMENT NAME:

COUNTY:

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K



ON:

AFFIX SEAL:

FIL

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ME

=

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DA

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ON:

ALTERED BY:





P:\

02461.0

0\4000_Fin_

Des\

CA

DD\40_

Hwy\

Utilities\


gn

D015624

KINGS AND QUEENS

D.

WA

NK.

GRIE

SIN

G

11

K.

GRIE

SIN

G


SEPTEMBER 2013

40% PLANS

CO

NC

WALK

CONC WALK

PILE

SALT STORAGE

AREA

ASPHALT

BROKEN

CH

AIN LIN

K F

ENCE 8.0’

HIG

H

GATE

BR

OKE

N

CO

NC

CONC SURFACE

CONC

DRIV

E

OFFICE

PILE

SALT STORAGE

AREA

ASPHALT

BROKEN

CH

AIN LIN

K F

ENCE 8.0’

HIG

H

GATE

12.0’ C.L.F.

CONC

DRIV

E

OFFICE

SW

W

G

GG

G

G

E

S

S

AB

UT

ME

NT

AB

UT

ME

NT

CHAIN LINK FENCECHAIN LINK FENCE

CH

AIN

LIN

K F

ENCE

CH

AIN

LIN

K F

ENCE

2 STY CONTAINERS

"PREMIER POULTRY INC."

STREET

#70 CHERRY

BRICK

1 STY

BRICK WALL

S

S

S

S

S

RIM=44.32

20"

WATE

R20"

WATE

R

20"

WATE

R

#656670

#446289

16"

60 P.S.I.

12"

GAS

12"

GAS (R

ET.)

8" C.I. WATER

15" CONCRETE15" SEWERINV=35.43

INV=35.498" DIP

12" DIP

12"

NO. 2 F

UE

L

12"

NO. 1

GAS

(FROM RECORD)

(FROM RECORD) (FROM RECORD)

(FROM RECORD)

8"

GAS

RIM=42.95

RIM=45.73INV=33.19 INV=33.03

18"

VCP

RIM=39.27INV=30.87

INV=3

0.67

12"-60PSI WRAPPED WELDED STEEL12"-60PSI WRAPPED WELDED STEEL

12"

WR

AP

WE

LDE

D STE

EL

3-4"

& 12-1 1/

4"

PVC

#52247

#59774

WB 26+00 WB 27+00 WB 28+00 WB 29+00 WB 30+00

EB2 26+00

EB2 27+00

EB2 28+00

EB2 29+00

EB2 30+00

ST

A E

B2 30+19.4

2

PR

C

WR 11+00WR 12+00

WR 13+00WR 14+00WR 15+00

ER 18+00ER 19+00

ER 20+00ER 21+00 ER 22+00

STA ER 20+92.80

PC

EB1 26+00EB1 27+00

EB1 28+00EB1 29+00

EB1 30+00

WB 26+00 WB 27+00 WB 28+00 WB 29+00 WB 30+00

N70°41’24.5"E

N72°19’09.3"E

N72°16’27.6"E

ER 18+00ER 19+00

ER 20+00ER 21+00 ER 22+00

STA ER 20+92.80

PC

VR 11

+00

VR 12

+00

VR 13

+00

VR 14

+00

WR 11+00WR 12+00

WR 13+00WR 14+00WR 15+00

CS 14+00CS 15+00

CS 16+00CS 17+00

CS 18+00





S

W

NOTED IN PLANS.





GRIDNORTH

0 20 40’20

1" = 40’

VA

RIC

K

AV

EN

UE

EXPRESSWAY (EB)


EXISTING I-278 ON RAMP (EB)

EXPRESSWAY (EB)

EXISTING BROOKLYN QUEENSRAMP TO MEEKER AVENUE (WB)

MAT

CH LIN

E,

SEE

DR

AWIN

G

NO.

UTP-06

MAT

CH LIN

E,

SEE

DR

AWIN

G

NO.

UTP-11



SEE

DR

AWIN

G

NO.

UTP-05

MAT

CH LIN

E,

NOTES:



INFORMATION.



UTP-08

XXX

M.

MO

HR

MA

NN

J.

BU

TT

E.

CE

RE

ZO

M.

MO

HR

MA

NN

UTILITY PLAN - 8

(TYP.)

BRIDGE FOOTING

AND SEVICE CONNECTION (TYP.)


TO BE RELOCATED

EXISTING WATER MAIN



EXISTING GAS LINE

TO BE RELOCATED




TO BE RELOCATED


TO BE ABANDONED


VALVE (TYP.)

EXISTING GAS

ST. GAS MAIN

dPROPOSED 12"

AND SEVICE CONNECTION (TYP.)


ABANDOED

EXISTING COMBINED SEWER TO BE

TO BE ABANDONED


TO BE ABANDONED

EXISTING SEWER

TO BE ABANDONED

EXISTING SEWER

LEGEND:

STEEL GAS MAINd PROPOSED 12"

TO BE RETIRED

EXISTING WATER LINE

DENOTES EXISTING UTILITY TO BE ABANDONEDDENOTES EXISTING UTILITY TO BE ABANDONED/RETIRED

CLASS 56 WATER MAIN

D.I.P.dPROPOSED 12"

PROPOSED 12" VALVE

CLASS 55 WATER MAIN

D.I.P.dPROPOSED 20"

PROPOSED 20" VALVE

PROPOSED 12" VALVE

PROPOSED 20" VALVE

CLASS 56 WATER MAIN

D.I.P.dPROPOSED 12" 3-WAY CONNECTION

PROPOSED 20"x12"

3’-4"

5’-1"

16’-

3"

4’-0"

7’-

3"

11’-

3"

SECTION 22

SECTION 21

REALIGNED CHERRY STREET


REALIGNED RAMP TO BROOKLYN QUEENS EXPRESSWAY (EB)

9/30/2013 1:5

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CONTRACT NUMBER

DRAWING NO.

SHEET NO.


BRIDGES CULVERTSPIN

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RD

ESIG

N

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RVIS

OR

DOCUMENT NAME:

COUNTY:

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K



ON:

AFFIX SEAL:

FIL

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ME

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US

ER

=

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ALTERED BY:





P:\

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Des\

CA

DD\40_

Hwy\

Utilities\


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D015624

KINGS AND QUEENS

D.

WA

NK.

GRIE

SIN

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11

K.

GRIE

SIN

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SEPTEMBER 2013

40% PLANS

CHAIN LINK FENCE 8.0’ HIGH

GATE

BRICK

1 STY

CHAIN LINK FENCE 8.0’ HIGH

GATE

BRICK

1 STY

BRICK

2 STY

BRICK

2 STY

T

TRAILER

CH

AIN

LIN

K F

ENCE

CO

NC

WALK

CO

NC

WALK

CO

NC

WALK

CO

NC

WALK

CONC WALK

METAL FENCE

20"

WATE

R

20"

WATE

R

#66695

446268

#28972#52250

#B52249

RECORD)

(FROM

6"

GAS

8" WATER

12"

NO. 2 F

UE

L

12"

NO. 1

GAS

16"

60PSI

STE

EL

6"

STE

EL

12"

WR

AP

WE

LDE

D STE

EL (R

ET.)

12"

WR

AP

WE

LDE

D STE

EL (R

ET.)

12"

WR

AP

WE

LDE

D STE

EL

CAPPED

VR 10+00

VR 11+00

AS 19+00AS 20+00




S

W


NOTED IN PLANS.





GRIDNORTH

VARIC

K STREET

ANTHONY STREET


NOTES:



INFORMATION.



AND ELECTRIC LINE (TYP.)

EXISTING OVERHEAD TELEPHONELINE (TYP.)

EXISTING TELEPHONE

LINE (TYP.)

EXISTING OVERHEAD ELECTRICCAPPED

EXISTING WATER MAIN

WATER MAIN

MEET EXISTING

EXISTING BUCKEYE OIL AND GAS LINES

LEGEND:




5’-3"

CLASS 55 WATER MAIN


0 20 40’20

1" = 40’

UTP-09

XXX

M.

MO

HR

MA

NN

J.

BU

TT

E.

CE

RE

ZO

M.

MO

HR

MA

NN

UTILITY PLAN - 9

9/30/2013 1:5

7:5

9

PM

pmarzuillo

CONTRACT NUMBER

DRAWING NO.

SHEET NO.


BRIDGES CULVERTSPIN

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

DOCUMENT NAME:

COUNTY:

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K



ON:

AFFIX SEAL:

FIL

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ME

=

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ER

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DA

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TI

ME

=

ON:

ALTERED BY:





P:\

02461.0

0\4000_Fin_

Des\

CA

DD\40_

Hwy\

Utilities\


gn

D015624

KINGS AND QUEENS

D.

WA

NK.

GRIE

SIN

G

11

K.

GRIE

SIN

G


SEPTEMBER 2013

40% PLANS

BUILDING

BRICK

1 STY

CONC

RAMP

LOADING

BUILDING

BRICK

1 STY

RAMP

LOADINGS

W

E

AREA

CONC

AREA

CONC

SURFACECONC

SURFACECONC

SURFACECONC

S

S

S

S

S

SUMP=7.20

RIM=31.49

INV=2

7.5

15"

CLA

Y

#60318

#58971

#60309

(FROM RECORD)

12" VCP

15"

VCP

(FROM RECORD)

(FROM RECORD)

(FROM RECORD)

18" COMBINED SEWER

18" COMBINED SEWER

18" COMBINED SEWER

CAPPE

D6"

WR

APPE

D STE

EL

12" -

60PSI

WR

AP

WE

LDE

D STE

EL

2"

RE

TIR

ED

CAPPE

D

CAPPE

D

INV=22.26

INV=22.26

INV=2

2.28

PAVED OVER)FILLED OR

(FROM RECORD

SA 16+00

SA 17+00

TS 10+00 TS 11+00 TS 12+00 TS 13+00 TS 14+00




S

W


NOTED IN PLANS.





GRIDNORTH


EXPRESSWAY (WB)EXISTING BROOKLYN QUEENSM

AT

CH LIN

E,

SEE

DR

AWIN

G

NO.

UTP-07

MAT

CH LIN

E,

SEE

DR

AWIN

G

NO.

UTP-13


NOTES:



INFORMATION.




PROPOSED FIRE HYDRANT AND

(TYP.)

