SSSI Area E_Amendment 2_Rev. Plans.pdf
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- Solicitation number
- W912DS24B0002
About this file
This document provides details on a federal contract opportunity for construction services. The U.S. Army Corps of Engineers, New York District is seeking construction of interior drainage ponds, stormwater drainage structures, relocation of sanitary sewers and other elements as part of the South Shore of Staten Island, Area E Hurricane Sandy Coastal Storm Risk Management Project. The solicitation will be issued as an invitation for bids with bids due approximately 30 days later. The construction cost is estimated between $100-175 million and the period of performance is 1,279 calendar days from notice to proceed. The contract will be awarded on a firm-fixed price basis to support critical coastal storm risk management along a 5.3 mile project alignment in Staten Island, New York.
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W
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CT001
MAINTENANCE AND PROTECTION OF TRAFFIC NOTES:
1. ALL WORK ZONE TRAFFIC CONTROL WORK SHALL CONFORM TO THE LATEST VERSION OF THE USDOT FHWA'S MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
(M.U.T.C.D.) AND NYS SUPPLEMENT TO NATIONAL M.U.T.C.D.
2. THE CONTRACTOR SHALL CONTACT AND COORDINATE WITH THE CONTRACTING OFFICER'S REPRESENTATIVE (C.O.R.) PRIOR TO CONTACTING ANY LOCAL OR STATE
AGENCIES.
3. THE CONTRACTOR SHALL NOTIFY THE NYC DEPARTMENT OF TRANSPORTATION'S OFFICE OF CONSTRUCTION MITIGATION AND COORDINATION (OCMC), TELEPHONE NO.
(212) 839-9621 AND THE DIVISION OF TRAFFIC OPERATIONS, TELEPHONE NO. (718) 433-3370 AT LEAST 20 DAYS BEFORE THE START OF CONSTRUCTION TO SCHEDULE A PRE-CONSTRUCTION MEETING. CONTRACTOR SHALL OBTAIN PERMIT FROM NYCDOT FOR THE STREET AND SIDEWALK CLOSURES AND DETOURS PRIOR TO COMMENCING
THE WORK.
4. THE CONTRACTOR SHALL NOTIFY THE NEW YORK CITY POLICE DEPARTMENT TRAFFIC DIVISION AT (212) 239-2500; THE NEW YORK CITY FIRE DEPARTMENT OPERATIONS DIVISION AT (718) 694-2082; THE NEW YORK CITY EMERGENCY MANAGEMENT SERVICES AND COMMUNITY BOARDS AT LEAST TWO WEEKS IN ADVANCE OF THE BEGINNING OF WORK ON A TRAVEL LANE. NOTIFICATION SHALL BE IN WRITING AFTER RECEIPT OF CONCURRENCE FROM THE CONTRACTING OFFICER.
5. IF AT ANY TIME IN THE OPINION OF THE CONTRACTING OFFICER, CONDITIONS SHALL WARRANT MODIFICATIONS TO THE SCHEMES SHOWN ON THIS OR ANY OTHER MAINTENANCE OF TRAFFIC DRAWINGS THE CONTRACTOR SHALL PERFORM THE MODIFICATIONS INCLUDING REOPENING OF ANY LANE CLOSURE ON AN EMERGENCY BASIS
AS ORDERED BY THE CONTRACTING OFFICER.
6. SIGNS ARE TO BE DISPLAYED ONLY DURING THE TIME THAT THE TEXTS APPLY. ALL APPROPRIATE SIGNS MUST BE COMPLETELY IN PLACE AND ON DISPLAY AS A
PARTICULAR PHASE OF WORK COMMENCES.
7. SIGNS AT OR NEAR INTERSECTIONS SHALL BE PLACED SO THAT THEY DO NOT OBSTRUCT A MOTORIST'S LINE OF SIGHT.
8. ALL TEMPORARY TRAFFIC LANES SHALL HAVE A MINIMUM WIDTH OF 10'-0".
9. THE CONTRACTOR SHALL LOCATE LANE CLOSURES TO PROVIDE OPTIMUM VISIBILITY, I.E. BEFORE CURVES AND CRESTS, TO THE EXTENT CONDITIONS PERMIT.
10. ALL CONSTRUCTION WARNING SIGNS SHALL HAVE AN ORANGE BACKGROUND AND BLACK LETTERS AND BORDERS UNLESS NOTED OTHERWISE. ALL SIGNS ARE TO BE
REFLECTORIZED.
11. THE BOTTOM OF TEMPORARY CONSTRUCTION SIGNS SHALL BE A MINIMUM OF 7'-0" ABOVE THE TRAVEL PAVEMENT AND THE EDGES OFFSET A MINIMUM OF 2'-0" CLEAR OF THE TRAVEL LANE, AS SHOWN ON THE CONTRACT DOCUMENTS OR AS ORDERED BY THE CONTRACTING OFFICER. IF THE 2'-0" HORIZONTAL CLEARANCE CANNOT BE MET, THE CONTRACTOR MAY USE THE EQUIVALENT RECTANGULAR SIGN. IF THE 2'-0" CLEARANCE CANNOT BE MET USING RECTANGULAR SIGNS, THE SIGN SHALL BE MOUNTED A MINIMUM OF 13'-0" ABOVE THE TRAVEL PAVEMENT. UNDER NO CIRCUMSTANCES WILL THE CLIPPING OF SIGNS OR USAGE OF PREVIOUSLY CLIPPED SIGNS BE ALLOWED.
12. THE CONTRACTOR SHALL BE RESPONSIBLE TO IDENTIFY HIS CONSTRUCTION SIGNAGE. THE IDENTIFICATION SHALL INCLUDE THE CONTRACTOR'S NAME, AGENCY NAME (USACE) AND THE CONTRACT NUMBER. THE IDENTIFICATION SHALL BE PLACED ON THE BACK OF THE SIGN. THE LETTERING SHALL BE THREE INCHES HIGH.
13. WHERE SIGNS ARE SHOWN IN BOTH DIAMOND AND RECTANGULAR SHAPES, ONLY DIAMOND SHAPES WILL BE PERMITTED.
14. WHERE SIGNS ARE SHOWN IN ALTERNATE SIZES, THE LARGEST SIZE MUST BE USED UNLESS OTHERWISE DIRECTED BY THE CONTRACTING OFFICER, OR AS SHOWN ON THE
PLANS.
15. IF THE CONTRACTOR PERFORMS WORK AT NIGHT, THE WORK SITE SHALL BE ILLUMINATED TO THE SATISFACTION OF THE CONTRACTING OFFICER. THE LIGHTING SHALL BE
SHIELDED TO AVOID GLARE TO THE TRAFFIC.
16. THE CONTRACTOR SHALL PROVIDE A FLAGGER WITH APPROPRIATE SIGNING WHENEVER OPERATIONS INTERFERE WITH TRAFFIC. EXAMPLES INCLUDE, BUT ARE NOT LIMITED TO, DELIVERY/REMOVAL OF MATERIALS OR EQUIPMENT, LIFTING OPERATIONS, AND ANY OTHER ACTIVITIES SO DESIGNATED BY THE CONTRACTING OFFICER. ALL FLAGGERS USED MUST BE FORMALLY TRAINED IN PROPER FLAGGING PROCEDURES AND FHWA CERTIFIED.
