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
BRIDGES CULVERTSPIN
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DOCUMENT NAME:
COUNTY:
PR
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ND
RA
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GC
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CK
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DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
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NA
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US
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=
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ON:
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
SEPTEMBER 2013
40% PLANS
K.
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CONTRACT NUMBERBRIDGES CULVERTSPIN
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTEDREPLACEMENT OF THE KOSCIUSZKO BRIDGE OVER NEWTOWN CREEK X729.77
D015624D
. W
AN
SEPTEMBER 2013
40% PLANS
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DRAWING NO.
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SHEET NO. COUNTY: KINGS AND QUEENS
US
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NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION
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, 11
DE
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x72977_cph_utp_01.dgn
C
VAULT
CONC WALK
CONC WALK
VAULT
CONC WALK
S
S
S
S
S
S
S
S
S
S
S
S
S
S
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S
S
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S
W
W
W
W
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E
EE
S
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McDONALDSBLOCK1 STY
CONC WALK
CONC WALK
CONC WALK
CONC WALK
E
CONC
WALK
CONC
WALK
AREAPARKINGASPHALT
AREAPARKINGASPHALT
S
S
W
S
S
S
12"
102"
102"
#570
#15393
#36308
#36309
#36311
RIM=35.63
RIM=35.10
RIM=35.52
RIM=35.22
RIM=34.81
RIM=35.63RIM
=35.43
RIM=36.09
RIM=34.61
RIM=34.68
RIM=35.95
RIM
=34.16
RIM
=34.18
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"
CIP
8"
CIP
12" WATER
12" WATER
12" WATER
12" B.S.
6" B.S.
6" B.S.
6" BS
6" B.S.
12" CIP
12" CIP
12" CIP
6"
GAS
6"
GAS
6" B.S.
6" B.S.
12" B.S.
12" B.S.
8" WATER
8"
WATER
15"
ES
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12"
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#M60685
#36312
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#VS-1838
M-36310 M-4444
2- 4" C
2- 4" C#554
#518
#532
WB 7+50
WB 8+00
WB 9+00
EB1 5+20
EB1 6+00
EB1 7+00
EB1 8+00
EB1 9+00
WB 5+20
WB 6+00
WB 7+00
WB 9+00
STA WB 7+85.49PC
N46°27’37.5"E
N46°27’37.5"E
STA EB1 7+89.29PC
EM 10+00
EM 11+00
EM 12+00
EM 13+00
STA EM 12+50.69PC
WM 10+00
WM 11+00
WM 12+00
STA WM 11+63.78PC
0 20 40’20
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GRID
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METER (TYP.)EXISTING ELECTRIC
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NYCDEP WATER UNLESS OTHERWISE SPECIFIED
NYCDEP SEWER UNLESS OTHERWISE SPECIFIED
NYC ELECTRIC UNLESS OTHERWISE SPECIFIEDE E
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MANHOLE OWNERSHIP LEGEND:
NOTED IN PLANS.
DESIGNATED AS QUALITY LEVEL C (QLC), UNLESS OTHERWISE
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.
GAS VALVE (TYP.)
EXISTING
UTP-01
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UTILITY PLAN - 1
WATER MAIN
MEET EXISTING
ELECTRIC LINE (TYP.)
EXISTING UNDERGROUND
LEGEND:
SEWER (TYP.)
EXISTING SANITARY
SEWER (TYP.)EXISTING COMBINED
MAIN (TYP.)EXISTING WATER
ELECTRIC LINE (TYP.)EXISTING UNDERGROUND
VALVE (TYP.)
EXISTING WATER
HYDRANT (TYP.)
EXISTING FIRE
POLE (TYP.)EXISTING LIGHT
GAS LINE (TYP.)
EXISTING UNDERGROUND
VALVE (TYP.)EXISTING GAS
POLE (TYP.)
EXISTING UTILITY
SEWER (TYP.)
EXISTING STORM
MAIN (TYP.)EXISTING GAS
SERVICE (TYP.)
EXISTING ELECTRIC
EXISTING STORM SEWER
EDISON VAULT (TYP.)
EXISTING CON
DENOTES EXISTING UTILITY TO BE ABANDONED/RETIRED
CLASS 56 WATER MAIN
D.I.P.dPROPOSED 12"
5’-
2"
MEEKER AVENUE
MEEKER AVENUE
EXPRESSWAY (WB)BROOKLYN QUEENS
EXPRESSWAY (EB)BROOKLYN QUEENS
C
C
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BRICK
4 STY
CONC WALK
CONC
WALK
CONC
WALK
BLOCK
2 STY
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BRICK
3 STY
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1 STY
DNB 1A
STORAGE AREA
BRICK BUILDING
AB
UT
ME
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AB
UT
ME
NT
AB
UT
ME
NT
AB
UT
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STORAGE AREA
BRICK BUILDING
AB
UT
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AB
UT
ME
NT
AB
UT
ME
NT
AB
UT
ME
NT
S
S
S
SS
S
S
S
S
S
S
S
S S
S
S
W
W
W
FP FP FP FP
G
G
G
G G
G
G
E
E
E
E
E
DNB 1A
G
S
S
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.
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION
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
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
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,
x72977_cph_utp_02.dgn
P:\
02461.0
0\4000_Fin_
Des\
CA
DD\40_
Hwy\
Utilities\
Cut Sheets\x72977_cph_utp_02.d
gn
D015624
KINGS AND QUEENS
D.
WA
NK.
GRIE
SIN
G
11
K.
GRIE
SIN
G
REPLACEMENT OF THE KOSCIUSZKO BRIDGE OVER NEWTOWN CREEK X729.77
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
SEWER (TYP.)EXISTING COMBINED
NYCDEP WATER UNLESS OTHERWISE SPECIFIED
NYCDEP SEWER UNLESS OTHERWISE SPECIFIED
NYC ELECTRIC UNLESS OTHERWISE SPECIFIEDE E
S
W
MANHOLE OWNERSHIP LEGEND:
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
EXISTING FIRE HYDRANT
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.
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.)
EXISTING UNDERGROUND
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.
DESIGNATED AS QUALITY LEVEL C (QLC), UNLESS OTHERWISE
ABOVE GROUND UTILITY FEATURES. THIS INFORMATION IS
HAS BEEN OBTAINED BY SURVEYING AND PLOTTING VISIBLE
EXISTING UTILITY INFORMATION SHOWN ON THESE PLANS
DENOTES EXISTING UTILITY TO BE ABANDONED/RETIRED
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.
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION
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
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
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,
x72977_cph_utp_03.dgn
P:\
02461.0
0\4000_Fin_
Des\
CA
DD\40_
Hwy\
Utilities\
Cut Sheets\x72977_cph_utp_03.d
gn
D015624
KINGS AND QUEENS
D.
WA
NK.
GRIE
SIN
G
11
K.
GRIE
SIN
G
REPLACEMENT OF THE KOSCIUSZKO BRIDGE OVER NEWTOWN CREEK X729.77
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
DENOTES EXISTING UTILITY TO BE ABANDONED/RETIRED
LEGEND:
NOTED IN PLANS.
DESIGNATED AS QUALITY LEVEL C (QLC), UNLESS OTHERWISE
ABOVE GROUND UTILITY FEATURES. THIS INFORMATION IS
HAS BEEN OBTAINED BY SURVEYING AND PLOTTING VISIBLE
EXISTING UTILITY INFORMATION SHOWN ON THESE 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
NYCDEP WATER UNLESS OTHERWISE SPECIFIED
NYCDEP SEWER UNLESS OTHERWISE SPECIFIED
NYC ELECTRIC UNLESS OTHERWISE SPECIFIEDE E
MANHOLE OWNERSHIP LEGEND:
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.
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
EXISTING FIRE HYDRANT
(TYP.)
AND SERVICE CONNECTION
PROPOSED FIRE HYDRANT
MEET EXISTING WATERMAIN
TO BE ABANDONED
EXISTING STORM SEWER
S
W
SEWER (TYP.)EXISTING COMBINED
FIBER OPTIC LINE (TYP.)
EXISTING UNDERGROUND
CONNECTION (TYP.)
HYDRANT AND SERVICE
PROPOSED FIRE
VALVE (TYP.)
EXISTING GASAND VALVE TO BE RELOCATED
EXISTING FIRE HYDRANT
ELECTRIC LINE (TYP.)
EXISTING UNDERGROUND
TELEPHONE LINE (TYP.)