EXISTING GAS LINE

TELEVISION LINE

EXISTING OVERHEAD CABLE

LINE (TYP.)

EXISTING ELECTRIC

EXISTING SANITARY SEWER (TYP.)

TO BE ABANDONED


ST. GAS MAIN

dPROPOSED 12"

TO BE ABANDONED


TO BE ABANDONED


TO BE ABANDONED


TO BE ABANDONED


LINE IS CAPPED AT THIS LOCATION

PERFORMED BY A DOT CONTRACTOR THIS SEWER

AS PER THE K-BRIDGE SEWER VIDEO INSPECTION

LEGEND:

BY NATIONAL GRID.

STEWART AVENUE AND MEEKER AVENUE TO BE COMPLETED

PROPOSED GAS MAIN WORK AT THE INTERSECTION OF


PROPOSED 12" VALVE

WATER MAIN

D.I.P. CLASS 56

dPROPOSED 12"

WATER MAIN

D.I.P. CLASS 56

dPROPOSED 12"

20’-

1"

14’-1"

7’-7"

3’-1"

WATER MAIN

MEET EXISTING

ST. GAS MAINd 12"

CONTRACTOR FOR PROPOSED

LIMIT OF NYSDOT DESIGN BUILD

SECTION 24

SECTION 25

REPLACE EXISTING VALVE

THOMAS STREET

THOMAS STREET

STE

WART

AVE

NUE

0 20 40’20

1" = 40’

UTP-10

XXX

M.

MO

HR

MA

NN

J.

BU

TT

E.

CE

RE

ZO

M.

MO

HR

MA

NN

UTILITY PLAN - 10

9/30/2013 1:5

8:0

3

PM

pmarzuillo

CONTRACT NUMBER

DRAWING NO.

SHEET NO.


BRIDGES CULVERTSPIN

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

DOCUMENT NAME:

COUNTY:

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K



ON:

AFFIX SEAL:

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:





P:\

02461.0

0\4000_Fin_

Des\

CA

DD\40_

Hwy\

Utilities\


gn

D015624

KINGS AND QUEENS

D.

WA

NK.

GRIE

SIN

G

11

K.

GRIE

SIN

G


SEPTEMBER 2013

40% PLANS

W/ TRANSFORMER#46144

STREET

#126 CHERRY

BRICK

1 STY

#116

#140

CONC BLOCKS

METAL FENCE

LOADING DOCK

AVENUE#515 GARDNER

BRICK

2 STY

AREA

ASPHALT

TR

UC

K S

CALE

I-BE

AMS

BLOCK

2 STY

CONC WALL#6980

CONC DRIVE

CH

AIN LIN

K F

ENCE 8.0’-12.0’

HIG

H

CONC WALKASPHALT WALKCONC WALK

DNB 4

DNB 5

STREET

#126 CHERRY

BRICK

1 STY

#116

#140

CONC BLOCKS

METAL FENCE

LOADING DOCK

AVENUE#515 GARDNER

BRICK

2 STY

AREA

ASPHALT

TR

UC

K S

CALE

I-BE

AMS

BLOCK

2 STY

CONC WALL

CONC DRIVE

CONC WALKASPHALT WALKCONC WALK

DNB 4

DNB 5

S

SS

S

W

G

DNB 4

DNB 5

S S S

SURFACECONC

SURFACECONC

SURFACECONC

SURFACE

CONC

BUILDINGSTORAGE

MAINTENANCE

W

12"

CO

NCRE

TE

12" CONCRETE 12" I-PIPE 12" BRICK

15"

CLA

Y

19635

#5X505020

#57889#T13 #T14

RECORD)

(FROM

RECORD)

(FROM

INV=27.17

INV=2

6.77

SUMP=26.98

RIM=31.76

INV=21.88 INV=21.88

SUMP=22.01

RIM=27.26

8" DIP

8" DIP

CAPPED

CAPPED (FROM RECORD)12" RCP

2" R.L. RETIRED

2" R.L. RETIRED12"-60PSI WRAPPED WELDED STEEL

4"

DB-F

S-P

E-6

0


#66180

EASE

ME

NT

NO. S86-2

578-B

WB 31+00 WB 32+00

WB 33+00

WB 34+00

WB 35+00

STA WB 31+52.05

PC

EB2 31+00 EB2 31+50

ER 23+00

ER 24+00

ER 25+00 STA ER 25+29.14PT

STA WR 10+41.83

PRC

EB 32+00

EB 33+00

EB 34+00

EB 35+00

STA EB 31+50.00

PC

STA WR 10+00.00

POC

EB1 31+00

WB 31+00

WB 33+00

WB 34+00

WB 35+00

STA EB1 30+92.25

PCSTA EB1 31+48.54

POC

N70°41’24.5"E

ER 23+00

ER 24+00

ER 25+00 STA ER 25+29.14PT

SA 13

+00

SA 14+00

SA 15+00

WR 10+00STA WR 10+41.83

PRC

STA SA 13+88.90

PI

STA WR 10+00.00

POC

CS 19+00




S

W


NOTED IN PLANS.





GRIDNORTHMATCH LINE, SEE DRAWING NO. UTP-10

MAT

CH LIN

E,

SEE

DR

AWIN

G

NO.

UTP-14



STREET

REALIGNED CHERRY

MAT

CH LIN

E,

SEE

DR

AWIN

G

NO.

UTP-08

MATCH LINE, SEE DRAWING NO. UTP-12NOTES:



INFORMATION.





FIRE HYDRANT

REMOVE EXISTING

TO BE RELOCATED

EXISTING WATER MAIN

BE RELOCATED

ELECTRIC LINES TO

EXISTING OVERHEAD

(TYP.)

BRIDGE FOOTING

POLE (TYP.)

EXISTING LIGHT

ELECTRIC


ST. GAS MAIN

dPROPOSED 12"

ST. GAS MAIN

dPROPOSED 12"

TO BE ABANDONED


TO BE ABANDONED

EXISTING SEWER (TYP.)

TO BE RETIRED

EXISTING GAS LINES

BE ABANDONED

EXISTING GAS MAIN TO

LEGEND:

TO BE ABANDONED



CLASS 56 WATER MAIN

D.I.P.dPROPOSED 12"

CLASS 56 WATER MAIN

D.I.P.dPROPOSED 12"

10’

8’

LINE TO BE RELOCATEDEXISTING UNDERGROUND ELECTRIC

TO BE RELOCATEDEXISTING FIRE HYDRANT



VALVE

PROPOSED 12"

PROPOSED 12" VALVE

2�’

SECTION 26

6’-5"

STE

WART

AVE

NUE


QUEENS EXPRESSWAY (EB)REALIGNED RAMP TO BROOKLYN

0 20 40’20

1" = 40’

UTP-11

XXX

M.

MO

HR

MA

NN

J.

BU

TT

E.

CE

RE

ZO

M.

MO

HR

MA

NN

UTILITY PLAN - 11

9/30/2013 1:5

8:0

6

PM

pmarzuillo

CONTRACT NUMBER

DRAWING NO.

SHEET NO.


BRIDGES CULVERTSPIN

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

DOCUMENT NAME:

COUNTY:

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K



ON:

AFFIX SEAL:

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:





P:\

02461.0

0\4000_Fin_

Des\

CA

DD\40_

Hwy\

Utilities\


gn

D015624

KINGS AND QUEENS

D.

WA

NK.

GRIE

SIN

G

11

K.

GRIE

SIN

G


SEPTEMBER 2013

40% PLANS

AREA

ASPHALT

AREA

ASPHALT

TR

UC

K S

CALE

TR

AIL

ER

CO

NC

WALL

CONC WALL

AREA

YARD

RECYCLING

BRICK

1 STY

AREA

ASPHALT

AREA

ASPHALT

TR

UC

K S

CALE

TR

AIL

ER

CO

NC

WALL

CONC WALL

AREA

YARD

RECYCLING

BRICK

1 STY

CO

NC

WALK

ME

TAL F

ENCE

BUILDING

BLOCK

1 STY BUILDING

BLOCK

2 STY

TRAILER

#6551610 & 656670 C20308

#17807

#655160

EASEMENT NO. S86-2578-B

SA 10+00

SA 11+00

SA 12

+00

STA SA 11+67.12PI





S

W

NOTED IN PLANS.





GRIDNORTH


NOTES:



INFORMATION.



TO BE RELOCATED




WATER MAIN CAP

PROPOSED



LEGEND:

PE GAS MAINd PROPOSED 4"

LINE (TYP.)



PROPOSED 12" VALVE

CLASS 56 WATER MAIN

D.I.P.dPROPOSED 12"

CLASS 56 WATER MAIN

D.I.P.dPROPOSED 12"

3-WAY CONNECTION

PROPOSED 12"x12"

7’-7"

12’-4"

24’-

10"

24’-6"

6’-6"



ANTHONY STREET

STE

WART

AVE

NUE

GAR

DNE

R

AVE

NUE

WATER MAIN

EXISTING 12" DIAMETER

0 20 40’20

1" = 40’

0 20 40’20

1" = 40’

UTP-12

XXX

X.

XX

XX.

XX

XX.

XX

XX.

XX

X

UTILITY PLAN - 12

9/30/2013 1:5

8:1

0

PM

pmarzuillo

CONTRACT NUMBER

DRAWING NO.

SHEET NO.


BRIDGES CULVERTSPIN

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

DOCUMENT NAME:

COUNTY:

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K



ON:

AFFIX SEAL:

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:





P:\

02461.0

0\4000_Fin_

Des\

CA

DD\40_

Hwy\

Utilities\


gn

D015624

KINGS AND QUEENS

D.

WA

NK.

GRIE

SIN

G

11

K.

GRIE

SIN

G


SEPTEMBER 2013

40% PLANS

B65996

CONC

GATE

GATE

ME

TAL F

ENCE

BUILDINGBRICK

2 1/2 STYDOCK

RE

WALL

CONC

CONC

B65996

BUILDINGBRICK

2 1/2 STYDOCK

RE

WALL

CONC

S

W

E

AREA

CONC

CO

NC

BLOC

KS

CHAIN LINK FENCE

GATE

SURFACECONC

EM

ET

AL F

ENCE

G

RIM

=20.62

RIM=20.77

SUMP=6.30RIM=20.08

#B17813

#60307

#B70752

(FROM RECORD)

8" WATER

12"

WATE

R12"

WATE

R

6" WRAPPED STEEL

12" 60 PSI WRAPPED DFM

2"

H.I.