17. THE SOLE DUTY OF THE FLAGGER SHALL BE TO DIRECT TRAFFIC PROPERLY AT ALL TIMES. FLAGGERS SHALL NOT BE USED TO MOVE TEMPORARY SIGNS OR ASSIST IN OTHER WORK. REQUIREMENTS OF THE MUTCD FPR HAND SIGNALING DEVICES AND SIGNALING PROCEDURES SHALL BE MET. STOP/SLOW PADDLES SHALL BE USED. CLEAN, WELL-FITTING ORANGE VESTS AND HARD-HATS SHALL BE WORN BY ALL FLAGGERS. FLAGGING STATIONS SHALL BE LOCATED TO PROVIDE ADEQUATE SIGHT DISTANCE AND VISIBILITY. TO THE EXTENT POSSIBLE, AN ADEQUATE ESCAPE PATH SHALL BE PROVIDED FOR THE SAFETY OF THE FLAGGER AND THE SAFE RECOVERY OF VEHICLES THAT FAIL TO RESPOND TO FLAGGER DIRECTIONS. ANY FLAGGING DEFICIENCIES SHALL BE CORRECTED IMMEDIATELY, OR THE CONTRACTOR SHALL BE REQUIRED TO CEASE
OPERATIONS UNTIL A COMPETENT FLAGGER IS OBTAINED.
18. WARNING SIGNS AND FLASHING ARROW PANELS SHALL BE LOCATED SO AS TO BE VISIBLE FOR AN ADEQUATE DISTANCE AND TO PROVIDE SUFFICIENT ADVANCE WARNING TO DRIVERS. THEY SHALL NOT BE BLOCKED BY FOLIAGE, ROADWAY FEATURES, OR OTHER SIGNS AND TRAFFIC CONTROL DEVICES. NO STATIONARY MOUNTING OF CONSTRUCTION SIGNS SHALL BE PERMITTED ON UTILITY POLES OR OTHER ROADSIDE ELEMENTS. (E.G. ON NYPD OR ON FDNY FACILITIES). FOR NIGHTTIME CONSTRUCTION, SIGN PLACEMENT SHALL ALSO CONSIDER GLARE FROM LIGHT SOURCES BEHIND THE SIGN AND LOW BEAM HEADLIGHT PATTERNS. SIGNS SHALL BE ORIENTED ESSENTIALLY PERPENDICULAR TO THE DIRECTION OF TRAFFIC. WHERE THE SIGN CANNOT BE LOCATED SO AS TO BE VISIBLE UNDER HEADLIGHT ILLUMINATION, OTHER ILLUMINATION
SHALL BE CONSIDERED TO ENHANCE VISIBILITY OR THE SIGN SHALL BE RELOCATED.
19. CONSTRUCTION TRAFFIC. THEY MAY BE TEMPORARILY OMITTED, WHERE REQUIRED, TO ACCOMMODATE PAVING OR OTHER OPERATIONS.
20. THE CONTRACTOR SHALL ONLY USE DRUMS TO DELINEATE TAPERS.
21. ALL MATERIAL AND EQUIPMENT NOT IN USE INCLUDING EMPLOYEE CARS SHALL NOT BE STORED OR PARKED IN THE PROJECT AREA EXCEPT WITHIN DESIGNATED STORAGE
AREA OR AT LEAST 30 FT. FROM THE EDGE OF THE TRAVEL WAY.
22. ANY EXISTING PAVEMENT STRIPES THAT CONFLICT OR OTHERWISE INTERFERE WITH THE PROPOSED MAINTENANCE AND PROTECTION OF TRAFFIC SCHEMES SHALL BE
REMOVED AND REINSTATED ON THE COMPLETION OF THE WORK.
23. PAVEMENT STRIPING: WHERE AN ALTERATION OF THE EXISTING STRIPING IS REQUIRED, THE STRIPING MUST BE OBLITERATED, NOT PAINTED OVER, TO THE SATISFACTION
OF THE CONTRACTING OFFICER.
24. ALL PAVEMENT MARKINGS INCONSISTENT WITH THE TEMPORARY TRAFFIC PATTERN SHALL BE OBLITERATED AS ORDERED BY THE CONTRACTING OFFICER.
25. THE CONTRACTOR WILL BE REQUIRED TO PERFORM MAINTENANCE CLEANING OF THE PAVEMENT WITHIN THE CONTRACT LIMITS WHEN ORDERED BY THE CONTRACTING OFFICER. MAINTENANCE CLEANING SHALL MEAN THE REMOVAL OF DEBRIS FROM ANY SOURCE, WHICH IN THE OPINION OF THE CONTRACTING OFFICER IMPEDES THE FLOW
OF TRAFFIC OR STORM WATER.
26. THE ROADWAY AND SIDEWALKS SHALL BE SWEPT CLEAN BY THE CONTRACTOR EACH TIME BEFORE THEY ARE REOPENED TO TRAFFIC. CONTRACTOR SHALL PROVIDE ADEQUATE MEANS FOR HANDLING THE PEDESTRIAN TRAFFIC DURING ALL STAGES OF CONSTRUCTION THIS SHALL INCLUDE FENCING OFF THE WORK ZONE AND POSTING
SIGNS TO PROHIBIT PEDESTRIAN ACCESS TO THE WORK ZONE.
27. ALL EXISTING SIGNS SHOWING A DIFFERENT PATTERN OF TRAFFIC SHALL BE TEMPORARILY COVERED DURING CONSTRUCTION IN PROGRESS.
28. ALL EXISTING TRAFFIC SIGNS AND POSTS WITHIN THE CONTRACT LIMITS WHICH ARE AFFECTED BY THE CONSTRUCTION OPERATIONS, SHALL BE CAREFULLY DISMANTLED, STORED AND REINSTALLED BY THE CONTRACTOR WHEN DIRECTED BY THE CONTRACTING OFFICER. TEMPORARY SIGNS AND THEIR FOUNDATIONS SHALL BE REMOVED
FROM THE SITE UPON COMPLETION OF WORK.
29. THE CONTRACTOR WILL BE REQUIRED TO REPAIR OR REPLACE ANY MAINTENANCE OF TRAFFIC COMPONENT, CALLED FOR IN THE PLANS OR ORDERED BY THE CONTRACTING OFFICER, WHICH IS DAMAGED DURING THE LIFE OF CONTRACT AT NO ADDITIONAL COST TO THE AUTHORITY.
30. THE CONTRACTOR SHALL PROVIDE THE CONTRACTING OFFICER, AT LEAST TWO WEEKS IN ADVANCE, WITH ITS PROPOSED SCHEDULE FOR EACH WEEK PERTAINING TO LANE CLOSINGS. THE PROPOSAL SHALL INCLUDE LAYOUT AND SIGNING FOR ANY METHODS AVAILABLE TO IMPROVE TRAFFIC FLOW NOT SHOWN ON THE TYPICAL MAINTENANCE AND PROTECTION OF TRAFFIC DETAILS. MODIFICATIONS ORDERED BY THE CONTRACTING OFFICER SHALL BE MADE BEFORE IMPLEMENTATION OF THESE
CLOSURES.
ARROW PANEL
DESCRIPTIONSYMBOL
ARROW PANEL TRAILER OR SUPPORT
ARROW PANEL, CAUTION MODE
CHANNELIZING DEVICE
FLOW OF TRAFFIC W/LANE CLOSURE OPERATION
SIGN, TEMPORARY
TYPE II, III BARRICADE
NYC TEMP. PEDESTRIAN STEEL BARRICADE
WORK ZONE
36" TALL CONES, OR DRUMS IF WORK AT NIGHT
WORK ZONE TRAFFIC CONTROL LEGEND
SIGN SIZE OF SIGN
(S.F. WHERE APPLIC.)
M.U.T.C.D.
NO.
SIGN COLOR
36" x 36"
36" x 36"
36" x 36"
36" x 18"
24" x 12"
48" x 48"
42" x 24"
36" x 36"
36" x 36"
36" x 48"
36" x 36"
ORANGE W/
BLACK TEXT
W20-5L W20-5R
W4-2L W4-2R
R9-11aL R9-11aR
W1-6L W1-6R
R3-7L R3-7R
NYR3-14L
NYR3-14R
W20-1
G20-2
W20-7
*LETTERS
SHALL
BE 3" IN
HEIGHT
R7-1L R7-1
R7-1R
ORANGE W/
BLACK TEXT
ORANGE W/
BLACK TEXT
ORANGE W/
BLACK TEXT
WHITE W/
BLACK TEXT
ORANGE W/
BLACK
SYMBOL
WHITE W/
BLACK TEXT
WHITE W/
BLACK TEXT
WHITE W/
BLACK TEXT
ORANGE W/
BLACK
SYMBOL
30" x 30" R1-1
RED W/
WHITE TEXT
SIGN SIZE OF SIGN
(S.F. WHERE APPLIC.)