TELEVISION, ELECTRIC AND
EXISTING OVERHEAD CABLE
WATERMAIN
MEET EXISTING
MEET EXISTING GAS MAIN
MEET EXISTING GAS MAIN
TO BE ABANDONED
EXISTING STORM SEWER
TO BE ABANDONED
EXISTING SEWER
TO BE ABANDONED
EXISTING STORM SEWER
TO BE ABANDONED
EXISTING STORM SEWER
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.
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION
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
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
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,
x72977_cph_utp_04.dgn
P:\
02461.0
0\4000_Fin_
Des\
CA
DD\40_
Hwy\
Utilities\
Cut Sheets\x72977_cph_utp_04.d
gn
D015624
KINGS AND QUEENS
D.
WA
NK.
GRIE
SIN
G
11
K.
GRIE
SIN
G
REPLACEMENT OF THE KOSCIUSZKO BRIDGE OVER NEWTOWN CREEK X729.77
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
NYCDEP WATER UNLESS OTHERWISE SPECIFIED
NYCDEP SEWER UNLESS OTHERWISE SPECIFIED
NYC ELECTRIC UNLESS OTHERWISE SPECIFIEDE E
MANHOLE OWNERSHIP LEGEND:
NOTED IN PLANS.
DESIGNATED AS QUALITY LEVEL C (QLC), UNLESS OTHERWISE
ABOVE GROUND UTILITY FEATURES. THIS INFORMATION IS
HAS BEEN OBTAINED BY SURVEYING AND PLOTTING VISIBLE
EXISTING UTILITY INFORMATION SHOWN ON THESE PLANS
S
W
GRIDNORTH
0 20 40’20
1" = 40’
REALIGNED MEEKER AVENUE
EXPRESSWAY (WB)
EXISTING BROOKLYN QUEENS
EXPRESSWAY (EB)
EXISTING BROOKLYN QUEENS
MATC
H LIN
E,
SEE
DR
AWIN
G
NO.
UTP-02
MATCH LINE, SEE DRAWING NO. UTP-03
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:
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.
(TYP.)
AND SERVICE CONNECTION
PROPOSED FIRE HYDRANT
EXISTING GAS LINE
PARK
SGT. DOUGHERTY
(TYP.)
AND SERVICE CONNECTION
PROPOSED FIRE HYDRANT
ELECTRIC LINE
EXISTING OVERHEAD
TELEPHONE LINE
EXISTING OVERHEAD
AND VALVE TO BE RELOCATEDEXISTING FIRE HYDRANT
AND VALVE
EXISTING FIRE HYDRANT
TO BE ABANDONED
EXISTING WATER MAIN
ELECTRIC LINE
EXISTING UNDERGROUND
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
EXISTING STORM SEWER
TO BE ABANDONED (TYP.)
EXISTING CATCH BASIN
LEGEND:
TO BE RETIRED
EXISTING GAS MAIN
DENOTES EXISTING UTILITY TO BE ABANDONED/RETIRED
PROPOSED 12" VALVE
TO BE ABANDONED
EXISTING STORM SEWER
PROPOSED 12"x8" 3-WAY CONNECTION
PROPOSED 8" VALVE
WATER MAIN
MEET EXISTING
PROPOSED 8"x8" 4-WAY CONNECTION
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.
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION
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
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
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,
x72977_cph_utp_05.dgn
P:\
02461.0
0\4000_Fin_
Des\
CA
DD\40_
Hwy\
Utilities\
Cut Sheets\x72977_cph_utp_05.d
gn
D015624
KINGS AND QUEENS
D.
WA
NK.
GRIE
SIN
G
11
K.
GRIE
SIN
G
REPLACEMENT OF THE KOSCIUSZKO BRIDGE OVER NEWTOWN CREEK X729.77
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)
(FROM RECORD)(FROM RECORD)
12" VCP12" VCP
15"
VCP
15" VCP
8"
VCP
INV=48.06
12"-60PSI WRAPPED WELDED STEEL
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.)
NYCDEP WATER UNLESS OTHERWISE SPECIFIED
NYCDEP SEWER UNLESS OTHERWISE SPECIFIED
NYC ELECTRIC UNLESS OTHERWISE SPECIFIEDE E
MANHOLE OWNERSHIP LEGEND:
NOTED IN PLANS.
DESIGNATED AS QUALITY LEVEL C (QLC), UNLESS OTHERWISE
ABOVE GROUND UTILITY FEATURES. THIS INFORMATION IS
HAS BEEN OBTAINED BY SURVEYING AND PLOTTING VISIBLE
EXISTING UTILITY INFORMATION SHOWN ON THESE 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)
EXPRESSWAY (WB)EXISTING BROOKLYN QUEENS
EXPRESSWAY (EB)EXISTING BROOKLYN QUEENS
TO BE ABANDONED
EXISTING STORM SEWERTO BE ABANDONED
EXISTING STORM SEWER
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,
MATCH LINE, SEE DRAWING NO. UTP-06
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.
UTP-05
XXX
X.
XX
XX.
XX
XX.
XX
XX.
XX
X
UTILITY PLAN - 5
EXISTING GAS LINE
ELECTRIC LINE (TYP.)
EXISTING UNDERGROUND
TO BE ABANDONED
EXISTING COMBINED SEWER
EXISTING UNDERGROUND ELECTRICE
TO BE ABANDONED
EXISTING STORM SEWER
VALVE (TYP.)
EXISTING GAS
WATERMAIN
MEET EXISTING
WATERMAIN
MEET EXISTING
GAS MAIN
MEET EXISTING
TO BE ABANDONED
EXISTING STORM SEWER
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"
TO BE ABANDONED (TYP.)
EXISTING CATCH BASIN
LEGEND:
SERVICE CONNECTION (TYP.)
PROPOSED FIRE HYDRANT AND TO BE RETIRED
EXISTING GAS MAIN
TO BE ABANDONED
EXISTING SEWER
DENOTES EXISTING UTILITY TO BE ABANDONED/RETIRED
PROPOSED 8" VALVE
VALVE
PROPOSED 12"
22’-9
"
CLASS 56 WATER MAIN
D.I.P. dPROPOSED 12"
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
7:4
2
PM
pmarzuillo
CONTRACT NUMBER
DRAWING NO.
SHEET NO.
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION
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
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
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,
x72977_cph_utp_06.dgn
P:\
02461.0
0\4000_Fin_
Des\
CA
DD\40_
Hwy\
Utilities\
Cut Sheets\x72977_cph_utp_06.d
gn
D015624
KINGS AND QUEENS
D.
WA
NK.
GRIE
SIN
G
11
K.
GRIE
SIN
G
REPLACEMENT OF THE KOSCIUSZKO BRIDGE OVER NEWTOWN CREEK X729.77
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.)
12"-60PSI WRAPPED WELDED STEEL
12"-60PSI WRAPPED WELDED STEEL
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
NYCDEP WATER UNLESS OTHERWISE SPECIFIED
NYCDEP SEWER UNLESS OTHERWISE SPECIFIED
NYC ELECTRIC UNLESS OTHERWISE SPECIFIEDE E
MANHOLE OWNERSHIP LEGEND:
NOTED IN PLANS.
DESIGNATED AS QUALITY LEVEL C (QLC), UNLESS OTHERWISE
ABOVE GROUND UTILITY FEATURES. THIS INFORMATION IS
HAS BEEN OBTAINED BY SURVEYING AND PLOTTING VISIBLE
EXISTING UTILITY INFORMATION SHOWN ON THESE 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:
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.
UTP-06
XXX
M.
MO
HR
MA
NN
J.
BU
TT
E.
CE
RE
ZO
M.
MO
HR
MA
NN
UTILITY PLAN - 6
AND SERVICE CONNECTION (TYP.)
PROPOSED FIRE HYDRANT
TO BE RELOCATED
EXISTING WATER MAIN
TO BE RELOCATED
AND OVERHEAD ELECTRIC LINE
EXISTING OVERHEAD TELEPHONE
LINE TO BE RELOCATED
EXISTING OVERHEAD TELEPHONE
TO BE ABANDONED
EXISTING COMBINED SEWER
TO BE RELOCATED
EXISTING GAS LINE
TO BE RELOCATED
EXISTING FIRE HYDRANT
AND SERVICE CONNECTION (TYP.)
PROPOSED FIRE HYDRANT
TO BE RELOCATED
EXISTING WATER MAIN
EXISTING LIGHT POLE (TYP.)