RE

TIR

ED

12"-60PSI

WR

APPE

D

WE

LDE

D STE

EL

6"

WR

APPE

D STE

EL

#65965

WB 36+00

GA 12+00

GA 13+00

GA 14+00

GA 14+50

TS 14+00 TS 15+00 TS 16+00

0 20 40’20

1" = 40’

GRIDNORTH


MATCH LI

NE, SEE

DRAWING

NO. UTP-

15

MAT

CH LIN

E,

SEE

DR

AWIN

G

NO.

UTP-10

THOMAS STREET

GAR

DNE

R

AVE

NUE

SEE

DR

AWIN

G

NO.

UTP-15

MATC

H LIN

E,

ST

A EB 37+00,




S

W


SURFACECONC

UTP-13

XXX

M.

MO

HR

MA

NN

J.

BU

TT

E.

CE

RE

ZO

M.

MO

HR

MA

NN

UTILITY PLAN - 13

NOTES:



INFORMATION.



LINE (TYP.)

EXISTING ELECTRIC

(TYP.)

GAS VALVE

EXISTING

RELOCATED

TO BE

FIRE HYDRANT

EXISTING

(TYP.)

BRIDGE F

OOTINGjPROPOSED

EXISTING GAS LINE (TYP.)


EXISTING OVERHEAD


PE GAS PIPEd PROPOSED 4"

SEWER TO B

E ABANDONED

EXISTING STORM

LINE IS NOT LOCATED NORTH OF THIS POINT

PERFORMED BY A DOT CONTRACTOR THIS SEWER

AS PER THE K-BRIDGE SEWER VIDEO INSPECTION

ABANDONED

LINE TO BE

EXISTING GAS

LEGEND:

NOTED IN PLANS.






PROPOSED 12" VALVE

PROPOSED 12" VALVE



CLASS 56 WATER MAIN

D.I.P. d PROPOSED 12"

WATER MAIN

D.I.P. CLASS 56

dPROPOSED 12"

17’-8"

7’-5"

PROPOSED 12"X12" 3-WAY CONNECTION

SECTION 28

9/30/2013 1:5

8:1

3

PM

pmarzuillo

CONTRACT NUMBER

DRAWING NO.

SHEET NO.


BRIDGES CULVERTSPIN

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

DOCUMENT NAME:

COUNTY:

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K



ON:

AFFIX SEAL:

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:





P:\

02461.0

0\4000_Fin_

Des\

CA

DD\40_

Hwy\

Utilities\


gn

D015624

KINGS AND QUEENS

D.

WA

NK.

GRIE

SIN

G

11

K.

GRIE

SIN

G


SEPTEMBER 2013

40% PLANS

#15

G

ATE

AVENUE#530 GARDNER

BRICK

1 STY

#15

CONC BLOCKS

G

ATE

AVENUE#530 GARDNER

BRICK

1 STY

S

S

W

E

TRADING""SONS AND SONS

BRICK

2 STY

CONC WALK

CONC WALK

CO

NC

WALK

ASP

HALT

WALK

ASP

HALT

WALK

ME

TAL F

ENCE

S12" BRICK

#67325

#67326

#17809

#17808

SUMP=18.41

RIM=22.41

INV=18.31

INV=18.34

SU

MP=18.21

RIM

=21.8

8

INV=18.99

8" DIP

12"

WATE

R

18" COMBINED SEWER

(FROM RECORD)

INV=18.14

2" R.L. RETIRED

2"

H.I. R

ETIR

ED

2" R.L. RETIRED

12"-60PSI

WR

APPE

D

WE

LDE

D STE

EL

6"

WR

APPE

D STE

EL

#63549

EB 36+00

EB 37+00

WB 36+00

GA 10+00

GA 11+00

GA 12+00




S

W


NOTED IN PLANS.





GRIDNORTHMATCH LINE, SEE DRAWING NO. UTP-13

MAT

CH LIN

E,

SEE

DR

AWIN

G

NO.

UTP-11


RELOCATED

ELECTRIC LINE TO BE

EXISTING OVERHEAD

TO BE RELOCATED


SEE

DR

AWIN

G

NO.

UTP-15

MATC

H LIN

E,

ST

A.

EB 37+00,

LINE (TYP.)

EXISTING ELECTRIC

NOTES:



INFORMATION.



MAIN (TYP.)

EXISTING WATER



LINES TO BE ABANDONED

EXISTING GAS

NATIONAL GRID

AVENUE TO BE COMPLETED BY

WORK SOUTH ALONG GARDNER

PE GAS MAINdPROPOSED 4"

TO BE ABANDONED


TO BE ABANDONED

GAS VALVE EXISTING

PE GAS MAINd PROPOSED 4"

ABANDONED

GAS MAIN TO BE

EXISTING 2" RETIRED

FOOTING (TYP.)

PROPOSED BRIDGE

LEGEND:


PROPOSED 12" d D.I.P.

CLASS 56 WATER MAIN

PROPOSED 12" d D.I.P.

CLASS 56 WATER MAIN

9’-8"

20’

6’-2"

SECTION 27

CHERRY STREET

GAR

DNE

R

AVE

NUE

0 20 40’20

1" = 40’

UTP-14

XXX

M.

MO

HR

MA

NN

J.

BU

TT

E.

CE

RE

ZO

M.

MO

HR

MA

NN

UTILITY PLAN - 14

9/30/2013 1:5

8:1

8

PM

pmarzuillo

CONTRACT NUMBER

DRAWING NO.

SHEET NO.


BRIDGES CULVERTSPIN

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

DOCUMENT NAME:

COUNTY:

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K



ON:

AFFIX SEAL:

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:





P:\

02461.0

0\4000_Fin_

Des\

CA

DD\40_

Hwy\

Utilities\


gn

D015624

KINGS AND QUEENS

D.

WA

NK.

GRIE

SIN

G

11

K.

GRIE

SIN

G


SEPTEMBER 2013

40% PLANS

BUILDING

BRICK

2 1/2 STY

RA

MP

ROOF OVERHANG

RE

WALL

CONC

CONC

CONC

BLOCKS

65925

#60311

AVENUE

#470 SCOTT

BRICK

2 STY

#66227 TRAILER

BLO

CKS

SURF

ACE

CONC

BUIL

DIN

G

BUILDINGMASONRY

DNB 6

DNB 7A

DNB 7B

BUILDING

BRICK

2 1/2 STY

RA

MP

ROOF OVERHANG

RE

WALL

CONC

CONC

BLOCKS

65925

#60311

AVENUE

#470 SCOTT

BRICK

2 STY

#66227 TRAILER

BLO

CKS

SURF

ACE

CONC

BUIL

DIN

G

RW/ METAL FENCE

BUILDINGMASONRY

DNB 6

DNB 7A

DNB 7B

S

S

W

G

E

E

DNB 6

DNB 7A

DNB 7B

S

E

E

E

RAMP

RA

MP

SURFACE

CONC

METER

STORAGE AREA

METAL CONTAINER

CHAIN LINK FENCE

CHAIN LINK FENCE

STREET

#75 THOMAS

BRICK

2 STY

DOCK

LOADING

AREA

CONTAINERS IN THIS

STACKED STORAGE

CONC WALK

CONC WALK

CONC

WALL

CONC

WALL

CONC

WALL

CONC

WALL

CONC

WALL

CHAIN LINK FENCE

GATE

CABINETW/ CON EDCONC PAD

CONC

G

#B70752

#446288

(050 442)

#446268

#67326

#60355

#S6727

8" WATER

8"

WATER

CAPPED

6" WRAPPED STEEL

12" 60 PSI WRAPPED DFM

6" -

60PSI

WR

APPE

D

WELD

ED STEEL

6" -

60 PSI

WR

APPE

D

WELD

ED STEEL

WELD

ED STEEL

4" -

60PSI

WR

APPE

D

6" -

60PSI

WR

APPE

D

WELD

ED STEEL

#65913

#65914

#65912

#65925

#66229

#60311

#M74674

#69998

#70752

EASE

ME

NT

NO. S6-8662-B(2)

WB 37+00

WB 38+00

WB 39+00 WB 40+00WB 41+00

WB 42+00

STA WB 40+33.78

PT

EB 37+00

EB 38+00

EB 39+00EB 40+00

EB 41+00EB 42+00

STA EB 40+67.70

PT

WB 37+00

WB 38+00

WB 39+00 WB 40+00WB 41+00

WB 42+00

N42°16’07.1"E

N42°16’07.1"E

TS 16+00

TS 17+00

TS 18+00

TS 19+00

TS 19+38

SC 11+00

SC 12

+00

SC 13

+04

SUMP=6.27INV=6.43




S

W


NOTED IN PLANS.





0 20 40’20

1" = 40’

GRID

NORT

H

THOMAS STREET

EXPRESSWAY (WB)

BROOKLYN QUEENS

EXPRESSWAY (EB)

BROOKLYN QUEENS

EXPRESSWAY (WB)


EXPRESSWAY (EB)



WALKWAY / BIKEWAY

EXIS

TIN

G SCOTT AVENUE

EXPRESSWAY C-D (EB)

BROOKLYN QUEENS

TO BE RELOCATED






TO BE RELOCATED


SEE

DR

AWIN

G

NO.

UTP-14

MAT

CH LIN

E ST

A.

EB 37+00,

SEE

DR

AWIN

G

NO.

UTP-13

MAT

CH LIN

E ST

A.

EB 37+00,

MAT

CH LIN

E ST

A.

EB 42+90,

SEE

DR

AWIN

G

NO.

UTP-16

POLE (TYP.)

EXISTING LIGHT

EXISTING FIRE HYDRANT (TYP.) EXISTING UNDERGROUND ELECTRIC LINE TO BE RELOCATED

MAIN CAP

PROPOSED WATER

EXISTING WATER MAIN


NOTES:



INFORMATION.



UTP-15

XXX

M.

MO

HR

MA

NN

J.

BU

TT

E.

CE

RE

ZO

M.

MO

HR

MA

NN

UTILITY PLAN - 15

EXISTING GAS VALVE (TYP.)

(TYP.)

BRIDGE FOOTING







(TYP.)