M.U.T.C.D.
NO.
SIGN COLOR
36" x 36" W1-4L ORANGE W/
BLACK TEXT
36" x 36" W1-4BL ORANGE W/
BLACK TEXT
24" x 12" R9-9
ORANGE W/
BLACK TEXT
36" x 36" W20-3 ORANGE W/
BLACK TEXT
36" x 36" W20-4 ORANGE W/
BLACK TEXT
48" x 30" R11-2
WHITE W/
BLACK TEXT
36" x 36" R9-11R, R9-11L
WHITE W/
BLACK TEXT
WHITE W/
BLACK TEXT
24" x 24" R3-2
WHITE W/
BLACK TEXT
36" x 36" W11-2
ORANGE W/
BLACK TEXT
36" x 36" W20-5aL
ORANGE W/
BLACK TEXT
36" x 36" W21-5
ORANGE W/
BLACK TEXT
BLOCK 3407
BLOCK 3400
BLOCK 3406
W A
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WALL
WALL
QUINCY AVE
S A
N D
L A
ROBIN RD
A R
TH
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R A
V E
BLOCK 3407
BLOCK 3406
W A
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WALL
WALL
W A
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W
ALL
QUINCY AVE
S A
N D
L A
ROBIN RD
A R
TH
U
R A
V E
OCEANSIDE AVEOCEANSIDE AVE
0 40'20
SCALE: 1" = 40'
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
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SHEET ID
US Army Corps of Engineers
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S M
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CT111
PLAN
NORTH
KEY PLAN
QUINCY AVE - SIDEWALK CLOSURE PHASE 2
SCALE: 1"=40'
QUINCY AVE - SIDEWALK CLOSURE PHASE 1
SCALE: 1"=40'
PHASE 1 WORK ZONE
PHASE 2 WORK ZONE
R7-1R
R7-1L
NOTES:
1. FOR MAINTENANCE AND PROTECTION OF TRAFFIC NOTES, SIGN DATA, AND LEGEND,
SEE DWG CT-001.
2. THE CONTRACTOR SHALL NOTIFY ALL PROPERTY OWNERS WHO WILL NOT HAVE
VEHICULAR ACCESS TO THEIR DRIVEWAYS AT LEAST ONE WEEK PRIOR TO THE
START OF WORK.
3. THE CONTRACTOR SHALL INSPECT THE SIDEWALK CLOSURE FREQUENTLY TO
ENSURE THAT MPT CLOSURES ARE WORKING PROPERLY.
4. FOR DAY-TIME CLOSURES, ONLY DRUMS SHALL BE USED AT TAPERS. FOR
NIGHT-TIME CLOSURES, ONLY DRUMS SHALL BE USED AS TRAFFIC CHANNELIZING
DEVICES. DRUMS/CONES SPACING SHALL BE 20 FT MAXIMUM IN TAPERS, ALONG
THE WORK AREA, AND 200 FT IN ADVANCE OF THE WORK AREA, AND 40 FT MAXIMUM
ALONG A LONGITUDINAL LANE.
5. ANY DEBRIS, ABANDONED VEHICLES OR OTHER WASTE ENCOUNTERED WITHIN OR
ADJACENT TO THE WORK SITES ON CITY PROPERTY SHALL BE REMOVED AND
DISPOSED OF PROPERLY BY THE CONTRACTOR.
TRAFFIC CHANNELIZING
DEVICE (TYP)
TYPE III BARRICADE
(TYP)
R9-9
TRAFFIC CHANNELIZING
DEVICE (TYP)
R9-11aR
TEMPORARY PEDESTRIAN
WALKWAY, MINIMUM 5 FT WIDE
R9-11aR
TEMPORARY PEDESTRIAN
WALKWAY, MINIMUM 5 FT WIDE
TEMPORARY ADA
COMPLIANT CURB RAMP
BLOCK 3406
W A
LL
WALL
WALL
QUINCY AVE
S A
N D
L A
ROBIN RD
A R
TH
U
R A
V E
BLOCK 3407
BLOCK 3400
BLOCK 3406
W A
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WALL
WALL
QUINCY AVE
S A
N D
L A
ROBIN RD
A R
TH
U
R A
V E
0 40'20
SCALE: 1" = 40'
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
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M
N
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SHEET ID
US Army Corps of Engineers
W
2D S
B
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A N
S I D
C O
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T A
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IN
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M P
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N U
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CT112
PLAN
NORTH
KEY PLAN
QUINCY AVE - ROADWAY CLOSURE PHASE 4
SCALE: 1"=40'
QUINCY AVE - ROADWAY CLOSURE PHASE 3
SCALE: 1"=40'
R7-1R
R7-1L
R7-1R
W20-1
W20-1
TYPE III BARRICADE
(TYP)
TRAFFIC
CHANNELIZING
DEVICE (TYP)
TRAFFIC CHANNELIZING
DEVICE W/ R1-1
MOUNTED ON TOP
PHASE 3 WORK ZONE
PHASE 4 WORK ZONE
TYPE III BARRICADE
(TYP)
EXISTING CONCRETE SIDEWALK AND CURB TO
BE REMOVED AND REPLACED WITH ASPHALT
PAVEMENT DURING CONSTRUCTION.
CONTRACTOR TO RESTORE SIDEWALK AND
CURB TO EXISTING CONDITIONS.
CONTRACTOR TO INSTALL TEMPORARY
CURB RAMP PER ADA STANDARDS
R1-1
R7-1L
R7-1R
TRAFFIC CHANNELIZING
DEVICE (TYP)
NOTES:
1. FOR MAINTENANCE AND PROTECTION OF TRAFFIC NOTES, SIGN DATA, AND LEGEND,
SEE DWG CT-001.
2. THE CONTRACTOR SHALL NOTIFY ALL PROPERTY OWNERS WHO WILL NOT HAVE
VEHICULAR ACCESS TO THEIR DRIVEWAYS AT LEAST ONE WEEK PRIOR TO THE
START OF WORK.
3. THE CONTRACTOR SHALL INSPECT THE SIDEWALK CLOSURE FREQUENTLY TO
ENSURE THAT MPT CLOSURES ARE WORKING PROPERLY.
4. FOR DAY-TIME CLOSURES, ONLY DRUMS SHALL BE USED AT TAPERS. FOR
NIGHT-TIME CLOSURES, ONLY DRUMS SHALL BE USED AS TRAFFIC CHANNELIZING
DEVICES. DRUMS/CONES SPACING SHALL BE 20 FT MAXIMUM IN TAPERS, ALONG
THE WORK AREA, AND 200 FT IN ADVANCE OF THE WORK AREA, AND 40 FT MAXIMUM
ALONG A LONGITUDINAL LANE.
5. ANY DEBRIS, ABANDONED VEHICLES OR OTHER WASTE ENCOUNTERED WITHIN OR
ADJACENT TO THE WORK SITES ON CITY PROPERTY SHALL BE REMOVED AND
DISPOSED OF PROPERLY BY THE CONTRACTOR.
CONTRACTOR TO MAINTAIN
PEDESTRIAN ACCESS TO STORE'S
MAIN AND REAR ENTRANCE,
MINIMUM 5 FT WIDTH.