TO BE RELOCATED
EXISTING FIRE HYDRANT
LINE TO BE RELOCATED
EXISTING UNDERGROUND ELECTRIC
LINE TO BE RELOCATED
EXISTING OVERHEAD ELECTRIC
LINE TO BE RELOCATED
EXISTING OVERHEAD CABLE TELEVISION
TO BE RELOCATED
EXISTING WATER MAIN
EXISTING 8" W.M. (1939)
TO BE RELOCATED
EXISTING FIRE HYDRANT
EXISTING WATER MAIN CAPPED
TO BE CUT AND CAPPED
EXISTING GAS LINE
MATCH LINE, SEE DRAWING NO. UTP-05
LEGEND:
EXISTING CON EDISON VAULT TO REMAIN
TO BE RETIRED
EXISTING GAS LINES
DENOTES EXISTING UTILITY TO BE ABANDONED/RETIRED
PROPOSED 12" VALVE
PROPOSED 8" VALVE
PROPOSED 12"x8" 3-WAY CONNECTION
D.I.P. CLASS 56 WATER MAINdPROPOSED 8"
PROPOSED 8"x8" 4-WAY CONNECTION
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
D.I.P. dPROPOSED 12"
WATER MAIN
MEET EXISTING
AND SERVICE CONNECTION (TYP.)
PROPOSED FIRE HYDRANT
ANTHONY STREET
ANTHONY STREET
REALIGNED CHERRY STREET
PORTE
R
AVE
NUE
EXISTING CHERRY STREET
PORTE
R
AVE
NUE
EXIS
TIN
G
EXISTING CHERRY STREET
REALIGNED RAMP TO BROOKLYN QUEENS EXPRESSWAY (EB)
9/30/2013 1:5
7:4
5
PM
pmarzuillo
CONTRACT NUMBER
DRAWING NO.
SHEET NO.
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION
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
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
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,
x72977_cph_utp_07.dgn
P:\
02461.0
0\4000_Fin_
Des\
CA
DD\40_
Hwy\
Utilities\
Cut Sheets\x72977_cph_utp_07.d
gn
D015624
KINGS AND QUEENS
D.
WA
NK.
GRIE
SIN
G
11
K.
GRIE
SIN
G
REPLACEMENT OF THE KOSCIUSZKO BRIDGE OVER NEWTOWN CREEK X729.77
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
NYCDEP WATER UNLESS OTHERWISE SPECIFIED
NYCDEP SEWER UNLESS OTHERWISE SPECIFIED
NYC ELECTRIC UNLESS OTHERWISE SPECIFIEDE E
MANHOLE OWNERSHIP LEGEND:
S
W
NOTED IN PLANS.
DESIGNATED AS QUALITY LEVEL C (QLC), UNLESS OTHERWISE
ABOVE GROUND UTILITY FEATURES. THIS INFORMATION IS
HAS BEEN OBTAINED BY SURVEYING AND PLOTTING VISIBLE
EXISTING UTILITY INFORMATION SHOWN ON THESE PLANS
GRIDNORTH
VARIC
K STREET
EXPRESSWAY (WB)EXISTING BROOKLYN QUEENS
EXPRESSWAY (WB)EXISTING BROOKLYN QUEENS
MAT
CH LIN
E,
SEE
DR
AWIN
G
NO.
UTP-05
MATCH LINE, SEE DRAWING NO. UTP-08
MAT
CH LIN
E,
SEE
DR
AWIN
G
NO.
UTP-10
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.
AND SERVICE CONNECTION (TYP.)
PROPOSED FIRE HYDRANT
MEET EXISTING WATER MAIN
AND SERVICE CONNECTION (TYP.)
PROPOSED FIRE HYDRANT
BUCKEYE
EXISTING GAS MAIN
EXISTING ELECTRIC LINE (TYP.)
(TYP.)
EXISTING WATER MAIN
EXISTING TELEPHONE LINE (TYP.)
ELECTRIC LINE (TYP.)
EXISTING OVERHEAD
AND RELOCATE
FIRE HYDRANT
REMOVE EXISTING
TO BE ABANDONED
EXISTING STORM SEWER
TO BE ABANDONED
EXISTING STORM SEWER
TO BE ABANDONED
EXISTING STORM SEWER
EXISTING BUCKEYE OIL AND GAS LINES
LEGEND:
DENOTES EXISTING UTILITY TO BE ABANDONED/RETIRED
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
PROPOSED 20"x12" 3-WAY CONNECTION
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.
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION
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
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
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,
x72977_cph_utp_08.dgn
P:\
02461.0
0\4000_Fin_
Des\
CA
DD\40_
Hwy\
Utilities\
Cut Sheets\x72977_cph_utp_08.d
gn
D015624
KINGS AND QUEENS
D.
WA
NK.
GRIE
SIN
G
11
K.
GRIE
SIN
G
REPLACEMENT OF THE KOSCIUSZKO BRIDGE OVER NEWTOWN CREEK X729.77
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
NYCDEP WATER UNLESS OTHERWISE SPECIFIED
NYCDEP SEWER UNLESS OTHERWISE SPECIFIED
NYC ELECTRIC UNLESS OTHERWISE SPECIFIEDE E
MANHOLE OWNERSHIP LEGEND:
S
W
NOTED IN PLANS.
DESIGNATED AS QUALITY LEVEL C (QLC), UNLESS OTHERWISE
ABOVE GROUND UTILITY FEATURES. THIS INFORMATION IS
HAS BEEN OBTAINED BY SURVEYING AND PLOTTING VISIBLE
EXISTING UTILITY INFORMATION SHOWN ON THESE PLANS
GRIDNORTH
0 20 40’20
1" = 40’
VA
RIC
K
AV
EN
UE
EXPRESSWAY (EB)
EXISTING BROOKLYN QUEENS
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
MATCH LINE, SEE DRAWING NO. UTP-09
MATCH LINE, SEE DRAWING NO. UTP-07
SEE
DR
AWIN
G
NO.
UTP-05
MAT
CH LIN
E,
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.
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.)
PROPOSED FIRE HYDRANT
TO BE RELOCATED
EXISTING WATER MAIN
LINE TO BE RELOCATED
EXISTING OVERHEAD ELECTRIC
EXISTING GAS LINE
TO BE RELOCATED
EXISTING FIRE HYDRANT
LINE TO BE RELOCATED
EXISTING OVERHEAD TELEPHONE
TO BE RELOCATED
EXISTING FIRE HYDRANT
TO BE ABANDONED
EXISTING STORM SEWER
VALVE (TYP.)
EXISTING GAS
ST. GAS MAIN
dPROPOSED 12"
AND SEVICE CONNECTION (TYP.)
PROPOSED FIRE HYDRANT
ABANDOED
EXISTING COMBINED SEWER TO BE
TO BE ABANDONED
EXISTING STORM SEWER
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
EXISTING CHERRY STREET
REALIGNED RAMP TO BROOKLYN QUEENS EXPRESSWAY (EB)
9/30/2013 1:5
7:5
5
PM
pmarzuillo
CONTRACT NUMBER
DRAWING NO.
SHEET NO.
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION
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
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
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,
x72977_cph_utp_09.dgn
P:\
02461.0
0\4000_Fin_
Des\
CA
DD\40_
Hwy\
Utilities\
Cut Sheets\x72977_cph_utp_09.d
gn
D015624
KINGS AND QUEENS
D.
WA
NK.
GRIE
SIN
G
11
K.
GRIE
SIN
G
REPLACEMENT OF THE KOSCIUSZKO BRIDGE OVER NEWTOWN CREEK X729.77
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
NYCDEP WATER UNLESS OTHERWISE SPECIFIED
NYCDEP SEWER UNLESS OTHERWISE SPECIFIED
NYC ELECTRIC UNLESS OTHERWISE SPECIFIEDE E
S
W
MANHOLE OWNERSHIP LEGEND:
NOTED IN PLANS.
DESIGNATED AS QUALITY LEVEL C (QLC), UNLESS OTHERWISE
ABOVE GROUND UTILITY FEATURES. THIS INFORMATION IS
HAS BEEN OBTAINED BY SURVEYING AND PLOTTING VISIBLE
EXISTING UTILITY INFORMATION SHOWN ON THESE PLANS
GRIDNORTH
VARIC
K STREET
ANTHONY STREET
MATCH LINE, SEE DRAWING NO. UTP-08
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.
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:
DENOTES EXISTING UTILITY TO BE ABANDONED/RETIRED
AND SERVICE CONNECTION
PROPOSED FIRE HYDRANT
5’-3"
CLASS 55 WATER MAIN
D.I.P. dPROPOSED 20"
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.