SERVICE CONNECTION

HYDRANT AND

PROPOSED FIRE

TO BE ABANDONED



SEWER (TYP.)

EXISTING SANITARY



TO BE RETIRED

EXISTING GAS LINE

LEGEND:

TO BE ABANDONED

EXISTING GAS LINES

TO BE RETIRED

EXISTING GAS LINE

VALVE TO BE RELOCATED

EXISTING WATER

TO BE ABANDONED

EXISTING WATER MAIN

CABINET TO REMAIN

EXISTING CON EDISON


BE INSTALLED BY NATIONAL GRID

PE GAS MAIN TO d PROPOSED 4"

12’-4"

CLASS 56 WATER MAIN


CLASS 56 WATER MAIN


14’-8"

CLASS 56 WATER MAIN


13’-5"

3’-7"

SECTION 29

PE GAS MAIN TO TOWNSEND STREET

dNATIONAL GRID SHALL INSTALL A 4"




S

W


NOTED IN PLANS.





0 20 40’20

1" = 40’

X

GRID

NORT

H

EXPRESSWAY (WB)

BROOKLYN QUEENS

EXPRESSWAY (EB)

BROOKLYN QUEENS

NEWTOWN CREEK

WALKWAY / BIKEWAYEXPRESSWAY (WB)



EXPRESSWAY C-D (EB)

BROOKLYN QUEENS

MAT

CH LIN

E ST

A.

EB 42+90,

SEE

DR

AWIN

G

NO.

UTP-15

MAT

CH LIN

E ST

A.

EB 48+90,

SEE

DR

AWIN

G

NO.

UTP-17

NOTES:



INFORMATION.



UTP-16

XXX

M.

MO

HR

MA

NN

J.

BU

TT

E.

CE

RE

ZO

M.

MO

HR

MA

NN

UTILITY PLAN - 16

(TYP.)FOOTING

PROPOSED BRIDGE

NEWTOWN CREEK

EBB

FLOOD

EXISTING STORM SEWER TO BE ABANDONED

STORM SEWER

ABANDONED EXISTING 24"

TREATMENT SYSTEM (TYP.)

PROPOSED STORMWATER

OUTFALLdEXISTING 24" OUTFALLd EXISTING 24"

OUTFALLd PROPOSED 42"

OUTFALLd PROPOSED 36"

LEGEND:



9/30/2013 1:5

8:2

3

PM

pmarzuillo

CONTRACT NUMBER

DRAWING NO.

SHEET NO.


BRIDGES CULVERTSPIN

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

DOCUMENT NAME:

COUNTY:

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K



ON:

AFFIX SEAL:

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:





P:\

02461.0

0\4000_Fin_

Des\

CA

DD\40_

Hwy\

Utilities\


gn

D015624

KINGS AND QUEENS

D.

WA

NK.

GRIE

SIN

G

11

K.

GRIE

SIN

G


SEPTEMBER 2013

40% PLANS

CEMENT

FILLED WITH HYDRAULIC

TO BE ABANDONED AND


AREA

CONC

CONC BLOCKS

CONT

AIN

ER

CONT

AIN

ER

METAL FENCE

WATE

RS E

DGE

MHUNK.

DNB 8DNB 9

CONT

AIN

ER

CONT

AIN

ER

WATE

RS E

DGE

DNB 8DNB 9DNB 8DNB 9

OPEN STORAGE

OPEN STORAGE

6’ CHAIN LINK FENCE

SURFACE

CONC

SURFACE

CONC

SURFACE

CONC

CO

NC

WALL

CO

NC

WALL

CO

NC

WALL

CO

NC

WALL

SURFACE

CONC

RIP

RAP

SID

EW

ALK

S

S

S

MANHOLE 4

(LOCKED)

VAULT

(LOCKED)VAULT

RIM

=9.67

STRUCTURE

VALVES IN

RIM=9.71

RIM=9.76

48" CRTP

RIM=11.11

(FROM RECORD)APP

RO

XIM

ATE L

OC

ATIO

N

OF

DR

AIN

AGE SE

WE

R

WB 43+00 WB 44+00 WB 45+00 WB 46+00 WB 47+00 WB 48+00

STA WB 47+34.89

PC

EB 43+00 EB 44+00 EB 45+00 EB 46+00 EB 47+00 EB 48+00

STA EB 47+68.82

PC

N42°16’07.1"E

WB 43+00 WB 44+00 WB 45+00 WB 46+00 WB 47+00 WB 48+00

N42°16’07.1"E




S

W


NOTED IN PLANS.





0 20 40’20

1" = 40’

GRID

NO

RT

H

X

56 ROAD

EXPRESSWAY (EB)

BROOKLYN QUEENS

EXPRESSWAY (WB)

BROOKLYN QUEENS

56 ROAD

MAT

CH LIN

E ST

A.

EB 54+70,

SEE

DR

AWIN

G

NO.

UTP-18

EXPRESSWAY C-D (EB)

BROOKLYN QUEENS

WALKWAY / BIKEWAY

MAT

CH LIN

E ST

A.

EB 48+90,

SEE

DR

AWIN

G

NO.

UTP-16

NOTES:



INFORMATION.



UTP-17

XXX

M.

MO

HR

MA

NN

J.

BU

TT

E.

CE

RE

ZO

M.

MO

HR

MA

NN

UTILITY PLAN - 17

TREATMENT UNIT

PROPOSED STORMWATER

(TYP.)FOOTING

PROPOSED BRIDGE

WATER MAIN MEET EXISTING

EXISTING WATER VALVE (TYP.)

MAIN (TYP.)

EXISTING WATER

EXISTING FIRE HYDRANT (TYP.)

WATER MAIN

MEET EXISTING

LINE (TYP.)

EXISTING GAS


CEMENT

FILLED WITH HYDRAULIC

TO BE ABANDONED AND


WITH HYDRAULIC CEMENT

BE ABANDONED AND FILLED

EXISTING 10" STORM SEWER TO

HYDRAULIC CEMENT

FILLED WITH

ABANDONED AND

SEWER TO BE

EXISTING STORM





AND ELECTRIC LINES TO BE RELOCATED

CABLE TELEVISION, TELEPHONE

EXISTING OVERHEAD FIBER OPTIC,

SERVICE CONNECTION (TYP.)PROPOSED FIRE HYDRANT AND

ABANDONED EXISTING STORM SEWER

ABANDONED EXISTING STORM SEWER

STORM SEWERABANDONED EXISTING


PROJECT LIMIT

ALL WORK OUTSIDE OF

NATIONAL GRID TO PERFORM

TO BE RETIRED

EXISTING GAS LINE

VALVE TO BE ABANDONED

EXISTING GAS

LEGEND:


CLASS 56 WATER MAIN


6’-2"

SECTION 30

9/30/2013 1:5

8:3

0

PM

pmarzuillo

CONTRACT NUMBER

DRAWING NO.

SHEET NO.


BRIDGES CULVERTSPIN

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

DOCUMENT NAME:

COUNTY:

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K



ON:

AFFIX SEAL:

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:





P:\

02461.0

0\4000_Fin_

Des\

CA

DD\40_

Hwy\

Utilities\


gn

D015624

KINGS AND QUEENS

D.

WA

NK.

GRIE

SIN

G

11

K.

GRIE

SIN

G


SEPTEMBER 2013

40% PLANS

FP FP12’ CHAIN LINK FENCE

YARD"IMPOUND

"NYPD QUEENS

6.0’ CHAIN

LINK FENCE

CONC

WALK

PARKING AREA

ASPHALTTRAILER

TR

AIL

ER

ASP

HALT S

W

PAVEDCONCRETE

6.0’

CH

AIN LIN

K FE

NCE

DNB 10

DNB 11


YARD"IMPOUND

"NYPD QUEENS

TRAILER

TR

AIL

ER

DNB 10

DNB 11

S

S

S

S

SS

G

PAR

KIN

G"

"NO

DNB 10

DNB 11

OPENSTORAGE

LON

G IS

LAN

D

RAIL

ROAD

S

TRAILER

TRAILER

TRAILER TRAILER

SHEDMETAL1 S

TY

CONC BLOCK WALL

CONC

BLOCK

WALL

CONC BLOCK WALL

6.0’

CH

AIN LIN

K FE

NCE

AREAPAVEDCONCRETE

HORIZ

ONT

AL

ROLLIN

G

GATE

RAMPCONCRETE

CONC BLOCK WALL

METAL FENCE

AREAASPHALT

AREAASPHALT

AREA

ASPHALT

AREA

ASPHALT

AREA

ASPHALT

AREA

ASPHALT

GATE

BO

OT

H

METERS

6.0’

CH

AIN LIN

K FE

NCE


10’

CH

AIN

LIN

K F

ENCE

SU

MACS

4"-8

"

ARE

A

ST

OR

AGE

ARE

A

ST

OR

AGE

E

E

S

PIP

ELIN

E

MAR

KE

R

PETR

OLE

UM

PIP

ELIN

E

MAR

KE

R

PETR

OLE

UM

S

S

S

S

S

S

(LOCKED)VAULT

NO

VISIB

LE PIP

ES

FIL

LE

D

W/

WATE

R

DR

AIN

AGE

BOX

WITH S

ANDFILLED

RIM=14.17

#26560

#26558

#T11

RE

COR

D)

(FR

OM

(FROM RECORD)

(FROM RECORD)

30"x40"

STORM SEWER

30"x40"

STORM SEWER

39"

CRTP

IN FIELDNOT FOUND

6"

INV=3.65

RIM

=11.20

INV=4.31

12"

WATE

R

12"

WATE

R

6"

PLA

STIC

12"

WATE

R

(FROM RECORD)

12"

ES

VP

24" CLAY24" CLAY RIM=15.57

12" CLAY

INV=5.91

24" CLAY

INV=5.35

INV=7.08

RIM=13.90

RIM=11.11

RIM=11.29

RIM

=13.52

RIM

=13.26

RE

COR

D

PIP

E LIN

E (2-12

" PIP

ES)

INV=8.77

INV=8.32

12" CLAY

INV=1.6

2

INV=1.6

2

INV=10.67

INV=8.43

INV=10.55

18" CLAY

10"

CLA

Y

10"

CLAY

COVERED

OUTLET

#M472

BOX

CUST

OME

R

6"

WR

AP

WELD ST.