W20-1
W20-1
R7-1L
TEMPORARY PEDESTRIAN
WALKWAY, MINIMUM 5 FT WIDE
TEMPORARY ADA
COMPLIANT CURB RAMP
BLOCK 3406
BLOCK 3491
97 96 9899100102107
W
ALLS
W A
LL
WALL
WALL
W A
LL
WALLS
W A
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W A
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W A
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W
ALL
QUINCY AVE
WILLS PL
S A
N D
L A
ROBIN RD
A R
TH
U
R A
V E
M
IL
LS
A
V E
OCEANSIDE AVE
ALEX CT
OCEANSIDE AVE
0 40'20
SCALE: 1" = 40'
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
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F
G
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M
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SHEET ID
US Army Corps of Engineers
NOTES:
1. FOR MAINTENANCE AND PROTECTION OF TRAFFIC NOTES, SEE DWG CT-001.
2. FOR SIGN DATA AND MPT LEGEND, SEE DWG CT-002.
3. THE CONTRACTOR SHALL INSPECT THE LANE CLOSURE FREQUENTLY TO ENSURE THAT MPT AND LANE CLOSURES ARE WORKING PROPERLY.
4. FOR DAY-TIME CLOSURES, ONLY DRUMS SHALL BE USED AT TAPERS. FOR NIGHT-TIME CLOSURES, ONLY DRUMS SHALL BE USED AS TRAFFIC CHANNELIZING DEVICES. DRUMS/CONES SPACING SHALL BE 20 FT MAXIMUM IN TAPERS, ALONG THE WORK AREA, AND 200 FT IN ADVANCE OF
THE WORK AREA, AND 40 FT MAXIMUM ALONG A LONGITUDINAL LANE.
5. ANY DEBRIS, ABANDONED VEHICLES OR OTHER WASTE ENCOUNTERED WITHIN OR ADJACENT TO THE WORK SITES ON CITY PROPERTY SHALL
BE REMOVED AND DISPOSED OF PROPERLY BY THE CONTRACTOR.
W
2D S
B
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M B
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S I D
C O
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A S
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W A
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LO
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U R
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P T
Q
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IN
C Y
A V
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U E
CT113
PLAN
NORTH
KEY PLAN
TYPE III BARRICADE
(TYP)
PHASE 5 WORK ZONE
TRAFFIC CHANNELIZING
DEVICE (TYP)
0'
0'
QUINCY AVENUE - PHASE 5
SCALE: 1"=40'
W1-6L
W11-2
W20-7
W20-7
0'
0'
0'
0'
R7-1L
R7-1R
EXISTING CONCRETE SIDEWALK AND CURB TO
BE REMOVED AND REPLACED WITH ASPHALT
PAVEMENT DURING CONSTRUCTION.
CONTRACTOR TO RESTORE SIDEWALK AND
CURB TO EXISTING CONDITIONS.
CONTRACTOR TO INSTALL TEMPORARY
CURB RAMP PER ADA STANDARDS
TEMPORARY PAVEMENT
MARKING FOR CROSSWALK
W1-6R
W11-2
W1-6L
W11-2 W1-6R
W11-2
12' MIN.
W20-4
W20-1
W20-1
W20-4
BLOCK 3410
BLOCK 3413
BLOCK 3414
BLOCK 3411
39 37
WALL
WALLS
W A
LL
W A
LL
W A
LL
WALL
W A
LL
W A
LL
W
ALL
AGNES PL
QUINCY AVE
M C
LA
U
G H
LIN
S
T
P E
A R
S A
LL
S
T
P E
A R
S A
LL
S
T M C
L A
U G
H
LI
N S
T
BLOCK 3410
BLOCK 3413
BLOCK 3414
BLOCK 3411
39 37
WALL
WALLS
W A
LL
W A
LL
W A
LL
WALL
W A
LL
W A
LL
W
ALL
AGNES PL
QUINCY AVE
M C
LA
U
G H
LIN
S
T
P E
A R
S A
LL
S
T
P E
A R
S A
LL
S
T M C
L A
U G
H
LI
N S
T
0 50'25
SCALE: 1" = 50'
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SHEET ID
US Army Corps of Engineers
W
2D S
B
X
X
D E
C E
M B
E R
A N
S I D
C O
A S
T A
L S
T O
R M
R
IS
K M
A N
A G
E M
E N
T S
O U
T H
S H
O R
E O
F S
T A
T E
N
IS
LA
N
D , N
E W
Y O
R K
IN
T
E R
IO
R
D R
A
IN
A G
E A
R E
A E
F
IN
A L
R E
A D
Y T
O A
D V
E R
T
IS
E , 1
D
E C
E M
B E
R
R
E V
IS
E
D
IN
A C
C O
R D
A N
C E
W
IT
H A
M D
N
A .O
S M
A N
A .R
IC
C
IO
S .F
U N
G
A .O
S M
A N
R O
A D
W A
Y W
O R
K M
P T
A
G N
E S
P
LA
C E
CT116
PLAN
NORTH
KEY PLAN
R7-1R
W20-1W20-4
W20-1
W20-1
W20-4
TRAFFIC CHANNELIZING
DEVICE (TYP)
WORK ZONE
W20-7
W20-7
NOTES:
1. FOR MAINTENANCE AND PROTECTION OF TRAFFIC NOTES, SEE DWG CT-001.
2. FOR SIGN DATA AND MPT LEGEND, SEE DWG CT-002.
3. THE CONTRACTOR SHALL INSPECT THE LANE CLOSURE FREQUENTLY TO ENSURE THAT MPT AND LANE CLOSURES ARE WORKING PROPERLY.
4. FOR DAY-TIME CLOSURES, ONLY DRUMS SHALL BE USED AT TAPERS. FOR NIGHT-TIME CLOSURES, ONLY DRUMS SHALL BE USED AS TRAFFIC CHANNELIZING DEVICES. DRUMS/CONES SPACING SHALL BE 20 FT MAXIMUM IN TAPERS, ALONG THE WORK AREA, AND 200 FT IN ADVANCE OF
THE WORK AREA, AND 40 FT MAXIMUM ALONG A LONGITUDINAL LANE.
5. ANY DEBRIS, ABANDONED VEHICLES OR OTHER WASTE ENCOUNTERED WITHIN OR ADJACENT TO THE WORK SITES ON CITY PROPERTY SHALL
BE REMOVED AND DISPOSED OF PROPERLY BY THE CONTRACTOR.
FLAGGER
(TYP)
W20-1
0'
W21-5
AGNES PLACE - ROADWAY WORK PHASE 1
SCALE: 1"=50'
AGNES PLACE - ROADWAY WORK PHASE 2
SCALE: 1"=50'
0'
W20-1
80'
60'
0'
100' 100'
R7-1R
W20-1W20-4
W20-1
W20-4
TRAFFIC CHANNELIZING
DEVICE (TYP)
WORK ZONE
W20-7
W20-7
FLAGGER
(TYP)
W20-1
0'
80'
80'
0'
100' 100'
5.
6.8
6.7
4.
6.
18"18" 20"
17"
18"
12/DEAD"
14"
W
3'
.5
BL
O
C K
B
LO
C K
S
R
.8
S
R
.5
W
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
S A
N S
A N
S A
N
I = -1.1
I =
1.
I = -2.2
I = -2.3 CIRC 1945 VCP 12"G
G
G
4-PE-6 WC-RET
6- P
E -6
W C
-R E
T
W
W
WWWWWWWWW
W W
W
E E
E
E
E
E
E
EEEEEEEEE
E E
E
E E
E
E E
O H
W
O
FH
FH
I = -1.1
2+10
0+00
-0 .6
1.
4.
4.0
5.
3.
3.
2.
0 0.
-1 .0
3.0
3.
1.
2.
-1 .0
5.0
5.0 2.