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION
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
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
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,
x72977_cph_utp_10.dgn
P:\
02461.0
0\4000_Fin_
Des\
CA
DD\40_
Hwy\
Utilities\
Cut Sheets\x72977_cph_utp_10.d
gn
D015624
KINGS AND QUEENS
D.
WA
NK.
GRIE
SIN
G
11
K.
GRIE
SIN
G
REPLACEMENT OF THE KOSCIUSZKO BRIDGE OVER NEWTOWN CREEK X729.77
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
NYCDEP WATER UNLESS OTHERWISE SPECIFIED
NYCDEP SEWER UNLESS OTHERWISE SPECIFIED
NYC ELECTRIC UNLESS OTHERWISE SPECIFIEDE E
S
W
MANHOLE OWNERSHIP LEGEND:
NOTED IN PLANS.
DESIGNATED AS QUALITY LEVEL C (QLC), UNLESS OTHERWISE
ABOVE GROUND UTILITY FEATURES. THIS INFORMATION IS
HAS BEEN OBTAINED BY SURVEYING AND PLOTTING VISIBLE
EXISTING UTILITY INFORMATION SHOWN ON THESE PLANS
GRIDNORTH
EXPRESSWAY (WB)EXISTING BROOKLYN QUEENS
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
MATCH LINE, SEE DRAWING NO. UTP-11
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.
SERVICE CONNECTION (TYP.)
PROPOSED FIRE HYDRANT AND
(TYP.)
EXISTING GAS LINE
TELEVISION LINE
EXISTING OVERHEAD CABLE
LINE (TYP.)
EXISTING ELECTRIC
EXISTING SANITARY SEWER (TYP.)
TO BE ABANDONED
EXISTING STORM SEWER
ST. GAS MAIN
dPROPOSED 12"
TO BE ABANDONED
SEWER (TYP.)EXISTING STORM
TO BE ABANDONED
EXISTING STORM SEWER
TO BE ABANDONED
SEWER (TYP.)EXISTING COMBINED
TO BE ABANDONED
SEWER (TYP.)EXISTING COMBINED
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
DENOTES EXISTING UTILITY TO BE ABANDONED/RETIRED
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.
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION
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
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
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,
x72977_cph_utp_11.dgn
P:\
02461.0
0\4000_Fin_
Des\
CA
DD\40_
Hwy\
Utilities\
Cut Sheets\x72977_cph_utp_11.d
gn
D015624
KINGS AND QUEENS
D.
WA
NK.
GRIE
SIN
G
11
K.
GRIE
SIN
G
REPLACEMENT OF THE KOSCIUSZKO BRIDGE OVER NEWTOWN CREEK X729.77
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
12"-60PSI WRAPPED WELDED STEEL
#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
NYCDEP WATER UNLESS OTHERWISE SPECIFIED
NYCDEP SEWER UNLESS OTHERWISE SPECIFIED
NYC ELECTRIC UNLESS OTHERWISE SPECIFIEDE E
S
W
MANHOLE OWNERSHIP LEGEND:
NOTED IN PLANS.
DESIGNATED AS QUALITY LEVEL C (QLC), UNLESS OTHERWISE
ABOVE GROUND UTILITY FEATURES. THIS INFORMATION IS
HAS BEEN OBTAINED BY SURVEYING AND PLOTTING VISIBLE
EXISTING UTILITY INFORMATION SHOWN ON THESE PLANS
GRIDNORTHMATCH LINE, SEE DRAWING NO. UTP-10
MAT
CH LIN
E,
SEE
DR
AWIN
G
NO.
UTP-14
EXPRESSWAY (EB)EXISTING BROOKLYN QUEENS
EXPRESSWAY (EB)EXISTING BROOKLYN QUEENS
STREET
REALIGNED CHERRY
MAT
CH LIN
E,
SEE
DR
AWIN
G
NO.
UTP-08
MATCH LINE, SEE DRAWING NO. UTP-12NOTES:
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.
SERVICE CONNECTION (TYP.)
PROPOSED FIRE HYDRANT AND
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
EXISTING UNDERGROUND
ST. GAS MAIN
dPROPOSED 12"
ST. GAS MAIN
dPROPOSED 12"
TO BE ABANDONED
SEWER (TYP.)EXISTING STORM
TO BE ABANDONED
EXISTING SEWER (TYP.)
TO BE RETIRED
EXISTING GAS LINES
BE ABANDONED
EXISTING GAS MAIN TO
LEGEND:
TO BE ABANDONED
EXISTING COMBINED SEWER
DENOTES EXISTING UTILITY TO BE ABANDONED/RETIRED
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
LINE TO BE RELOCATED
EXISTING OVERHEAD ELECTRIC
VALVE
PROPOSED 12"
PROPOSED 12" VALVE
2�’
SECTION 26
6’-5"
STE
WART
AVE
NUE
EXISTING CHERRY STREET
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.
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION
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
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
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,
x72977_cph_utp_12.dgn
P:\
02461.0
0\4000_Fin_
Des\
CA
DD\40_
Hwy\
Utilities\
Cut Sheets\x72977_cph_utp_12.d
gn
D015624
KINGS AND QUEENS
D.
WA
NK.
GRIE
SIN
G
11
K.
GRIE
SIN
G
REPLACEMENT OF THE KOSCIUSZKO BRIDGE OVER NEWTOWN CREEK X729.77
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
NYCDEP WATER UNLESS OTHERWISE SPECIFIED
NYCDEP SEWER UNLESS OTHERWISE SPECIFIED
NYC ELECTRIC UNLESS OTHERWISE SPECIFIEDE E
MANHOLE OWNERSHIP LEGEND:
S
W
NOTED IN PLANS.
DESIGNATED AS QUALITY LEVEL C (QLC), UNLESS OTHERWISE
ABOVE GROUND UTILITY FEATURES. THIS INFORMATION IS
HAS BEEN OBTAINED BY SURVEYING AND PLOTTING VISIBLE
EXISTING UTILITY INFORMATION SHOWN ON THESE PLANS
GRIDNORTH
MATCH LINE, SEE DRAWING NO. UTP-11
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.
TO BE RELOCATED
EXISTING FIRE HYDRANT
MATCH LINE, SEE DRAWING NO. UTP-14
MEET EXISTING WATER MAIN
WATER MAIN CAP
PROPOSED
AND SERVICE CONNECTION (TYP.)
PROPOSED FIRE HYDRANT
LEGEND:
PE GAS MAINd PROPOSED 4"
LINE (TYP.)
EXISTING OVERHEAD ELECTRIC
DENOTES EXISTING UTILITY TO BE ABANDONED/RETIRED
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"
AND SERVICE CONNECTION (TYP.)
PROPOSED FIRE HYDRANT
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.
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION
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
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
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,
x72977_cph_utp_13.dgn
P:\
02461.0
0\4000_Fin_
Des\
CA
DD\40_
Hwy\
Utilities\
Cut Sheets\x72977_cph_utp_13.d
gn
D015624
KINGS AND QUEENS
D.
WA
NK.
GRIE
SIN
G
11
K.
GRIE
SIN
G
REPLACEMENT OF THE KOSCIUSZKO BRIDGE OVER NEWTOWN CREEK X729.77
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 LINE, SEE DRAWING NO. UTP-14
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,
NYCDEP WATER UNLESS OTHERWISE SPECIFIED
NYCDEP SEWER UNLESS OTHERWISE SPECIFIED
NYC ELECTRIC UNLESS OTHERWISE SPECIFIEDE E
S
W
MANHOLE OWNERSHIP LEGEND:
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:
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.
LINE (TYP.)
EXISTING ELECTRIC
(TYP.)
GAS VALVE
EXISTING
RELOCATED
TO BE
FIRE HYDRANT
EXISTING
(TYP.)
BRIDGE F
OOTINGjPROPOSED
EXISTING GAS LINE (TYP.)
ELECTRIC LINE (TYP.)
EXISTING OVERHEAD
MEET EXISTING WATER MAIN
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.
DESIGNATED AS QUALITY LEVEL C (QLC), UNLESS OTHERWISE
ABOVE GROUND UTILITY FEATURES. THIS INFORMATION IS
HAS BEEN OBTAINED BY SURVEYING AND PLOTTING VISIBLE
EXISTING UTILITY INFORMATION SHOWN ON THESE PLANS
DENOTES EXISTING UTILITY TO BE ABANDONED/RETIRED
PROPOSED 12" VALVE
PROPOSED 12" VALVE
SERVICE CONNECTION (TYP.)
PROPOSED FIRE HYDRANT AND
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.