6"

MCD (R

ETIR

ED)

8"

PVC

8"

PVC

WB 49+00WB 50+00 WB 51+00 WB 52+00

WB 53+00

WB 54+00

EB 49+00

EB 50+00EB 51+00 EB 52+00

EB 53+00

EB 54+00

WB 49+00WB 50+00 WB 51+00 WB 52+00

WB 53+00

WB 54+00

RR 12

+00

RR 13

+00

RR 14

+00

32+00

33+00

34+00




S

W


NOTED IN PLANS.





GRID

NO

RT

H

0 20 40’20

1" = 40’

LAUREL HILL BOULEVARD

55

AVE

NUE

EXPRESSWAY (WB)

BROOKLYN QUEENS

EXPRESSWAY (EB)

BROOKLYN QUEENS

MAT

CH LIN

E ST

A.

EB 60+60,

SEE

DR

AWIN

G

NO.

UTP-20

EXPRESSWAY C-D (EB)

BROOKLYN QUEENS

WALKWAY / BIKEWAYEXPRESSWAY (WB)


EXPRESSWAY (EB)



MAT

CH LIN

E ST

A.

EB 54+70,

SEE

DR

AWIN

G

NO.

UTP-17

NOTES:



INFORMATION.



UTP-18

XXX

M.

MO

HR

MA

NN

J.

BU

TT

E.

CE

RE

ZO

M.

MO

HR

MA

NN

UTILITY PLAN - 18

(TYP.)FOOTING

PROPOSED BRIDGE



EXISTING OVERHEAD ELECTRIC LINE

EXISTING GAS LINE


EXISTING WATER MAIN (TYP.)

REMOVE EXISTING FIRE HYDRANT

EXISTING SANITARY SEWER TO BE ABANDONED (TYP.)

STORM SEWER

ABANDONED EXISTING

STORM SEWER

ABANDONED EXISTING

BE ABANDONED

EXISTING WATER MAIN TO

LEGEND:


UTILITIES WITHIN LAUREL HILL BLVD.

HE MITIGATES ALL IMPACTS TO THE EXISTING

TEMPORARY BRIDGE OVER LAUREL HILL BLVD. SO THAT

THE DESIGN BUILD CONTRACTOR SHALL DESIGN THE 4.

9/30/2013 1:5

8:3

4

PM

pmarzuillo

CONTRACT NUMBER

DRAWING NO.

SHEET NO.


BRIDGES CULVERTSPIN

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

DOCUMENT NAME:

COUNTY:

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K



ON:

AFFIX SEAL:

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:





P:\

02461.0

0\4000_Fin_

Des\

CA

DD\40_

Hwy\

Utilities\


gn

D015624

KINGS AND QUEENS

D.

WA

NK.

GRIE

SIN

G

11

K.

GRIE

SIN

G


SEPTEMBER 2013

40% PLANS

AREAASPHALT

SURFACEUNEVEN CONC

BLDG,BRICK1�STY

SHED

TRAILER TRAILER

CONC WALK

PAVEDCONCRETE

PAVED

CONCRETE

BLDG,BRICK2 STY

CONC BLOCK1 STORY

YARD"

IMPOUND

"NYPD QUEENS

CONC WALK

IRON FENCE 6.0’

CLF 6.0’

DNB 12

DNB 13

AREAASPHALT

SURFACEUNEVEN CONC

BLDG,BRICK1�STY

TRAILER TRAILER

PAVED

CONCRETE

BLDG,BRICK2 STY

CONC BLOCK1 STORY

CONC WALK

IRON FENCE 6.0’

CLF 6.0’

DNB 12

DNB 13

S

S

SS

S

DNB 12

DNB 13

GRASS

TRAILER

TRAILER

TRAILER

TRAILER

S

SHEDMETAL1 STY

CO

NC

BLOC

K

WALL

CONC BLOCK WALL

CONTAINERSMETAL

CONT

AIN

ERC

ONC

WALL

CO

NC

BLOC

K

WALL

METAL FENCE

METAL FENCE

METAL FENCE METAL FENCE

AREA

ASPHALT

AREA

ASPHALT

AREA

ASPHALT

AREA

ASPHALT

S

SS

S

SS

FH

23075

#446268

12" WATER

12" WATER

18" VCP

18" VCP


(FROM RECORD)

12" VCP

WB 55+00

WB 56+00WB 57+00 WB 58+00

WB 59+00WB 60+00

STA WB 57+87.54

PT

EB 55+00

EB 56+00EB 57+00 EB 58+00

EB 59+00EB 60+00

STA EB 58+25.21

PT

ER2 10+00 ER2 11+00 ER2 12+00 ER2 13+00

WB 55+00

WB 56+00WB 57+00 WB 58+00

WB 59+00WB 60+00

N26°35’50.6"E

N26°35’50.6"E

N27°33’08.0"E

9/30/2013 1:5

8:3

9

PM

pmarzuillo

CONTRACT NUMBER

DRAWING NO.

SHEET NO.


BRIDGES CULVERTSPIN

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

DOCUMENT NAME:

COUNTY:

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K



ON:

AFFIX SEAL:

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:





P:\

02461.0

0\4000_Fin_

Des\

CA

DD\40_

Hwy\

Utilities\


gn

D015624

KINGS AND QUEENS

D.

WA

NK.

GRIE

SIN

G

11

K.

GRIE

SIN

G


SEPTEMBER 2013

40% PLANS

BLDG,

MASONRY

1�STY

BLDG,

MASONRY

1�STY

S

E

SS

CONTAINERSMETAL

TR

AIL

ER

1 ST

Y

CO

NC

WALL

CO

NC

WALL

PAD

CONC

AREA

PAVED

CONCRETE

ST

OR

AGE

CO

NT

AIN

ER

3000

GALLO

N PLASTIC

S

E

W

W

W

SSS

#48082

#P48022#916

56

#0922302FH #22375

#20734

40618 91759#10667

12"

12" LCP

24" CIP

12" LCP

20" CIP

8"

WATE

R

8"

WATE

R

6" C.I.B.S.6" C.I.B.S.

6" C.I.B.S.

15"

SE

WE

R

45" PRCP 45" PRCP 45" PRCP

6"

WR

AP

WE

LDE

D STE

EL

CAPPE

D

6"

WE

LD

WR

APPE

D STE

EL

6 DB-FS-MD-15/011




S

W


NOTED IN PLANS.






0 20 40’20

1" = 40’

NOTES:



INFORMATION.



UTP-19

XXX

M.

MO

HR

MA

NN

J.

BU

TT

E.

CE

RE

ZO

M.

MO

HR

MA

NN

UTILITY PLAN - 19

LINE (TYP.)

EXISTING ELECTRIC

PROPOSED WATER MAIN CAP

EXISTING SANITARY SEWER CAP

TELEPHONE AND ELECTRIC LINE


HAS BEEN REMOVED

EXISTING TIME WARNER CABLE

TO BE RETIRED

EXISTING GAS MAIN

TO BE RETIRED

EXISTING GAS MAIN

LEGEND:

GRID

NORT

H


MEET EXISTING WATER MAINMEET EXISTING WATER MAIN

CLASS 56 WATER MAIN

D.I.P. dPROPOSED 12" CLASS 56 WATER MAIN

D.I.P.dPROPOSED 12"

PROPOSED 12" VALVE

CLASS 56 WATER MAIN

D.I.P.dPROPOSED 8"

6’-9"

CONNECTION

PROPOSED 8"X12" 3-WAY

SECTION 31

TO REPLACED

FIRE HYDRANT

EXISTING





43 STREET

43 STREET

55

AVE

NUE




S

W


NOTED IN PLANS.





GRID

NO

RT

H

0 20 40’20

1" = 40’

54

DRIV

E

54 R

OAD


BROOKLYN QUEENS EXPRESSWAY (EB)

BROOKLYN QUEENS EXPRESSWAY (WB)

MAT

CH LIN

E ST

A.

EB3 66+50,

SEE

DR

AWIN

G

NO.

UTP-21

BROOKLYN QUEENS EXPRESSWAY C-D (EB)


EXPRESSWAY (WB)


WALKWAY / BIKEWAY

RAMP TO LIE SR RAMP

LIGHT POLE (TYP.)

LIGHT POLE (TYP.)

LEGEND:

FASCIA

FASCIA

SEWER (TYP.)EXISTING SANITARY


MAT

CH LIN

E ST

A.

EB 60+60,

SEE

DR

AWIN

G

NO.

UTP-18

RAMP FROM 43RD STREET

ELECTRIC

CABLE TELEVISION, TELEPHONE AND


NOTES:



INFORMATION.



UTP-20

XXX

M.

MO

HR

MA

NN

J.

BU

TT

E.

CE

RE

ZO

M.

MO

HR

MA

NN

UTILITY PLAN - 20

(TYP.)

BRIDGE FOOTING

EXISTING WATER MAIN (TYP.)

BRIDGE FASCIA

ELECTRIC LINE EXISTING OVERHEAD

SEWEREXISTING STORM

ABANDONED EXISTING SEWER (TYP.)

LEGEND:


9/30/2013 1:5

8:4

4

PM

pmarzuillo

CONTRACT NUMBER

DRAWING NO.

SHEET NO.


BRIDGES CULVERTSPIN

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

DOCUMENT NAME:

COUNTY:

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K



ON:

AFFIX SEAL:

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:





P:\

02461.0

0\4000_Fin_

Des\

CA

DD\40_

Hwy\

Utilities\


gn

D015624

KINGS AND QUEENS

D.

WA

NK.

GRIE

SIN

G

11

K.