5.5
5.5
W
W
W
CB
CB
-10
-5
-10
-5
-0+10 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+10
N E
W S
T D
M A
N H
O
LE
T Y
P E
A -3
O N
P
IL
E S
S T
A : 0
.3
R
IM
: 6 .7
IN
V . I
N : 2
.9
(1 8"
N W
IN
V . I
N : 2
.9
(1 8"
S W
IN
V . O
U T
: 2 .4
(2
4" S
E
N E
W S
T D
M A
N H
O
LE
T Y
P E
A -3
O N
P
IL
E S
S T
A : 0
.4
R
IM
: 7 .4
IN
V . I
N : 3
.4
(1 2"
S W
IN
V . I
N : 3
.4
(1 2"
N E
IN
V . I
N : 2
.9
(1 8"
N W
IN
V . O
U T
: 2 .9
(1
8" S
E
-10
-5
-10
-5
-0+10 0+00 0+20 0+40
N E
W C
B T
Y P
E
S T
A : 0
R
IM
: 7 .3
IN
V . O
U T
: 3 .6
N E
W S
T D
M A
N H
O
LE
T Y
P E
A -3
O N
P
IL
E S
S T
A : 0
.4
R
IM
: 7 .4
IN
V . I
N : 3
.4
(1 2"
S W
IN
V . I
N : 3
.4
(1 2"
N E
IN
V . I
N : 2
.9
(1 8"
N W
IN
V . O
U T
: 2 .9
(1
8" S
E
-10
-5
-10
-5
-0+10 0+00 0+20
N E
W C
B T
Y P
E
S T
A : 0
R
IM
: 7 .1
IN
V . O
U T
: 3 .5
(1
2" N
E
N E
W S
T D
M A
N H
O
LE
T Y
P E
A -3
O N
P
IL
E S
S T
A : 0
.4
R
IM
: 7 .4
IN
V . I
N : 3
.4
(1 2"
S W
IN
V . I
N : 3
.4
(1 2"
N E
IN
V . I
N : 2
.9
(1 8"
N W
IN
V . O
U T
: 2 .9
(1
8" S
E
SCALE: 1" = 20'
PLAN - MALLORY AVE
J1
PLAN
NORTH
20' 40'0
SCALE: HORIZONTAL 1" = 20' VERTICAL 1" = 5'
PROFILE - MALLORY AVE
A1
0 5' 10'20' 40'0
MALLORY AVE
LA
V
A S
T
EXISTING GRADE
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SHEET ID
US Army Corps of Engineers
10' SPUR FOR FUTURE E.S.V.P. 18" STM. SWR.
INV. 2.09'
10' SPUR FOR FUTURE 18"
E.S.V.P. STM. SWR.
18" E.S.V.P. STM. SWR.
FINAL GRADE
NOTES:
1. THE CONTRACTOR SHALL REFER TO THE CP DRAWINGS FOR THE LIMITS OF
THE PAVEMENT RESTORATION
2. EXISTING WATER MAINS SHOWN CROSSING ALL NEW SEWER TRENCHES SHALL
BE SUPPORTED AND MAINTAINED DURING CONSTRUCTION SHOULD ANY
EXISTING WATER MAIN INTERFERE WITH THE NEW WORK. THE CONTRACTOR
SHALL INFORM AND OBTAIN WRITTEN APPROVAL FROM THE CONTRACTING
OFFICER PRIOR TO ANY WATER MAIN REPLACEMENT. THE COST TO SUPPORT
AND MAINTAIN THE WATER MAINS SHALL BE INCLUDED IN THE VARIOUS BID
ITEMS OF THE CONTRACT. THE COST FOR ANY APPROVED WATER MAIN
REPLACEMENTS SHALL BE MADE TO THE CONTRACTOR UNDER THE
APPLICABLE BID ITEMS. NO OTHER PAYMENT SHALL BE MADE.
3. PORTIONS OF THE WORK DEPICTED ON THIS SHEET REQUIRE RELOCATION OF
NATIONAL GRID GAS FACILITIES, AS INDICATED. THE CONTRACTOR SHALL NOT
COMMENCE CONSTRUCTION ON THESE PORTIONS OF THE WORK UNTIL
NATIONAL GRID OR ITS SUBCONTRACTOR PERFORMS THE INDICATED
RELOCATIONS AND ASSOCIATED PAVING. NATIONAL GRID EXPECTS TO
COMPLETE THESE RELOCATIONS AND ASSOCIATED PAVING BY OCTOBER 2024.
4. PORTIONS OF THE WORK DEPICTED ON THIS SHEET REQUIRE PROTECTION AND
RELOCATION OF CON EDISON ELECTRICAL FACILITIES, AS INDICATED. THE
CONTRACTOR SHALL NOT COMMENCE CONSTRUCTION ON THESE PORTIONS OF
THE WORK UNTIL CON EDISON OR ITS SUBCONTRACTOR PERFORMS THE
INDICATED RELOCATIONS AND ASSOCIATED PAVING. CON EDISON EXPECTS TO
COMPLETE THESE RELOCATIONS AND ASSOCIATED PAVING BY OCTOBER 2024.
5. ALL ELEVATIONS SHOWN ON THESE DRAWINGS REFER TO THE NORTH
AMERICAN VERTICAL DATUM OF 1988 (NAVD88). TO CONVERT THIS DATUM TO
STATEN ISLAND/NAVD88, SUBTRACT 2.092' FEET FROM EACH ELEVATION.
NEW CB TYPE 1
SEE PROFILE A10
NEW STD. MANHOLE TYPE A-3 ON PILES
NEW CB TYPE 1
SEE PROFILE A14
NEW STD. MANHOLE TYPE A-3 ON PILES
W
2D S
B
X
X
D E
C E
M B
E R
A N
S I D
C O
A S
T A
L S
T O
R M
R
IS
K M
A N
A G
E M
E N
T S
O U
T H
S H
O R
E O
F S
T A
T E
N
IS
LA
N
D , N
E W
Y O
R K
IN
T
E R
IO
R
D R
A
IN
A G
E A
R E
A E
F
IN
A L
R E
A D
Y T
O A
D V
E R
T
IS
E , 1
D
E C
E M
B E
R
D . S
H E
E R
A N
J.
R
E Y
N O
LD
S
J.
R
IV
A
S
E . R
O S
E N
B E
R G
P
LA
N A
N D
P R
O F
IL
E
M A
LL
O
R Y
A V
E
CU104
132'
SLOPE = 0.0023
24" CONCRETE ENCASED R.C.P. CLASS III
STM. SWR. ON CFA PILES
EXISTING 2" GAS MAIN
(TO BE RELOCATED BY OTHERS, SEE NOTE 3)
8" WATER MAIN
43'
SLOPE = 0.0020
18" CONCRETE ENCASED
E.S.V.P. STM. SWR. ON PILES
(SEE S-504 FOR
PILE SPACING AND TYPE) AT
EXISTING STRUCTURES
EXISTING 2" GAS MAIN (TO BE
RELOCATED BY OTHERS, SEE NOTE 3)
EXISTING 10" SAN. SWR.
EXISTING 10" SAN. SWR.
INV. -1.30'
EXISTING 2" GAS MAIN (TO BE RELOCATED
BY OTHERS, SEE NOTE 3)
EXISTING 12" SAN. SWR.
8" WATER MAIN
KEY PLAN
SCALE: HORIZONTAL 1" = 20' VERTICAL 1" = 5'
PROFILE - MALLORY AVE
A10
0 5' 10'20' 40'0
SCALE: HORIZONTAL 1" = 20' VERTICAL 1" = 5'
PROFILE - MALLORY AVE
A14
0 5' 10'20' 40'0
28'
SLOPE = 0.0050
12" D. I. P.
CB CONNECTION
8" WATER MAIN
EXISTING 4" GAS MAIN
TO BE RELOCATED
EXISTING 12" SAN. SWR.
INV. -2.05
EXISTING GRADE
EXISTING GRADE
9'
SLOPE = 0.0050
12" D. I. P.
CB CONNECTION
4' -6
1' -6
1' -1
0"
7' -1
0"
1' -6
10' SPUR FOR FUTURE
E.S.V.P. 18" STM. SWR.