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION
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
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
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,
x72977_cph_utp_14.dgn
P:\
02461.0
0\4000_Fin_
Des\
CA
DD\40_
Hwy\
Utilities\
Cut Sheets\x72977_cph_utp_14.d
gn
D015624
KINGS AND QUEENS
D.
WA
NK.
GRIE
SIN
G
11
K.
GRIE
SIN
G
REPLACEMENT OF THE KOSCIUSZKO BRIDGE OVER NEWTOWN CREEK X729.77
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
NYCDEP WATER UNLESS OTHERWISE SPECIFIED
NYCDEP SEWER UNLESS OTHERWISE SPECIFIED
NYC ELECTRIC UNLESS OTHERWISE SPECIFIEDE E
S
W
MANHOLE OWNERSHIP LEGEND:
NOTED IN PLANS.
DESIGNATED AS QUALITY LEVEL C (QLC), UNLESS OTHERWISE
ABOVE GROUND UTILITY FEATURES. THIS INFORMATION IS
HAS BEEN OBTAINED BY SURVEYING AND PLOTTING VISIBLE
EXISTING UTILITY INFORMATION SHOWN ON THESE PLANS
GRIDNORTHMATCH LINE, SEE DRAWING NO. UTP-13
MAT
CH LIN
E,
SEE
DR
AWIN
G
NO.
UTP-11
MATCH LINE, SEE DRAWING NO. UTP-12
RELOCATED
ELECTRIC LINE TO BE
EXISTING OVERHEAD
TO BE RELOCATED
EXISTING FIRE HYDRANT
SEE
DR
AWIN
G
NO.
UTP-15
MATC
H LIN
E,
ST
A.
EB 37+00,
LINE (TYP.)
EXISTING ELECTRIC
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.
MAIN (TYP.)
EXISTING WATER
AND SERVICE CONNECTION
PROPOSED FIRE HYDRANT
LINES TO BE ABANDONED
EXISTING GAS
NATIONAL GRID
AVENUE TO BE COMPLETED BY
WORK SOUTH ALONG GARDNER
PE GAS MAINdPROPOSED 4"
TO BE ABANDONED
EXISTING STORM SEWER
TO BE ABANDONED
GAS VALVE EXISTING
PE GAS MAINd PROPOSED 4"
ABANDONED
GAS MAIN TO BE
EXISTING 2" RETIRED
FOOTING (TYP.)
PROPOSED BRIDGE
LEGEND:
DENOTES EXISTING UTILITY TO BE ABANDONED/RETIRED
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.
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION
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
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
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,
x72977_cph_utp_15.dgn
P:\
02461.0
0\4000_Fin_
Des\
CA
DD\40_
Hwy\
Utilities\
Cut Sheets\x72977_cph_utp_15.d
gn
D015624
KINGS AND QUEENS
D.
WA
NK.
GRIE
SIN
G
11
K.
GRIE
SIN
G
REPLACEMENT OF THE KOSCIUSZKO BRIDGE OVER NEWTOWN CREEK X729.77
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
NYCDEP WATER UNLESS OTHERWISE SPECIFIED
NYCDEP SEWER UNLESS OTHERWISE SPECIFIED
NYC ELECTRIC UNLESS OTHERWISE SPECIFIEDE E
S
W
MANHOLE OWNERSHIP LEGEND:
NOTED IN PLANS.
DESIGNATED AS QUALITY LEVEL C (QLC), UNLESS OTHERWISE
ABOVE GROUND UTILITY FEATURES. THIS INFORMATION IS
HAS BEEN OBTAINED BY SURVEYING AND PLOTTING VISIBLE
EXISTING UTILITY INFORMATION SHOWN ON THESE PLANS
0 20 40’20
1" = 40’
GRID
NORT
H
THOMAS STREET
EXPRESSWAY (WB)
BROOKLYN QUEENS
EXPRESSWAY (EB)
BROOKLYN QUEENS
EXPRESSWAY (WB)
EXISTING BROOKLYN QUEENS
EXPRESSWAY (EB)
EXISTING BROOKLYN QUEENS
EXISTING CHERRY STREET
WALKWAY / BIKEWAY
EXIS
TIN
G SCOTT AVENUE
EXPRESSWAY C-D (EB)
BROOKLYN QUEENS
TO BE RELOCATED
EXISTING FIRE HYDRANT
LINE TO BE RELOCATED
EXISTING OVERHEAD ELECTRIC
LINE TO BE RELOCATED
EXISTING OVERHEAD ELECTRIC
TO BE RELOCATED
EXISTING FIRE HYDRANT
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
MATCH LINE, SEE DRAWING NO. UTP-13
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.
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
SERVICE CONNECTION (TYP.)
PROPOSED FIRE HYDRANT AND
SERVICE CONNECTION (TYP.)
PROPOSED FIRE HYDRANT AND
SERVICE CONNECTION (TYP.)
PROPOSED FIRE HYDRANT AND
(TYP.)
SERVICE CONNECTION
HYDRANT AND
PROPOSED FIRE
TO BE ABANDONED
EXISTING STORM SEWER
PE GAS MAINdPROPOSED 4"
SEWER (TYP.)
EXISTING SANITARY
LINE TO BE RELOCATED
EXISTING OVERHEAD ELECTRIC
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
DENOTES EXISTING UTILITY TO BE ABANDONED/RETIRED
BE INSTALLED BY NATIONAL GRID
PE GAS MAIN TO d PROPOSED 4"
12’-4"
CLASS 56 WATER MAIN
D.I.P. dPROPOSED 12"
CLASS 56 WATER MAIN
D.I.P. dPROPOSED 12"
14’-8"
CLASS 56 WATER MAIN
D.I.P. dPROPOSED 12"
13’-5"
3’-7"
SECTION 29
PE GAS MAIN TO TOWNSEND STREET
dNATIONAL GRID SHALL INSTALL A 4"
NYCDEP WATER UNLESS OTHERWISE SPECIFIED
NYCDEP SEWER UNLESS OTHERWISE SPECIFIED
NYC ELECTRIC UNLESS OTHERWISE SPECIFIEDE E
S
W
MANHOLE OWNERSHIP LEGEND:
NOTED IN PLANS.
DESIGNATED AS QUALITY LEVEL C (QLC), UNLESS OTHERWISE
ABOVE GROUND UTILITY FEATURES. THIS INFORMATION IS
HAS BEEN OBTAINED BY SURVEYING AND PLOTTING VISIBLE
EXISTING UTILITY INFORMATION SHOWN ON THESE PLANS
0 20 40’20
1" = 40’
X
GRID
NORT
H
EXPRESSWAY (WB)
BROOKLYN QUEENS
EXPRESSWAY (EB)
BROOKLYN QUEENS
NEWTOWN CREEK
WALKWAY / BIKEWAYEXPRESSWAY (WB)
EXISTING BROOKLYN QUEENS
EXPRESSWAY (EB)EXISTING BROOKLYN QUEENS
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:
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.
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:
DENOTES EXISTING UTILITY TO BE ABANDONED/RETIRED
EXISTING LIGHT POLE (TYP.)
9/30/2013 1:5
8:2
3
PM
pmarzuillo
CONTRACT NUMBER
DRAWING NO.
SHEET NO.
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION
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
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
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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P:\
02461.0
0\4000_Fin_
Des\
CA
DD\40_
Hwy\
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Cut Sheets\x72977_cph_utp_16.d
gn
D015624
KINGS AND QUEENS
D.
WA
NK.
GRIE
SIN
G
11
K.
GRIE
SIN
G
REPLACEMENT OF THE KOSCIUSZKO BRIDGE OVER NEWTOWN CREEK X729.77
SEPTEMBER 2013
40% PLANS
CEMENT
FILLED WITH HYDRAULIC
TO BE ABANDONED AND
EXISTING STORM SEWER
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
NYCDEP WATER UNLESS OTHERWISE SPECIFIED
NYCDEP SEWER UNLESS OTHERWISE SPECIFIED
NYC ELECTRIC UNLESS OTHERWISE SPECIFIEDE E
S
W
MANHOLE OWNERSHIP LEGEND:
NOTED IN PLANS.
DESIGNATED AS QUALITY LEVEL C (QLC), UNLESS OTHERWISE
ABOVE GROUND UTILITY FEATURES. THIS INFORMATION IS
HAS BEEN OBTAINED BY SURVEYING AND PLOTTING VISIBLE
EXISTING UTILITY INFORMATION SHOWN ON THESE 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:
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.
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
EXISTING LIGHT POLE (TYP.)