GRIE

SIN

G


SEPTEMBER 2013

40% PLANS

CONT

AIN

ER

AREACONC

CONT

AIN

ER

CONT

AIN

ER

WORKSHOP

"54-30"1 STY BRICK

"FOOD STORAGE"1 STY BRICK

PADCONC

CONC

WALK

RE

WALL

CONC PAD

RA

MP

CONC

WOOD FENCECONTAINER

CONSTRUCTION

ASPHALT

ASPHALT

PADCONC

BILLBOARD

CONC BLOCK2 STORY

PAVEDCONCRETE

CONC WALK

54-18

54-4

54-08

BRICK1 STY

NO ACCESS

IRON FENCE 6.0’

DNB 14

DNB 15

CONT

AIN

ER

AREACONC

CONT

AIN

ER

CONT

AIN

ER

"54-30"1 STY BRICK

"FOOD STORAGE"1 STY BRICK

PADCONC

RE

WALL

CONC PAD

RA

MP

CONC

WOOD FENCE

ASPHALT

ASPHALT

PADCONC

CONC WALK

54-18

54-4

BRICK1 STY

NO ACCESS

IRON FENCE 6.0’

DNB 14

DNB 15

S

SS

EE

AN

YTIM

E"

"NO ST

AN

DIN

G

WAY""ONE

DNB 14

DNB 15

CEMETERY

OPEN STORAGE

GR

ASS

GR

ASS

GRASS GRASS

12"

8"

CO

NC

WALK

ME

TAL F

ENCE

METAL FENCE

NO ACCESS

STORAGE AREA

CONSTRUCTION

AB

UT

ME

NT

AB

UT

ME

NT

CH

AIN LIN

K FE

NCE

CH

AIN LIN

K FE

NCE

CHAIN LINK FENCE

AREA

STORAGEME

TAL F

ENCE

METAL FENCEMETAL FENCE

METAL FENCE

AREA

ASPHALT

AREA

ASPHALT

AREA

ASPHALT

AREA

ASPHALT AREA

STORAGE

SS

S S

S

12" CONCRETE

8"

CO

NC.

12"

8" CLAY

FH

#446268

SUMP=40.62

RIM=48.00

INV=4

0.91

INV=4

0.62

INV=40.68

INV=40.88INV=40.62

12" WATER

12" VCP

12" VCP12" VCP

(FROM RECORD)

12" WATER

12" WATER

#37981

STA EB4 65+97.40

POT

EB3 65+00EB3 66+00

WB 60+00WB 61+00

WB 62+00WB 63+00

WB 64+00WB 65+00

STA WR2 11+18.32

PC

EB 61+00EB 62+00

EB 63+00EB 64+00

EB 65+00

EB 65+97

N26°35’50.6"E

WR2 11+00WR2 12+00

N27°33’08.0"E

N26°35’50.6"E

N26°35’50.6"E

ER2 13+00 ER2 14+00 ER2 15+00 ER2 16+00 ER2 17+00 ER2 18+00

WB 60+00WB 61+00

WB 62+00WB 63+00

WB 64+00WB 65+00

WB 66+00N26°35’50.6"E

1+00

2+0

0

3+0

0

3+2

2




S

W

MANHOLE OWNERSHIP LEGEND: NOTES:



INFORMATION.



NOTED IN PLANS.





GRID

NO

RT

H

0 20 40’20

1" = 40’



54

AVE

NUE


RAMP TO LIE SR

BROOKLYN QUEENS EXPRESSWAY C-D (EB)

WALKWAY / BIKEWAY

CURB

RAMP FROM WB LIE SR

RAMP FROM 43RD STREET

WALL

RETAINING

HILL BOULEVARD

RAMP TO LAUREL

FASCIA

MAT

CH LIN

E ST

A.

EB3 66+50,

SEE

DR

AWIN

G

NO.

UTP-20

LIGHT POLE (TYP.)EXISTING

DNB 16

TO BE RELOCATEDEXISTING FIRE HYDRANT TO BE RELOCATED


SEE

DR

AWIN

G

NO.

UTP-22

MATC

H LIN

E ST

A.

EB3 71+40,

SEE

DR

AWIN

G

NO.

UTP-22

MATC

H LIN

E ST

A.

WR3 14+85,

NO.

UTP-23

LH 14+05,

SEE

DR

AWIN

G

MAT

CH LIN

E ST

A.

LINE (TYP.)ELECTRICUNDERGROUNDEXISTING

ELECTRIC LINEEXISTING OVERHEAD

LINEELECTRICOVERHEADEXISTING


RETAINING WALL

PROPOSED

(TYP.)

ABUTMENT FOOTING

UTP-21

XXX

M.

MO

HR

MA

NN

J.

BU

TT

E.

CE

RE

ZO

M.

MO

HR

MA

NN

UTILITY PLAN - 21


PROPOSED FIRE HYDRANTAND SERVICE CONNECTION


TO BE RELOCATEDEXISTING COMBINED SEWER

CURB SIDEWALK

EXISTING HYDRANT

REMOVE

TO BE ABANDONEDEXISTING STORM SEWER

(TYP.)SEWER LINECOMBINED EXISTING

LEGEND:

TO BE ABANDONEDEXISTING WATER MAIN


PROPOSED 20" VALVE

CLASS 55 WATER MAIN

D.I.P.d 20" PROPOSED

CLASS 55 WATER MAIN

D.I.P. d 20" PROPOSED

6’-4"

6’-

10"

SECTION 32

33

SECTION

(TYP.)SEWERSTORMEXISTING

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pmarzuillo

CONTRACT NUMBER

DRAWING NO.

SHEET NO.


BRIDGES CULVERTSPIN

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

DOCUMENT NAME:

COUNTY:

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K



ON:

AFFIX SEAL:

FIL

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=

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ER

=

DA

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ON:

ALTERED BY:





P:\

02461.0

0\4000_Fin_

Des\

CA

DD\40_

Hwy\

Utilities\


gn

D015624

KINGS AND QUEENS

D.

WA

NK.

GRIE

SIN

G

11

K.

GRIE

SIN

G


SEPTEMBER 2013

40% PLANS



IRON FENCE 6.0’

DNB 16DNB 16

E

EE

E

WAY""ONE

DNB 16

GR

ASS

GR

ASS

8"

4"

HEAVY BRUSH

GRASS

GRASS

GRASS 4"

E

E

E

E

E

S

S

BRICK WORK

SLOPED

CO

NC

WALK

CO

NC

WALK

CONC

WALK

CONC

WALK

E

T

CONC

WALK

AB

UT

ME

NT

AB

UT

ME

NT

8"

W

S

S

S

S

13" I

RON PI

PE6" IR

ON PIPE

6" CONC

09 162 3011

#08 2003

FH

446268

#022003#L50AF

#0DN1B #LZ 316 B2

#L50AD

#L106BM

#BQ639

88331

T10

8

INV=54.99

INV=5

2.43

INV=51.97

SU

MP=3

8.00

RIM

=59.65

INV=3

7.93

INV=40.13

SUMP=48.69

RIM=56.63

20"

WATE

R

20"

WATE

R

18" RCP

45"

CONC

INV=3

8.06

45"

RCP

39" RCP39" RCP

(FROM RECORD)

(FROM RECORD)

18"

RCP

18" RCP

18" RCP

20" WATER20" WATER

CAPPE

D

INV=42.25

INV=42.25

RIM=62.75’

M032

24" RCP (RECORD)

(FILLED W/DIRT)COM. DIV,NYPD MH

EB4 67+00

EB4 68+00

EB4 69+00

EB4 70+00

EB4 71+00

EB3 67+00 EB3 68+00

EB3 69+00

EB3 70+00

EB3 71+00

STA EB3 67+37.80

PC

LH 11+00 LH 12+00LH 13+00

LH 14+00

STA LH 10+00.00

POT

STA LH 11+27.50

PC

WB 67+00

WB 68+00

WB 69+00

WB 70+00

WB 71+00

STA WB 66+26.41

PC

STA WR2 12+80.57

PT

STA WR2 13+51.27

PC

STA WR3 10+00.00

POT

N26°35’50.6"E

WR3 10+00WR3 11+00

WR3 12+00 WR3 13+00

WR3 14+00

STA WR3 12+59.10

PC

N26°51’03.4"E

N21°47’15.4"E

WR2 12+00

WR2 13+00

WR2 14+00

WR2 15+00WR2 16+00

WR2 17+00

N26°35’50.6"E

ER2 19+00 ER2 20+00

ER2 21+00

ER2 22+00

STA EB4 68+03.80PC

WB 66+00 WB 67+00

WB 68+00

WB 69+00

WB 70+00

WB 71+00

N26°35’50.6"E

N26°35’50.6"E

N27°33’08.0"E

STA ER2 19+74.59

PC

11+0

0

12+0

012

+80




S

W


NOTED IN PLANS.





MATCH LINE,

SEE DRAWING NO.

UTP-23

0 20 40’20

1" = 40’

GRID

NORT

H



SEE

DR

AWIN

G

NO.

UTP-21

MATC

H LIN

E ST

A.

EB3 71+40,

SEE

DR

AWIN

G

NO.

UTP-21

MATC

H LIN

E ST

A.

WR3 14+85,

NO.

UTP-2

3

SEE DRA

WIN

G

STA.

WR4 12+50,

MATCH LIN

E

WB HCL & TGL

EB3 HCL & TGL

EB4 HCL & TGL

RAMP FROM E

B LIE

SR

RAMP FROM WB LIE SR

EXPRESSWAY (WB)


EXPRESSWAY (EB)


RAMP FROM

EB LI

E SR

CURB (TYP.)

RETAINING WALL

WR2 HCL & TGL

WR3 HCL & TGL

ER3 H

CL &

TGL


POLE (TYP.)EXISTING LIGHT

RETAINING WALL

PROPOSED

43RD STREETRAMP FROM

NOTES:



INFORMATION.



UTP-22

XXX

M.

MO

HR

MA

NN

J.

BU

TT

E.

CE

RE

ZO

M.

MO

HR

MA

NN

UTILITY PLAN - 22

TO REMAINEXISTING COMBINED SEWER

RETAINING WALL



LEGEND:


9/30/2013 1:5

8:5

5

PM

pmarzuillo

CONTRACT NUMBER

DRAWING NO.

SHEET NO.


BRIDGES CULVERTSPIN

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

DOCUMENT NAME:

COUNTY:

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K



ON:

AFFIX SEAL:

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:





P:\

02461.0

0\4000_Fin_

Des\

CA

DD\40_

Hwy\

Utilities\


gn

D015624

KINGS AND QUEENS

D.

WA

NK.

GRIE

SIN

G

11

K.

GRIE

SIN

G


SEPTEMBER 2013

40% PLANS

SHRUBS & SMALL TREES 4"- 10"

GRASSTALL

GRASS

39" RCP

18" R

CP

18" RCP

39" RCP

INV=47.40

RIM=65.47’M069

INV=48.43

INV=48.45

INV=55.5

7

INV=59.37

RIM=64.59’M118Q

EB4 72+00

EB4 73+00EB4 74+00

EB4 75+00

STA EB4 74+22.01

PCC

EB3 72+00

EB3 73+00EB3 74+00

EB3 75+00

EB3 76+00

STA EB3 74+36.48

PCC

WB 71+00

WB 72+00

WB 73+00 WB 74+00

WB 75+00STA WB 74+03.15

PCC

STA WR2 18+32.