PERMANENT POOL
EL. -0.66
EXTENDED DETENTION
EL. 3.59
CCTV 200 LF OF EXISTING 12" SAN.
SWR. FROM NEAREST U/S MH TO
NEAREST D/S MH
CCTV 30 LF OF EXISTING 10" SAN. SWR. FROM MH TO MH
CONNECT 8" D.I.P.
WATER MAIN TO
EXISTING 8"
WATER MAIN
CONNECT 8" D.I.P. WATER MAIN
TO EXISTING 8" WATER MAIN
13'-8"
CONNECT 8" D.I.P. WATER MAIN
TO EXISTING 8" WATER MAIN
24" R.C.P. CLASS III STM. SWR.
24" FLAP GATE,
SEE DETAIL ON C508
8" X 8" 3-WAY CONNECTION
24" FLAP GATE,
SEE DETAIL ON C508
SUPPORT AND
PROTECT OVERHEAD
LINE (TYP)
A
M E
N D
M E
N T
JA
N
-10
-5
-10
-5
-0+10 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 1+90
N E
W S
T D
M A
N H
O
LE
T Y
P E
A -3
O N
P
IL
E S
S T
A : 0
.3
R
IM
: 6 .0
IN
V . I
N : 0
.7
(1 2"
N E
IN
V . I
N : 0
.7
(1 2"
N
IN
V
. O U
T
0.
S
N E
W C
B T
Y P
E
S T
A : 0
R
IM
: 4 .3
IN
V . O
U T
: 1 .2
(1
2" S
4- S
T -6
W C
-R E
T
S
R
.7
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
E G
G
G
G G
G
G
S
R
.4
SAN
SAN
SAN
SAN
SAN
SANSAN
SAN
SAN
SAN
W W
W
W W
W
W
W
8"
D
IP
W
W
W
M H
A S
P E
R R
E F
W
W
W
W
6- P
E -6
W C
-R E
T
8" 1990 D
IP
O
4- S
T -6
W C
-R E
T
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
E G
G
G
G G
G
G SAN
SAN
SAN
SAN
SAN
SANSAN
SAN
SAN
SAN
COMM
COM
M
COM
M
COM
M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
W W
W
W W
W
W
W
W
W
W
W
6- P
E -6
W C
-R E
T
O
W
8'
8'
7.
4.
4.6
8.
4.
5.
D
C B
CB
0+00
1+00 1+90
SD
SD
4.0
1.
3.
2.
3.
1.
2.
3.
3.
4.0 5.0
4.0
-1-2 -3 -4
4.
6.0 5.0
5.5
-10
-5
-10
-5
-0+10 0+00 0+20 0+40
N E
W C
B T
Y P
E
S T
A : 0
R
IM
: 4 .3
IN
V . O
U T
: 0 .8
(1
2" S
W
N E
W S
T D
M A
N H
O
LE
T Y
P E
A -3
O N
P
IL
E S
S T
A : 0
.3
R
IM
: 6 .0
IN
V . I
N : 0
.7
(1 2"
N E
IN
V . I
N : 0
.7
(1 2"
N
IN
V
. O U
T
0.
S
SCALE: 1" = 20'
PLAN - AGNES PL
J1
PLAN
NORTH
20' 40'0
SCALE: HORIZONTAL 1" = 20' VERTICAL 1" = 5'
PROFILE - AGNES PL
A1
0 5' 10'20' 40'0 SCALE: HORIZONTAL 1" = 20' VERTICAL 1" = 5'
PROFILE - AGNES PL
A12
0 5' 10'20' 40'0
EXISTING GRADE
MCLAUGHLIN ST
A G
N E
S P
L
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SHEET ID
US Army Corps of Engineers
INV. -0.55'
EXISTING 20" V.C.P. SAN. SWR.
EXISTING 20" V.C.P. SAN. SWR.
INV. -4.83'
FINAL GRADE
NOTES:
1. THE CONTRACTOR SHALL REFER TO THE CP
DRAWINGS FOR THE LIMITS OF THE PAVEMENT
RESTORATION
2. EXISTING WATER MAINS SHOWN CROSSING ALL
NEW SEWER TRENCHES SHALL BE SUPPORTED
AND MAINTAINED DURING CONSTRUCTION
SHOULD ANY EXISTING WATER MAIN INTERFERE
WITH THE NEW WORK. THE CONTRACTOR SHALL
INFORM AND OBTAIN WRITTEN APPROVAL FROM
THE CONTRACTING OFFICER PRIOR TO ANY
WATER MAIN REPLACEMENT. THE COST TO
SUPPORT AND MAINTAIN THE WATER MAINS
SHALL BE INCLUDED IN THE VARIOUS BID ITEMS
OF THE CONTRACT. THE COST FOR ANY
APPROVED WATER MAIN REPLACEMENTS SHALL
BE MADE TO THE CONTRACTOR UNDER THE
APPLICABLE BID ITEMS. NO OTHER PAYMENT
SHALL BE MADE.
3. PORTIONS OF THE WORK DEPICTED ON THIS
SHEET REQUIRE RELOCATION OF NATIONAL
GRID GAS FACILITIES, AS INDICATED. THE
CONTRACTOR SHALL NOT COMMENCE
CONSTRUCTION ON THESE PORTIONS OF THE
WORK UNTIL NATIONAL GRID OR ITS
SUBCONTRACTOR PERFORMS THE INDICATED
RELOCATIONS AND ASSOCIATED PAVING.
NATIONAL GRID EXPECTS TO COMPLETE THESE
RELOCATIONS AND ASSOCIATED PAVING BY
OCTOBER 2024.
4. PORTIONS OF THE WORK DEPICTED ON THIS
SHEET REQUIRE PROTECTION AND RELOCATION
OF CON EDISON ELECTRICAL FACILITIES, AS
INDICATED. THE CONTRACTOR SHALL NOT
COMMENCE CONSTRUCTION ON THESE
PORTIONS OF THE WORK UNTIL CON EDISON OR
ITS SUBCONTRACTOR PERFORMS THE
INDICATED RELOCATIONS AND ASSOCIATED
PAVING. CON EDISON EXPECTS TO COMPLETE
THESE RELOCATIONS AND ASSOCIATED PAVING
BY OCTOBER 2024.
5. ALL ELEVATIONS SHOWN ON THESE DRAWINGS
REFER TO THE NORTH AMERICAN VERTICAL
DATUM OF 1988 (NAVD88). TO CONVERT THIS
DATUM TO STATEN ISLAND/NAVD88, SUBTRACT
2.092' FEET FROM EACH ELEVATION.
NEW STD. MANHOLE
TYPE A-3 ON PILES
NEW CB TYPE 2
SEE PROFILE A12
W
2D S
B
X
X
D E
C E
M B
E R
A N
S I D
C O
A S
T A
L S
T O
R M
R
IS
K M
A N
A G
E M
E N
T S
O U
T H
S H
O R
E O
F S
T A
T E
N
IS
LA
N
D , N
E W
Y O
R K
IN
T
E R
IO
R
D R
A
IN
A G
E A
R E
A E
F
IN
A L
R E
A D
Y T
O A
D V
E R
T
IS
E , 1
D
E C
E M
B E
R
D . S
H E
E R
A N
J.
R
E Y
N O
LD
S
J.
R
IV
A
S
E . R
O S
E N
B E
R G
P
LA
N A
N D
P R
O F
IL
E
A G
N E
S P
L
CU105
105'
SLOPE = 0.0027
24" CONCRETE ENCASED R.C.P. CLASS III STM. SWR. ON PILES
(SEE S-504 FOR PILE SPACING AND TYPE) AT EXISTING STRUCTURES
EXISTING 8" WATER MAIN
EXISTING 8"
SAN. SWR.