CEMENT
FILLED WITH HYDRAULIC
TO BE ABANDONED AND
EXISTING STORM SEWER
WITH HYDRAULIC CEMENT
BE ABANDONED AND FILLED
EXISTING 10" STORM SEWER TO
HYDRAULIC CEMENT
FILLED WITH
ABANDONED AND
SEWER TO BE
EXISTING STORM
TELEPHONE LINE (TYP.)
EXISTING UNDERGROUND
ELECTRIC LINE (TYP.)
EXISTING UNDERGROUND
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
PE GAS MAINdPROPOSED 4"
PROJECT LIMIT
ALL WORK OUTSIDE OF
NATIONAL GRID TO PERFORM
TO BE RETIRED
EXISTING GAS LINE
VALVE TO BE ABANDONED
EXISTING GAS
LEGEND:
DENOTES EXISTING UTILITY TO BE ABANDONED/RETIRED
CLASS 56 WATER MAIN
D.I.P. dPROPOSED 12"
6’-2"
SECTION 30
9/30/2013 1:5
8:3
0
PM
pmarzuillo
CONTRACT NUMBER
DRAWING NO.
SHEET NO.
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION
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
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
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,
x72977_cph_utp_17.dgn
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02461.0
0\4000_Fin_
Des\
CA
DD\40_
Hwy\
Utilities\
Cut Sheets\x72977_cph_utp_17.d
gn
D015624
KINGS AND QUEENS
D.
WA
NK.
GRIE
SIN
G
11
K.
GRIE
SIN
G
REPLACEMENT OF THE KOSCIUSZKO BRIDGE OVER NEWTOWN CREEK X729.77
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
12’ CHAIN LINK FENCE
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’ CHAIN LINK FENCE
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
NYCDEP WATER UNLESS OTHERWISE SPECIFIED
NYCDEP SEWER UNLESS OTHERWISE SPECIFIED
NYC ELECTRIC UNLESS OTHERWISE SPECIFIEDE E
S
W
MANHOLE OWNERSHIP LEGEND:
NOTED IN PLANS.
DESIGNATED AS QUALITY LEVEL C (QLC), UNLESS OTHERWISE
ABOVE GROUND UTILITY FEATURES. THIS INFORMATION IS
HAS BEEN OBTAINED BY SURVEYING AND PLOTTING VISIBLE
EXISTING UTILITY INFORMATION SHOWN ON THESE 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)
EXISTING BROOKLYN QUEENS
EXPRESSWAY (EB)
EXISTING BROOKLYN QUEENS
MATCH LINE, SEE DRAWING NO. UTP-19
MAT
CH LIN
E ST
A.
EB 54+70,
SEE
DR
AWIN
G
NO.
UTP-17
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.
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 FIRE HYDRANT
EXISTING LIGHT POLE (TYP.)
EXISTING OVERHEAD ELECTRIC LINE
EXISTING GAS LINE
EXISTING STORM SEWER
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:
DENOTES EXISTING UTILITY TO BE ABANDONED/RETIRED
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.
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION
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
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
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,
x72977_cph_utp_18.dgn
P:\
02461.0
0\4000_Fin_
Des\
CA
DD\40_
Hwy\
Utilities\
Cut Sheets\x72977_cph_utp_18.d
gn
D015624
KINGS AND QUEENS
D.
WA
NK.
GRIE
SIN
G
11
K.
GRIE
SIN
G
REPLACEMENT OF THE KOSCIUSZKO BRIDGE OVER NEWTOWN CREEK X729.77
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)(FROM RECORD)
(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.
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION
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
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
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,
x72977_cph_utp_19.dgn
P:\
02461.0
0\4000_Fin_
Des\
CA
DD\40_
Hwy\
Utilities\
Cut Sheets\x72977_cph_utp_19.d
gn
D015624
KINGS AND QUEENS
D.
WA
NK.
GRIE
SIN
G
11
K.
GRIE
SIN
G
REPLACEMENT OF THE KOSCIUSZKO BRIDGE OVER NEWTOWN CREEK X729.77
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
NYCDEP WATER UNLESS OTHERWISE SPECIFIED
NYCDEP SEWER UNLESS OTHERWISE SPECIFIED
NYC ELECTRIC UNLESS OTHERWISE SPECIFIEDE E
S
W
MANHOLE OWNERSHIP LEGEND:
NOTED IN PLANS.
DESIGNATED AS QUALITY LEVEL C (QLC), UNLESS OTHERWISE
ABOVE GROUND UTILITY FEATURES. THIS INFORMATION IS
HAS BEEN OBTAINED BY SURVEYING AND PLOTTING VISIBLE
EXISTING UTILITY INFORMATION SHOWN ON THESE PLANS
MATCH LINE, SEE DRAWING NO. UTP-18
0 20 40’20
1" = 40’
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.
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
EXISTING OVERHEAD FIBER OPTIC,
HAS BEEN REMOVED
EXISTING TIME WARNER CABLE
TO BE RETIRED
EXISTING GAS MAIN
TO BE RETIRED
EXISTING GAS MAIN
LEGEND:
GRID
NORT
H
DENOTES EXISTING UTILITY TO BE ABANDONED/RETIRED
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
AND SERVICE CONNECTION (TYP.)
PROPOSED FIRE HYDRANT
AND SERVICE CONNECTION (TYP.)
PROPOSED FIRE HYDRANT
43 STREET
43 STREET
55
AVE
NUE
NYCDEP WATER UNLESS OTHERWISE SPECIFIED
NYCDEP SEWER UNLESS OTHERWISE SPECIFIED
NYC ELECTRIC UNLESS OTHERWISE SPECIFIEDE E
S
W
MANHOLE OWNERSHIP LEGEND:
NOTED IN PLANS.
DESIGNATED AS QUALITY LEVEL C (QLC), UNLESS OTHERWISE
ABOVE GROUND UTILITY FEATURES. THIS INFORMATION IS
HAS BEEN OBTAINED BY SURVEYING AND PLOTTING VISIBLE
EXISTING UTILITY INFORMATION SHOWN ON THESE PLANS
GRID
NO
RT
H
0 20 40’20
1" = 40’
54
DRIV
E
54 R
OAD
LAUREL HILL BOULEVARD
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 (EB)EXISTING BROOKLYN QUEENS
EXPRESSWAY (WB)
EXISTING BROOKLYN QUEENS
WALKWAY / BIKEWAY
RAMP TO LIE SR RAMP
LIGHT POLE (TYP.)
LIGHT POLE (TYP.)
LEGEND:
FASCIA
FASCIA
SEWER (TYP.)EXISTING SANITARY
SEWER (TYP.)EXISTING COMBINED
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
EXISTING OVERHEAD FIBER OPTIC,
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.
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:
DENOTES EXISTING UTILITY TO BE ABANDONED/RETIRED
9/30/2013 1:5
8:4
4
PM
pmarzuillo
CONTRACT NUMBER
DRAWING NO.
SHEET NO.
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION
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
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
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,
x72977_cph_utp_20.dgn
P:\
02461.0
0\4000_Fin_
Des\
CA
DD\40_
Hwy\
Utilities\
Cut Sheets\x72977_cph_utp_20.d
gn
D015624
KINGS AND QUEENS
D.
WA
NK.
GRIE
SIN
G
11
K.
GRIE
SIN
G
REPLACEMENT OF THE KOSCIUSZKO BRIDGE OVER NEWTOWN CREEK X729.77
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
NYCDEP WATER UNLESS OTHERWISE SPECIFIED
NYCDEP SEWER UNLESS OTHERWISE SPECIFIED
NYC ELECTRIC UNLESS OTHERWISE SPECIFIEDE E
S
W
MANHOLE OWNERSHIP LEGEND: 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.
NOTED IN PLANS.
DESIGNATED AS QUALITY LEVEL C (QLC), UNLESS OTHERWISE
ABOVE GROUND UTILITY FEATURES. THIS INFORMATION IS
HAS BEEN OBTAINED BY SURVEYING AND PLOTTING VISIBLE
EXISTING UTILITY INFORMATION SHOWN ON THESE PLANS
GRID
NO
RT
H
0 20 40’20
1" = 40’
BROOKLYN QUEENS EXPRESSWAY (EB)
BROOKLYN QUEENS EXPRESSWAY (WB)
54
AVE
NUE
LAUREL HILL BOULEVARD
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
EXISTING FIRE HYDRANT
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
MEET EXISTING WATER MAIN
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
AND SERVICE CONNECTION (TYP.)
PROPOSED FIRE HYDRANTAND SERVICE CONNECTION
PROPOSED FIRE HYDRANT
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
DENOTES EXISTING UTILITY TO BE ABANDONED/RETIRED
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
9/30/2013 1:5
8:5
0
PM
pmarzuillo
CONTRACT NUMBER
DRAWING NO.