19PCC

STA WR2 19+65.36

PT

ER3 11+00

ER3 12+00

STA ER3

10+

10.0

0PCC

STA ER3 11+33.05

PCC

WR4 11+00

WR4 1

2+00

STA WR4 11+29

.04PC

STA ER3 1

0+00.00

PC

N46°51’10.2"E

WR3 15+00

WR3 16+00

WR3 17+00 WR3 18+00

WR3 19+00

STA WR3 17+06.84

PCC

WR2 18+00

WR2 19+00

WR2 20+00

WR2 21+00

WR2 2

2+00

STA WR2 20+95.19

PC

N37°20

’00.2"E

WB 71+00

WB 72+00

WB 73+00 WB 74+00

WB 75+00

W2 13+00

W2 15+95




S

W


NOTED IN PLANS.





GRID

NO

RT

H


0 20 40’20

1" = 40’


NO.

UTP-21

LH 14+05,

SEE

DR

AWIN

G

MATC

H LIN

E ST

A.

DR

AWIN

G

NO.

UTP-22

WR4 12+50,

SEE

MAT

CH LIN

E ST

A.

(i-495)

LONG IS

LAND E

XPRESS

WAY

RAMP

FROM E

B LI

E SR

RAMP TO LAUREL HILL BOULEVARD EXIT

BIKEWAY RAMP

WALKWAY /

BIKEWAY RAMP

WALKWAY /

SIDEWALK

TO BE RELOCATED

EXISTING HYDRANT

TO BE RELOCATED


MATCH LINE STA. WR4 15+20, SEE DRAWING NO. UTP-24

NOTES:



INFORMATION.



UTP-23

XXX

M.

MO

HR

MA

NN

J.

BU

TT

E.

CE

RE

ZO

M.

MO

HR

MA

NN

UTILITY PLAN - 23

SIDEWALK

EXISTING LIGHT POLE (TYP)

GUIDERAIL (TYP.)





LEGEND:


CLASS 55 WATER MAIN

D.I.P.dPROPOSED 20"

24’-8"

18’-6"

9/30/2013 1:5

8:5

9

PM

pmarzuillo

CONTRACT NUMBER

DRAWING NO.

SHEET NO.


BRIDGES CULVERTSPIN

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

DOCUMENT NAME:

COUNTY:

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K



ON:

AFFIX SEAL:

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:





P:\

02461.0

0\4000_Fin_

Des\

CA

DD\40_

Hwy\

Utilities\


gn

D015624

KINGS AND QUEENS

D.

WA

NK.

GRIE

SIN

G

11

K.

GRIE

SIN

G


SEPTEMBER 2013

40% PLANS

C

C

GRASS

#23310

#L50AB

39" RCPRIM=60.96’

M091

INV=47.40

INV=47.36

12" VCP

INV=53.92

12" VCPINV=54.96

RIM=64.59’

M118Q

LH 14+00

LH 15+00

LH 16+00

LH 17+00

LH 18

+00

STA LH 16+13.49

PRC

WR4 13+

00

WR4 1

4+00

WR4 15+00

STA WR4 12+71.85

PCC

STA WR2 22+17.13

PT

N23°33’44.8"ESTA WR2 22+77.00

POT

W2 12+00

W2 13+00

W2 14+00

W2 15+00

W2 15+95

W2 11+00

W2 10+00




S

W


NOTED IN PLANS.





GRID

NORT

H

0 20 40’20

1" = 40’

LONG IS

LAND EXPRESS

WAY (W

B)

LONG IS

LAND E

XPRESS

WAY (E

B)

SERVIC

E ROAD (E

B)

LONG IS

LAND EXPRESS

WAY

&

TG

L

LH

HC

L

WR4

HCL

& T

GL

MATCH LINE STA. WR4 15+20, SEE DRAWING NO. UTP-23

EXIS

TIN

G LIG

HT POLE (T

YP.)

RA

MP T

O BR

OO

KL

YN

QUEE

NS E

XPRESS

WA

Y (W

B)

NOTES:



INFORMATION.



UTP-24

XXX

M.

MO

HR

MA

NN

J.

BU

TT

E.

CE

RE

ZO

M.

MO

HR

MA

NN

UTILITY PLAN - 24

TO BE RELOCATED




GUIDERAIL (TYP.)

LEGEND:


CLASS 55 WATER MAIN

D.I.P.dPROPOSED 20"

PROPOSED 20" VALVE

WATER MAIN dEXISTING 20"

WATER MAIN

MEET EXISTING 34’-1

1"

SIDEWALK

9/30/2013 1:5

9:0

2

PM

pmarzuillo

CONTRACT NUMBER

DRAWING NO.

SHEET NO.


BRIDGES CULVERTSPIN

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

DOCUMENT NAME:

COUNTY:

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K



ON:

AFFIX SEAL:

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:





P:\

02461.0

0\4000_Fin_

Des\

CA

DD\40_

Hwy\

Utilities\


gn

D015624

KINGS AND QUEENS

D.

WA

NK.

GRIE

SIN

G

11

K.

GRIE

SIN

G


SEPTEMBER 2013

40% PLANS

LH 19+00

WR4 16+00

ST

A

WR4 17+00.0

0P

OT

ST

A L

H 19+51.6

1P

OC

N58°57’4

1.3"

W

ST

A

WR4 16+40.4

9PT

7550-25 0 25

5

10

15

20

25

30

35

40

5

10

15

20

25

30

35

40

7550-25 0 25

5

10

15

20

25

30

35

40

5

10

15

20

25

30

35

40

250-75

5

10

15

20

25

30

35

40

5

10

15

20

25

30

35

40

EB MEEKER AVE.

-25-50

7550-25 0 25

5

10

15

20

25

30

35

40

5

10

15

20

25

30

35

40

7550-25 0 25

5

10

15

20

25

30

35

40

5

10

15

20

25

30

35

40

7550-25 0 25

5

10

15

20

25

30

35

40

5

10

15

20

25

30

35

40

EXISTING TOP OF GRADE

TOP OF PROPOSED PAVEMENT

T.G.L. EB1

D.I.P. STORM SEWER

dPROPOSED 12"

T.G.L. EB1

T.G.L. EB1

T.G.L. EB1

T.G.L. EB1

T.G.L. EB1



SCALE 1"=25’

49’-7" u

38’-1�" u

50’-5" u

50’-6" u

50’-5" u

44’-7�" u

u1’-6" MIN.

u1’-6" MIN.

u1’-6" MIN.

u1’-6" MIN.

u1’-0" MIN.

11’-1�" u

u

u3’-9"

u4’-0"

PAVEMENT

TOP OF PROPOSED

PAVEMENT

TOP OF PROPOSED

OF GRADE

EXISTING TOP

OF GRADE

EXISTING TOP

OF GRADE

EXISTING TOPPAVEMENT

TOP OF PROPOSED

u1’-6"

2’-6"

u 2’-7�"

PAVEMENT

TOP OF PROPOSED

OF GRADE

EXISTING TOP

D.I.P. COMBINED SEWER

dEXISTING 12"

D.I.P. CLASS 56 WATER MAIN

dPROPOSED 12"

PROPOSED 12"d

D.I.P. CLASS 56

WATER MAIN

PROPOSED 18"d D.I.P. COMBINED SEWER

dEXISTING 12"

WATER MAIN

D.I.P. CLASS 56

dPROPOSED 12"


dPROPOSED 12"

CLAY PIPE COMBINED SEWER

dEXISTING 15"

D.I.P. COMBINED SEWER

dEXISTING 12"


dPROPOSED 12"


dPROPOSED 12"

u

3’-11�"

STA. EB1 12+43

SECTION 1

EB MEEKER AVE.

SCALE 1"=25’

SECTION 2

STA. EB1 12+53.85

EB MEEKER AVE.

SCALE 1"=25’

SECTION 3

STA. EB1 12+59.68

EB MEEKER AVE.

SCALE 1"=25’

SECTION 4

STA. EB1 12+64.35

SCALE 1"=25’

SECTION 5

STA. EB1 12+85.50

EB MEEKER AVE.

SCALE 1"=25’

SECTION 6

STA. EB1 12+86.91

4’-0"

D.I.P. STORM SEWER

dPROPOSED 12"

ON PILES

R.C.P. STORM SEWER

dPROPOSED 15"

ON PILES

R.C.P. STORM SEWER

MORGAN AVE.

CS-1

X.

XX

XX.

XX

XX.

XX

XX.

XX

X

CROSS SECTIONS - SHEET 1

9/30/2013 1:5

9:0

4

PM

pmarzuillo

CONTRACT NUMBER

DRAWING NO.

SHEET NO.


BRIDGES CULVERTSPIN

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

DOCUMENT NAME:

COUNTY:

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K



ON:

AFFIX SEAL:

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:




DEP_Sections_01.dgn

P:\

02461.0

0\4000_Fin_

Des\

CA

DD\40_

Hwy\

Utilities\

DE

P_Sections_01.d

gn

D015624

KINGS AND QUEENS

D.

WA

NK.

GRIE

SIN

G

11

K.

GRIE

SIN

G


SEPTEMBER 2013

40% PLANS

200125 150 175 225

5

10

15

20

25

30

35

40

45

5

10

15

20

25

30

35

40

45

7550-25 0 25

5

10

15

20

25

30

35

40

5

10

15

20

25

30

35

40

3’-

7�

" u

0

5

10

15

20

25

30

35

40

5

10

15

20

25

30

35

40

-100

WB MEEKER AVE. 0

5

10

15

20

25

30

35

40

5

10

15

20

25

30

35

40

-100

WB MEEKER AVE.

4545

-25-50-75 25

25-25-50-75

0

5

10

15

20

25

30

35

40

5

10

15

20

25

30

35

40

-100-125 25-25-50-75


D.I.P. STORM SEWER

dPROPOSED 12"

T.G.L. EB1

D.I.P. STORM SEWER

dPROPOSED 12"

T.G.L. EB1


T.G.L. EB1

T.G.L. EB1

50’-2" u

80’-2" u

85’-9�" u

108’-8" u

u1’-6" MIN.