EXISTING 2" GAS MAIN (TO BE
RELOCATED, SEE NOTE 3)
RETIRED EXISTING 4" GAS MAIN
24" R.C.P. CLASS III STM. SWR.
KEY PLAN
EXISTING GRADE
24'
SLOPE = 0.0050
12" D. I. P.
CB CONNECTION
EXTENDED DETENTION EL. 3.59
2' -4
EXISTING 8" SAN. SWR.
INV. -3.80'
4' -0
54.62
CCTV 155 LF OF EXISTING 24" SAN.
SWR. UP TO NEAREST D/S MH
CCTV 250 LF OF
EXISTING 8" SAN.
SWR. UP TO
NEAREST U/S MH
FINAL GRADE
4'-4"
63'
SLOPE = 0.0075
12" D.I.P.
STM. SWR.
EXISTING 2" GAS MAIN
(TO BE RELOCATED, SEE NOTE 3)
8" WATER MAIN
NEW CB TYPE 2
1' -6
CONNECT 8" D.I.P. WATER MAIN
TO EXISTING 8" WATER MAIN
CONNECT 8" D.I.P.
WATER MAIN TO
EXISTING 8"
WATER MAIN
8" WATER MAIN
24" FLAP GATE,
SEE DETAIL ON DWG C508
24" FLAP GATE,
SEE DETAIL ON DWG C508
SUPPORT AND PROTECT
OVERHEAD LINE (TYP)
A
M E
N D
M E
N T
JA
N
G
G
G
W
W
W
W
W
W
8" 2016 DIP
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
S A
N S
A N
S A
N
S A
N
S A
N
S A
N
S A
N
SAN
C O
M M
C O
M M
C O
M M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
E E
E E
E
E
E
E
E
E
E
E
6-CI-6 W
C-RET
O
HW
HW
S R = 5.06
S R = 5.25
S R = 5.61
G
G
G
G
W
W
W
W
W
W
8" 2016 DIP
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
S A
N S
A N
S A
N
S A
N
S A
N
S A
N
S A
N
SAN
C O
M M
C O
M M
C O
M M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
E E
E E
E
E
E
E
E
E
E
E
6-CI-6 W
C-RET
2-PE-60#
O
HW
HW
0+00
1+00
2+00
3+003+00
-3 .5
3.
4.
3.
3.
2.
1.
3.
4.
5.
2.
-2 .5
-1 .5
-0 .5
5.
05.
3.
-3-2-1
-2
5.
55.
5.
55.
5.9 7.3
7.2
4.
5.9
9.1
4.9 6.2
4.8
W
ALL
W
ALL
W
ALL
6.1
CLF
CLF
9' ' 10
.6
7.
3'
.4
CB
CB
-10
-5
-10
-5
-0+10 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00
JU
N
C T
IO
N
C H
A M
B E
R N
O . 6
S T
A : 2
R
IM
: 4 .6
IN
V . I
N : 0
.7
(1 5'
S
W
IN
V
. I N
: 0 .0
(3
8" W
X
4" H
, N W
IN
V . O
U T
: 0 .0
(3
8" W
X
4" H
, S E
N E
W S
T D
C
IR
C U
LA
R
'-0
D
IA
M
E T
E R
P R
E C
A S
T M
A N
H O
LE
O
N P
IL
E
S S
T A
: 0
R
IM
: 5
.2
IN
V
. O U
T : 0
.7
(3 8"
S
N E
W S
T D
C
IR
C U
LA
R
'-0
D
IA
M
E T
E R
P R
E C
A S
T M
A N
H O
LE
O
N P
IL
E
S S
T A
: 1
.5
R
IM
: 4
.4
IN
V
. I N
: 0 .0
(3
8" N
IN
V . O
U T
: 0 .0
(3
8" S
SCALE: 1" = 20'
PLAN - ANDREWS ST
G1
PLAN
NORTH
20' 40'0
SCALE: HORIZONTAL 1" = 20' VERTICAL 1" = 5'
PROFILE - ANDREWS ST
A1
0 5' 10'20' 40'0
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SHEET ID
US Army Corps of Engineers
38"W X 24"H FLAP GATE,
SEE DETAIL ON DWG C508
ANDREW
S ST
Q U
IN
C
Y A
V E
EXISTING 18" SAN. SWR.
INV. -4.70'
EXISTING GRADE
CONCRETE BULKHEAD FOR
FUTURE 15" E.S.V.P. STM. SWR.
NOTES:
1. THE CONTRACTOR SHALL REFER
TO THE CP DRAWING FOR THE
LIMITS OF THE PAVEMENT
RESTORATION.
2. EXISTING WATER MAINS SHOWN
CROSSING ALL NEW SEWER
TRENCHES SHALL BE SUPPORTED
AND MAINTAINED DURING
CONSTRUCTION SHOULD ANY
EXISTING WATER MAIN INTERFERE
WITH THE NEW WORK. THE
CONTRACTOR SHALL INFORM AND
OBTAIN WRITTEN APPROVAL FROM
THE ENGINEER PRIOR TO ANY
WATER MAIN REPLACEMENT. THE
COST TO SUPPORT AND MAINTAIN
THE WATER MAINS SHALL BE
INCLUDED IN THE VARIOUS BID
ITEMS OF THE CONTRACT. THE
COST FOR ANY APPROVED WATER
MAIN REPLACEMENTS SHALL BE
MADE TO THE CONTRACTOR
UNDER THE APPLICABLE BID
ITEMS. NO OTHER PAYMENT SHALL
BE MADE.
3. PORTIONS OF THE WORK
DEPICTED ON THIS SHEET
REQUIRE PROTECTION AND
RELOCATION OF CON EDISON
ELECTRICAL FACILITIES, AS
INDICATED. THE CONTRACTOR
SHALL NOT COMMENCE
CONSTRUCTION ON THESE
PORTIONS OF THE WORK UNTIL
CON EDISON OR ITS
SUBCONTRACTOR PERFORMS THE
INDICATED RELOCATIONS AND
ASSOCIATED PAVING. CON EDISON
EXPECTS TO COMPLETE THESE
RELOCATIONS AND ASSOCIATED
PAVING BY OCTOBER 2024.
4. ALL ELEVATIONS SHOWN ON
THESE DRAWINGS REFER TO THE
NORTH AMERICAN VERTICAL
DATUM OF 1988 (NAVD88). TO
CONVERT THIS DATUM TO STATEN
ISLAND/NAVD88, SUBTRACT 2.092'
FEET FROM EACH ELEVATION.
INV. -0.31'
STD. 38"W x 24"H HORIZONTAL
ELLIPTICAL R.C.P. CLASS III
STM. SWR. ON CONCRETE
CRADLE ON TIMBER PILES (SE-9)
JUNCTION CHAMBER NO. 6
SEE DWG. S-120
81'
SLOPE = 0.0036
STD. 38"W X 24"H CONCRETE ENCASED HORIZONTAL ELLIPTICAL
R.C.P. CLASS III STM. SWR. ON CONCRETE CRADLE ON PILES
(SEE S-120 FOR PILE SPACING AND TYPE) AT EXISTING STRUCTURES
EXISTING 8" WATER MAIN
RETIRED 6" GAS MAIN
EXISTING 2" GAS MAIN (TO BE
SUPPORTED AND PROTECTED)
EXISTING 8" WATER MAIN
W
2D S
B
X
X
D E
C E
M B
E R
A N
S I D
C O
A S
T A
L S
T O
R M
R
IS
K M
A N
A G
E M
E N
T S
O U
T H
S H
O R
E O
F S
T A
T E
N
IS
LA
N
D , N
E W
Y O
R K
IN
T
E R
IO
R
D R
A
IN
A G
E A
R E
A E
F
IN
A L
R E
A D
Y T
O A
D V
E R
T
IS
E , 1
D
E C
E M
B E
R
D . S
H E
E R
A N
J.
R
E Y
N O
LD
S
J.