SHEET NO.
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION
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
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
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,
x72977_cph_utp_21.dgn
P:\
02461.0
0\4000_Fin_
Des\
CA
DD\40_
Hwy\
Utilities\
Cut Sheets\x72977_cph_utp_21.d
gn
D015624
KINGS AND QUEENS
D.
WA
NK.
GRIE
SIN
G
11
K.
GRIE
SIN
G
REPLACEMENT OF THE KOSCIUSZKO BRIDGE OVER NEWTOWN CREEK X729.77
SEPTEMBER 2013
40% PLANS
TO BE ABANDONED (TYP.)
EXISTING CATCH BASIN
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
NYCDEP WATER UNLESS OTHERWISE SPECIFIED
NYCDEP SEWER UNLESS OTHERWISE SPECIFIED
NYC ELECTRIC UNLESS OTHERWISE SPECIFIEDE E
S
W
MANHOLE OWNERSHIP LEGEND:
NOTED IN PLANS.
DESIGNATED AS QUALITY LEVEL C (QLC), UNLESS OTHERWISE
ABOVE GROUND UTILITY FEATURES. THIS INFORMATION IS
HAS BEEN OBTAINED BY SURVEYING AND PLOTTING VISIBLE
EXISTING UTILITY INFORMATION SHOWN ON THESE PLANS
MATCH LINE,
SEE DRAWING NO.
UTP-23
0 20 40’20
1" = 40’
GRID
NORT
H
BROOKLYN QUEENS EXPRESSWAY (WB)
BROOKLYN QUEENS EXPRESSWAY (EB)
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)
EXISTING BROOKLYN QUEENS
EXPRESSWAY (EB)
EXISTING BROOKLYN QUEENS
RAMP FROM
EB LI
E SR
CURB (TYP.)
RETAINING WALL
WR2 HCL & TGL
WR3 HCL & TGL
ER3 H
CL &
TGL
MATCH LINE, SEE DRAWING NO. UTP-23
POLE (TYP.)EXISTING LIGHT
RETAINING WALL
PROPOSED
43RD STREETRAMP FROM
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.
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
TO BE ABANDONED (TYP.)
EXISTING CATCH BASIN
LEGEND:
DENOTES EXISTING UTILITY TO BE ABANDONED/RETIRED
9/30/2013 1:5
8:5
5
PM
pmarzuillo
CONTRACT NUMBER
DRAWING NO.
SHEET NO.
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION
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
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
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,
x72977_cph_utp_22.dgn
P:\
02461.0
0\4000_Fin_
Des\
CA
DD\40_
Hwy\
Utilities\
Cut Sheets\x72977_cph_utp_22.d
gn
D015624
KINGS AND QUEENS
D.
WA
NK.
GRIE
SIN
G
11
K.
GRIE
SIN
G
REPLACEMENT OF THE KOSCIUSZKO BRIDGE OVER NEWTOWN CREEK X729.77
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
NYCDEP WATER UNLESS OTHERWISE SPECIFIED
NYCDEP SEWER UNLESS OTHERWISE SPECIFIED
NYC ELECTRIC UNLESS OTHERWISE SPECIFIEDE E
S
W
MANHOLE OWNERSHIP LEGEND:
NOTED IN PLANS.
DESIGNATED AS QUALITY LEVEL C (QLC), UNLESS OTHERWISE
ABOVE GROUND UTILITY FEATURES. THIS INFORMATION IS
HAS BEEN OBTAINED BY SURVEYING AND PLOTTING VISIBLE
EXISTING UTILITY INFORMATION SHOWN ON THESE PLANS
GRID
NO
RT
H
MATCH LINE, SEE DRAWING NO. UTP-22
0 20 40’20
1" = 40’
MATCH LINE, SEE DRAWING NO. UTP-22
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
EXISTING COMBINED SEWER
MATCH LINE STA. WR4 15+20, SEE DRAWING NO. UTP-24
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.
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.)
AND SERVICE CONNECTION (TYP.)
PROPOSED FIRE HYDRANT
TO BE ABANDONED (TYP.)
EXISTING CATCH BASIN
LEGEND:
DENOTES EXISTING UTILITY TO BE ABANDONED/RETIRED
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.
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION
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
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
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,
x72977_cph_utp_23.dgn
P:\
02461.0
0\4000_Fin_
Des\
CA
DD\40_
Hwy\
Utilities\
Cut Sheets\x72977_cph_utp_23.d
gn
D015624
KINGS AND QUEENS
D.
WA
NK.
GRIE
SIN
G
11
K.
GRIE
SIN
G
REPLACEMENT OF THE KOSCIUSZKO BRIDGE OVER NEWTOWN CREEK X729.77
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
NYCDEP WATER UNLESS OTHERWISE SPECIFIED
NYCDEP SEWER UNLESS OTHERWISE SPECIFIED
NYC ELECTRIC UNLESS OTHERWISE SPECIFIEDE E
S
W
MANHOLE OWNERSHIP LEGEND:
NOTED IN PLANS.
DESIGNATED AS QUALITY LEVEL C (QLC), UNLESS OTHERWISE
ABOVE GROUND UTILITY FEATURES. THIS INFORMATION IS
HAS BEEN OBTAINED BY SURVEYING AND PLOTTING VISIBLE
EXISTING UTILITY INFORMATION SHOWN ON THESE 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:
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.
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
EXISTING FIRE HYDRANT
AND SERVICE CONNECTION
PROPOSED FIRE HYDRANT
GUIDERAIL (TYP.)
LEGEND:
DENOTES EXISTING UTILITY TO BE ABANDONED/RETIRED
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.
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION
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
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
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,
x72977_cph_utp_24.dgn
P:\
02461.0
0\4000_Fin_
Des\
CA
DD\40_
Hwy\
Utilities\
Cut Sheets\x72977_cph_utp_24.d
gn
D015624
KINGS AND QUEENS
D.
WA
NK.
GRIE
SIN
G
11
K.
GRIE
SIN
G
REPLACEMENT OF THE KOSCIUSZKO BRIDGE OVER NEWTOWN CREEK X729.77
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
EXISTING TOP OF GRADE
TOP OF PROPOSED PAVEMENT
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"
D.I.P. CLASS 56 WATER MAIN
dPROPOSED 12"
CLAY PIPE COMBINED SEWER
dEXISTING 15"
D.I.P. COMBINED SEWER
dEXISTING 12"
D.I.P. CLASS 56 WATER MAIN
dPROPOSED 12"
D.I.P. CLASS 56 WATER MAIN
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.
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION
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
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
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,
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
REPLACEMENT OF THE KOSCIUSZKO BRIDGE OVER NEWTOWN CREEK X729.77
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
EXISTING TOP OF GRADE
D.I.P. STORM SEWER
dPROPOSED 12"
T.G.L. EB1
D.I.P. STORM SEWER
dPROPOSED 12"
T.G.L. EB1
EXISTING TOP OF GRADE
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"
D.I.P. CLASS 56 WATER MAIN
dPROPOSED 8"
u 3’-4"
u3’-10�"
u 3’-3"
D.I.P. CLASS 56 WATER MAIN
dPROPOSED 12"
D.I.P. CLASS 56 WATER MAIN
dPROPOSED 12"
CLAY PIPE COMBINED SEWER
dEXISTING 15"
D.I.P. CLASS 56 WATER MAIN
dPROPOSED 8"
D.I.P. CLASS 56 WATER MAIN
dPROPOSED 12"
CLAY PIPE COMBINED SEWER
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
D.I.P. CLASS 56 WATER MAIN
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.
XX
XX.
XX
XX.
XX
XX.
XX
X
CROSS SECTIONS - SHEET 2
9/30/2013 1:5
9:0
5
PM
pmarzuillo
CONTRACT NUMBER
DRAWING NO.
SHEET NO.
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION
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
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
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,
DEP_Sections_02.dgn
P:\
02461.0
0\4000_Fin_
Des\
CA
DD\40_
Hwy\
Utilities\
DE
P_Sections_02.d
gn
D015624
KINGS AND QUEENS
D.
WA
NK.
GRIE
SIN
G
11
K.