PAVEMENT

TOP OF PROPOSEDOF GRADE

EXISTING TOP

u1’-6" MIN.

PAVEMENT

TOP OF PROPOSED

u1’-6" MIN.

u

1’-6" MIN.

18’-10�" u

OF GRADE

EXISTING TOPPAVEMENT

TOP OF PROPOSED

u6’-1�"

u3’-5�"

u6’-1�"

u 3’-4"

PAVEMENT

TOP OF PROPOSED OF GRADE

EXISTING TOP

D.I.P. STORM SEWER

dPROPOSED 12"


dPROPOSED 8"

u 3’-4"

u3’-10�"

u 3’-3"


dPROPOSED 12"


dPROPOSED 12"


dEXISTING 15"


dPROPOSED 8"


dPROPOSED 12"


dEXISTING 15"

STA EB1 15+29

SECTION 7

SCALE 1"=25’

SECTION 8

SCALE 1"=25’

STA EB1 15+70.5

EB MEEKER AVE.

SECTION 9

SCALE 1"=25’

STA EB1 15+97.30

SECTION 10

SCALE 1"=25’

STA EB1 16+37

PAVEMENT

TOP OF PROPOSED

191’-10 1/2"

SECTION 11

SCALE 1"=25’

STA EB1 17+29.30

250-25

5

10

15

20

25

30

50 75

35

100

40

45

5

10

15

20

25

30

35

40

45

T.G.L. EB1

D.I.P. STORM SEWER

dPROPOSED 12"

THREE WAY CONNECTION

PROPOSED 12" x 8"

2’-6" MIN.

u1’-6" MIN.PAVEMENT

TOP OF PROPOSED

OF GRADE

EXISTING TOP

"21

61’-2 u

"21

84’-8 u

6’-4" u

2’-6�" u


dPROPOSED 8"

"21

17’-1 u

SECTION 12

SCALE 1"=25’

STA EB1 17+45

HAUSMAN ST.

VANDERVOORT AVE.

VANDERVOORT AVE.

ON CONC. CRADLE

D.I.P. STORM SEWER

dPROPOSED 15"

ON CONC. CRADLE

R.C.P. COMBINED SEWER

dPROPOSED 15"

CS-2

X.

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T.G.L. EB1


dPROPOSED 12"

D.I.P. STORM SEWER

dPROPOSED 12"

T.G.L. EB1



T.G.L. EB1

T.G.L. EB1


SCALE 1"=25’

0 5

10

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T.G.L. EB1

-125


D.I.P. STORM SEWER

dPROPOSED 12"

6" MIN. u

PAVEMENT

TOP OF PROPOSED

OF GRADE

EXISTING TOP

u1’-6" MIN.

OF GRADE

EXISTING TOP

CLEARANCE

1’ MIN.

"21

70’-7 u

"21

89’-2 u

"21

100’-2 u

120’-6" u

"21

126’-11 u

1’-4" u

"21

3’-1 u

3’-6�" u

3’-5" u

4’-10�" u


u1’-6" MIN.


dPROPOSED 12"


dPROPOSED 12"


dEXISTING 12"

D.I.P. STORM SEWER

dPROPOSED 12"

PAVEMENT

TOP OF PROPOSED

WATER MAIN

D.I.P. CLASS 56

dPROPOSED 12"

WATER MAIN

D.I.P. CLASS 56

dPROPOSED 12"

u

MIN.

1’-6"

3’-3" u

"21

8’- u

SECTION 13

STA EB1 17+80.40

SCALE 1"=25’

SECTION 14

WB MEEKER AVE.STA EB1 18+08

SCALE 1"=25’

SECTION 15

STA EB1 18+36.06

SCALE 1"=25’

SECTION 16

STA EB1 18+38.30

SCALE 1"=25’

SECTION 17


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-75 -50 -25 25

T.G.L. EB1


108’-9" u

D.I.P. STORM SEWER

dPROPOSED 12"

u

MIN.

1’-6"

u3’-10"

PAVEMENT

TOP OF PROPOSED

WATER MAIN

D.I.P. CLASS 56

dPROPOSED 12"

SCALE 1"=25’

SECTION 18


VANDERVOORT AVE.

ON CONC. CRADLE

R.C.P. STORM SEWER

dPROPOSED 15"

ON CONC. CRADLE

R.C.P. STORM SEWER

dPROPOSED 15"

APOLLO ST.

APOLLO ST.

CS-3

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50

55

6’-

4"

u

PAVEMENT EDGE

EXISTING

0255075

SCALE 1"=25’

29’-8" u


dPROPOSED 8"

41’-10" u

0255075

PAVEMENT EDGE

EXISTING


dPROPOSED 12"

u 3’-5"

COMBINED SEWER

CLAY PIPEdEXISTING 15"

u 3’-9"

u 6’-1�"

COMBINED SEWER

CLAY PIPEdEXISTING 8"

250-25 50 75 100 125 150

5

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30

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-100-125-150

45 45

50 50

-75 -50 -25 25

12’-

5"

u

D.I.P. STORM SEWER

dPROPOSED 12"


dPROPOSED 12"


dPROPOSED 20"


T.G.L. EB1

T.G.L. EB1

T.G.L. EB1



116’-1�" u

116’-1" u

118’-9�" u


dPROPOSED 12"

u 3’-5"

u 1’-11"

u

u 3’-5"

8�"

D.I.P. STORM SEWER

dPROPOSED 12"

u 4’-0"

7’-5�" u

WB MEEKER AVE.

SECTION 19

STA. EB1 21+05

SCALE 1"=25’

WB MEEKER AVE.

SECTION 20

STA. EB1 21+14.41

SCALE 1"=25’

SECTION 21

STA. EB1 26+42

SCALE 1"=25’

SECTION 22

STA. EB1 26+74.40

SCALE 1"=25’

SECTION 23

STA. EB1 26+82.91

5

10

15

20

25

30

35

40

45

-25

5

10

15

20

25

30

35

40

45

43’-4�" u

0255075

EXIST. PAVEMENT EDGE

MIN.

1’-6"

u

u 3’-4"

D.I.P. STORM SEWER

dPROPOSED 12"

WATER MAIN

D.I.P. CLASS 56

dPROPOSED 12"

SCALE 1"=25’

SECTION 24

STA. EB1 31+00

ON PILES

R.C.P. STORM SEWER

dPROPOSED 18"

ON PILES

R.C.P. STORM SEWER

dPROPOSED 30"

CHERRY ST.

CHERRY ST.

VARICK ST.

THOMAS ST.

CS-4

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SEPTEMBER 2013

40% PLANS

-250

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-200-225

5

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-275-300

250-75 -50 -25-100

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T.G.L. EB


dPROPOSED 12"

SCALE 1"=25’



57’-0" u

1’-

6"

MIN.

u

125

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-25-50 0 25 50 75

11’-

5�

" u

T.G.L. EB1 EXISTING TOP OF GRADE


dPROPOSED 12"

D.I.P. STORM SEWER

dPROPOSED 12"

31’-11�" u101’-2�" u


dPROPOSED 12"

5

10

15

20

25

30

35

40

-50-25

5

10

15

20

25

30

35

40


00

SEWER

EXISTING STORM

18’-1�" u


dPROPOSED 12"

02550

EDGE

EXISTING PAVEMENT

D.I.P. STORM SEWER

dPROPOSED 12"


dPROPOSED 12"

u 3’-7"

u 3’-4"

u

MIN.

1’-6"

u 3’-5"

u 3’-2"

u3’-10"

CLEARANCE

1" MIN.

u

u2’-8�"

MIN.

1’-6"

u 3’-5"

287’-7" u

267’-4" u

STA EB1 31+14.50

SECTION 25

SCALE 1"=25’

STA EB1 31+17.90

SECTION 26

SCALE 1"=25’

SECTION 27

STA EB 36+29

SCALE 1"=25’

SECTION 28

STA EB 36+88.20


250-75 -50 -25

-5

0

5

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20

25

30

-5

0

5

10

15

20

25

30

5

0

-5

5

0

-5

10

15

20

10

15

20

0 25-25-50-75

T.G.L. EB

CLASS 56 WATER MAIN


-10 -10

u

T.G.L. EB

"21

54’-6 u

"21

54’-6 u

CLASS 56 WATER MAIN



3’-4�"

u2’-2�"

u3’-4�"

MIN.

1’-6" u

-10 -10

SCALE 1"=25’

SECTION 29

STA EB 41+22.50

SCALE 1"=25’

SECTION 30

STA EB 53+26.50

ON PILES

R.C.P. STORM SEWER

dPROPOSED 36"

ON PILES

R.C.P. STORM SEWER

dPROPOSED 42"

ON PILES

R.C.P. STORM SEWER

dPROPOSED 30"

ON PILES

R.C.P. STORM SEWER

dPROPOSED 42"

STEWART AVE.

STEWART AVE.

GARDNER AVE.

THOMAS ST.

SCOTT AVE.

56TH ROAD

CS-5

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-25

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60 60

0 25 50 75

TOP OF GRADE

EXISTING EDGE

EXIST. PAVEMENT

STORM SEWER

P.R.C.P.dEXISTING 45"

"21

14’- u


EDGE

EXIST. PAVEMENT

T.G.L. EB3

"21

26’-1 u

PROPOSED TOP OF PAVEMENT

PIPE STORM SEWER

IRON dEXISTING 13"

STORM SEWER

R.C.P.dEXISTING 39"

"21

39’-11 u

"21

13’-7 u

u4’-0"

u4’-0"

u4’-3�"

u3’-8�"

3" MIN. CLEARANCE

CLASS 55 WATER MAIN

D.I.P.dPROPOSED 20"

6" MIN. CLEARANCE

CLASS 55 WATER MAIN


CLASS 56 WATER MAIN

D.I.P.dPROPOSED 8"

SCALE 1"=25’

SECTION 31

STA EB 59+67

SCALE 1"=25’

SECTION 32

STA EB4 66+76

SCALE 1"=25’

SECTION 33

STA EB3 66+79.81

55TH AVENUE

54TH AVENUE

54TH AVENUE

CONC. CRADLE

SEWER ON

R.C.P. STORM

d PROPOSED 18"

CS-6

X.

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Documents

September 2013 - Government of New York