GRIE
SIN
G
REPLACEMENT OF THE KOSCIUSZKO BRIDGE OVER NEWTOWN CREEK X729.77
SEPTEMBER 2013
40% PLANS
250-25
5
10
15
20
25
30
50 75
35
100
40
45
5
10
15
20
25
30
35
40
45
0
5
10
15
20
25
30
35
40
-100
45
5
10
15
20
25
30
35
40
45
-125
0
5
10
15
20
25
30
35
40
5
10
15
20
25
30
35
40
-100-125
45
50
45
50
25-25-50-75
25-25-50-75
0
5
10
15
20
25
30
35
40
5
10
15
20
25
30
35
40
-100-125-150
45 45
50 50
-75 -50 -25 25
T.G.L. EB1
D.I.P. CLASS 56 WATER MAIN
dPROPOSED 12"
D.I.P. STORM SEWER
dPROPOSED 12"
T.G.L. EB1
TOP OF PROPOSED PAVEMENT
EXISTING TOP OF GRADE
T.G.L. EB1
T.G.L. EB1
EXISTING TOP OF GRADE
SCALE 1"=25’
0 5
10
15
20
25
30
35
40
5
10
15
20
25
30
35
40
-100-150
45 45
50 50
-75 -50 -25 25
T.G.L. EB1
-125
EXISTING TOP OF GRADE
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
TOP OF PROPOSED PAVEMENT
u1’-6" MIN.
D.I.P. CLASS 56 WATER MAIN
dPROPOSED 12"
D.I.P. CLASS 56 WATER MAIN
dPROPOSED 12"
CLAY PIPE COMBINED SEWER
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
WB MEEKER AVE.STA EB1 18+65
0
5
10
15
20
25
30
35
40
5
10
15
20
25
30
35
40
-100-125
45
50
45
50
-75 -50 -25 25
T.G.L. EB1
EXISTING TOP OF GRADE
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
WB MEEKER AVE.STA EB1 18+79
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
X.
XX
XX.
XX
XX.
XX
XX.
XX
X
CROSS SECTIONS - SHEET 3
9/30/2013 1:5
9:0
7
PM
pmarzuillo
CONTRACT NUMBER
DRAWING NO.
SHEET NO.
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION
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
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
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,
DEP_Sections_03.dgn
P:\
02461.0
0\4000_Fin_
Des\
CA
DD\40_
Hwy\
Utilities\
DE
P_Sections_03.d
gn
D015624
KINGS AND QUEENS
D.
WA
NK.
GRIE
SIN
G
11
K.
GRIE
SIN
G
REPLACEMENT OF THE KOSCIUSZKO BRIDGE OVER NEWTOWN CREEK X729.77
SEPTEMBER 2013
40% PLANS
5
10
15
20
25
30
35
40
45
-25
5
10
15
20
25
30
35
40
45
50
55
50
55
5
10
15
20
25
30
35
40
45
-25
5
10
15
20
25
30
35
40
45
50
55
50
55
6’-
4"
u
PAVEMENT EDGE
EXISTING
0255075
SCALE 1"=25’
29’-8" u
D.I.P. CLASS 56 WATER MAIN
dPROPOSED 8"
41’-10" u
0255075
PAVEMENT EDGE
EXISTING
D.I.P. CLASS 56 WATER MAIN
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
10
15
20
25
30
35
40
45
5
10
15
20
25
30
35
40
45
50 50
250-25 50 75 100 125 150
5
10
15
20
25
30
35
40
45
5
10
15
20
25
30
35
40
45
50 50
0
5
10
15
20
25
30
35
40
5
10
15
20
25
30
35
40
-100-125-150
45 45
50 50
-75 -50 -25 25
12’-
5"
u
D.I.P. STORM SEWER
dPROPOSED 12"
D.I.P. CLASS 56 WATER MAIN
dPROPOSED 12"
D.I.P. CLASS 55 WATER MAIN
dPROPOSED 20"
EXISTING TOP OF GRADE
T.G.L. EB1
T.G.L. EB1
T.G.L. EB1
EXISTING TOP OF GRADE
EXISTING TOP OF GRADE
116’-1�" u
116’-1" u
118’-9�" u
D.I.P. CLASS 56 WATER MAIN
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
X.
XX
XX.
XX
XX.
XX
XX.
XX
X
CROSS SECTIONS - SHEET 4
9/30/2013 1:5
9:0
8
PM
pmarzuillo
CONTRACT NUMBER
DRAWING NO.
SHEET NO.
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION
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
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
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,
DEP_Sections_04.dgn
P:\
02461.0
0\4000_Fin_
Des\
CA
DD\40_
Hwy\
Utilities\
DE
P_Sections_04.d
gn
D015624
KINGS AND QUEENS
D.
WA
NK.
GRIE
SIN
G
11
K.
GRIE
SIN
G
REPLACEMENT OF THE KOSCIUSZKO BRIDGE OVER NEWTOWN CREEK X729.77
SEPTEMBER 2013
40% PLANS
-250
5
10
15
20
25
30
35
40
45
-200-225
5
10
15
20
25
30
35
40
45
-275-300
250-75 -50 -25-100
10
15
20
25
30
35
40
5 5
10
15
20
25
30
35
40
T.G.L. EB
D.I.P. CLASS 56 WATER MAIN
dPROPOSED 12"
SCALE 1"=25’
EXISTING TOP OF GRADE
TOP OF PROPOSED PAVEMENT
57’-0" u
1’-
6"
MIN.
u
125
5
10
15
20
25
30
35
40
45
100
5
10
15
20
25
30
35
40
45
-25-50 0 25 50 75
11’-
5�
" u
T.G.L. EB1 EXISTING TOP OF GRADE
D.I.P. CLASS 56 WATER MAIN
dPROPOSED 12"
D.I.P. STORM SEWER
dPROPOSED 12"
31’-11�" u101’-2�" u
D.I.P. CLASS 56 WATER MAIN
dPROPOSED 12"
5
10
15
20
25
30
35
40
-50-25
5
10
15
20
25
30
35
40
EXISTING TOP OF GRADE
00
SEWER
EXISTING STORM
18’-1�" u
D.I.P. CLASS 56 WATER MAIN
dPROPOSED 12"
02550
EDGE
EXISTING PAVEMENT
D.I.P. STORM SEWER
dPROPOSED 12"
D.I.P. CLASS 56 WATER MAIN
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
EXISTING TOP OF GRADE
250-75 -50 -25
-5
0
5
10
15
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
D.I.P. dPROPOSED 12"
-10 -10
u
T.G.L. EB
"21
54’-6 u
"21
54’-6 u
CLASS 56 WATER MAIN
D.I.P. dPROPOSED 12"
EXISTING TOP OF GRADE
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
X.
XX
XX.
XX
XX.
XX
XX.
XX
X
CROSS SECTIONS - SHEET 5
9/30/2013 1:5
9:0
9
PM
pmarzuillo
CONTRACT NUMBER
DRAWING NO.
SHEET NO.
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION
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
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
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,
DEP_Sections_05.dgn
P:\
02461.0
0\4000_Fin_
Des\
CA
DD\40_
Hwy\
Utilities\
DE
P_Sections_05.d
gn
D015624
KINGS AND QUEENS
D.
WA
NK.
GRIE
SIN
G
11
K.
GRIE
SIN
G
REPLACEMENT OF THE KOSCIUSZKO BRIDGE OVER NEWTOWN CREEK X729.77
SEPTEMBER 2013
40% PLANS
5
10
15
20
25
30
35
40
45
5
10
15
20
25
30
35
40
45
50
55
50
55
-75 -50 -25 0 25
65
60
55
50
45
40
35
65
60
55
50
45
40
35
-50 -25 0 25 50
-25
15
20
25
30
35
40
45
15
20
25
30
35
40
45
50
55
50
55
60 60
0 25 50 75
TOP OF GRADE
EXISTING EDGE
EXIST. PAVEMENT
STORM SEWER
P.R.C.P.dEXISTING 45"
"21
14’- u
EXISTING TOP OF GRADE
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
D.I.P. dPROPOSED 20"
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.
XX
XX.
XX
XX.
XX
XX.
XX
X
CROSS SECTIONS - SHEET 6
9/30/2013 1:5
9:1
1 P
M
pmarzuillo
CONTRACT NUMBER
DRAWING NO.
SHEET NO.
NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION
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
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
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,
DEP_Sections_06.dgn
P:\
02461.0
0\4000_Fin_
Des\
CA
DD\40_
Hwy\
Utilities\
DE
P_Sections_06.d
gn
D015624
KINGS AND QUEENS
D.
WA
NK.
GRIE
SIN
G
11
K.
GRIE
SIN
G
REPLACEMENT OF THE KOSCIUSZKO BRIDGE OVER NEWTOWN CREEK X729.77
SEPTEMBER 2013
40% PLANS