R
IV
A
S
E . R
O S
E N
B E
R G
P
LA
N A
N D
P R
O F
IL
E
A N
D R
E W
S S
T
CU107
FINAL GRADE
KEY PLAN
EXTENDED DETENTION EL. 3.59
2' -1
0"
PROPERTY LINE
4'- 0"
188'
SLOPE = 0.0036
STD. 38"W X 24"H CONCRETE ENCASED HORIZONTAL
ELLIPTICAL R.C.P. CLASS III STM. SWR. ON CONCRETE CRADLE
ON CFA PILES
STD. 38"W x 24"H HORIZONTAL
ELLIPTICAL R.C.P. CLASS III
STM. SWR. ON CONCRETE
CRADLE ON TIMBER PILES (SE-9)
NEW CB TYPE 2
NEW CB TYPE 1
6'- 9"
NEW STD. CIRCULAR 6'-0" DIAMETER
PRECAST MANHOLE ON PILES
NEW STD. CIRCULAR 6'-0" DIAMETER PRECAST MANHOLE ON PILES
5'
SLOPE = 0.0036
CCTV 260 LF OF EXISTING 8" SAN.
SWR. UP TO THE NEAREST U/S MH
CCTV 60 LF OF EXISTING 18" SAN. SWR. FROM MH TO MH
EXISTING 18" SAN.SWR.
38"W X 24"H FLAP GATE,
SEE DETAIL ON DWG C508
SURFACE INLETS,
SEE DWG CG105 AND CG109
SUPPORT AND PROTECT
OVERHEAD LINE (TYP)
A
M E
N D
M E
N T
JA
N
-10
-5
-0+10 0+00 0+20 0+40 0+60
N E
W S
T D
M A
N H
O
LE
T Y
P E
A -3
O N
P
IL
E S
S T
A : 0
R
IM
: 5 .0
IN
V . I
N : 0
.6
(1 2"
W
IN
V
. I N
: 0 .6
(1
2" N
E
IN
V
. O U
T
0.
S
E
5.
4.4
5.5
4.26
4.
644.
444.
574.
4.
4.
4.
4.
4.
4.
4.1
4.5
4.1
4.0
4.0
5.2
5.2
4.5
4.8
3.9
5.2
5.4 5.7
4.8
3.83.6
4.2
4.8
4.84.6
4.4
4.5
3.6
4.0 3.2
4.5
5.
5.
135.
3.4
3.13.3
3.3
4.
4.
4.
444.
4.
4.
904.
S
S A
N
S A
N
G G
G
W W W
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
E E
E
E
E
E
E
E
E
E E
E
E E
SAN SAN SAN SAN SAN
SAN
S A
N
S A
N
4-PE-6 WC-RET
2-PE-60#
8" 2002 DIP
COMM
COMM
COMM
COMM
O
CB
R
TG
.7
S
R
.4
FH
5.
SAN
SAN
SAN
SAN
SAN
D
CB
CB
W
0+500+00
S
SAN
SAN
SAN
SAN
SAN
-3
4.
4.
1.0
3.59
3.
-4
-2 -1
-0 .6
3.59
4.05.0
5.0
5.
5.
3.
2.
1.
3.0
1.0
2.0
5.5
5.5
-10
-5
-10
-5
-0+10 0+00 0+200+25
N E
W S
T D
M A
N H
O
LE
T Y
P E
A -3
O N
P
IL
E S
S T
A : 0
R
IM
: 5 .0
IN
V . I
N : 0
.6
(1 2"
W
IN
V
. I N
: 0 .6
(1
2" N
E
IN
V
. O U
T
0.
S
E
N E
W C
B T
Y P
E
S T
A : 0
R
IM
: 4 .2
IN
V . O
U T
: 0 .7
C :\B
M S
\H A
Z E
N -P
W \D
0\
C U
8.
D W
G
4:
:4
P M
/1
9/
A
E C
_N C
S _4
_M O
N O
.C T
B
JH
A R
K
IN
S
US Army Corps of Engineers
U .S
. A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
S E
V E
N T
H A
V E
N U
E N
E W
Y O
R K
, N E
W Y
O R
K
N E
W Y
O R
K D
IS
T
R
IC
T
JA
C O
B K
. J A
V
IT
S F
E D
E R
A L
B U
IL
D
IN
G
F
E D
E R
A L
P
LA
Z A
, N Y
-0
NOTES:
1. THE CONTRACTOR SHALL REFER TO THE CP
DRAWINGS FOR THE LIMITS OF THE PAVEMENT
RESTORATION.
2. EXISTING WATER MAINS SHOWN CROSSING ALL NEW
SEWER TRENCHES SHALL BE SUPPORTED AND
MAINTAINED DURING CONSTRUCTION SHOULD ANY
EXISTING WATER MAIN INTERFERE WITH THE NEW
WORK. THE CONTRACTOR SHALL INFORM AND
OBTAIN WRITTEN APPROVAL FROM THE
CONTRACTING OFFICER PRIOR TO ANY WATER MAIN
REPLACEMENT. THE COST TO SUPPORT AND
MAINTAIN THE WATER MAINS SHALL BE INCLUDED IN
THE VARIOUS BID ITEMS OF THE CONTRACT. THE
COST FOR ANY APPROVED WATER MAIN
REPLACEMENTS SHALL BE MADE TO THE
CONTRACTOR UNDER THE APPLICABLE BID ITEMS.
NO OTHER PAYMENT SHALL BE MADE.
3. PORTIONS OF THE WORK DEPICTED ON THIS SHEET
REQUIRE RELOCATION OF NATIONAL GRID GAS
FACILITIES, AS INDICATED. THE CONTRACTOR SHALL
NOT COMMENCE CONSTRUCTION ON THESE
PORTIONS OF THE WORK UNTIL NATIONAL GRID OR
ITS SUBCONTRACTOR PERFORMS THE INDICATED
RELOCATIONS AND ASSOCIATED PAVING. NATIONAL
GRID EXPECTS TO COMPLETE THESE RELOCATIONS
AND ASSOCIATED PAVING BY OCTOBER 2024.
4. PORTIONS OF THE WORK DEPICTED ON THIS SHEET
REQUIRE PROTECTION AND RELOCATION OF CON
EDISON ELECTRICAL FACILITIES, AS INDICATED. THE
CONTRACTOR SHALL NOT COMMENCE
CONSTRUCTION ON THESE PORTIONS OF THE WORK
UNTIL CON EDISON OR ITS SUBCONTRACTOR
PERFORMS THE INDICATED RELOCATIONS AND
ASSOCIATED PAVING. CON EDISON EXPECTS TO
COMPLETE THESE RELOCATIONS AND ASSOCIATED
PAVING BY OCTOBER 2024.
5. ALL ELEVATIONS SHOWN ON THESE DRAWINGS
REFER TO THE NORTH AMERICAN VERTICAL DATUM
OF 1988 (NAVD88). TO CONVERT THIS DATUM TO
STATEN ISLAND/NAVD88, SUBTRACT 2.092' FEET
FROM EACH ELEVATION.
W
2D S
B
X
X
D E
C E
M B
E R
A N
S I D
C O
A S
T A
L S
T O
R M
R
IS
K M
A N
A G
E M
E N
T S
O U
T H
S H
O R
E O
F S
T A
T E
N
IS
LA
N
D , N
E W
Y O
R K
IN
T
E R
IO
R
D R
A
IN
A G
E A
R E
A E
F
IN
A L
R E
A D
Y T
O A
D V
E R
T
IS
E , 1
D
E C
E M
B E
R
D . S
H E
E R
A N
J.
R
E Y
N O
LD
S
J.
R
IV
A
S
E . R
O S
E N
B E
R G
P
LA
N A
N D
P R
O F
IL
E
W E
N T
W O
R T
H A
V E
CU108
KEY PLAN
SCALE: 1" = 20'
PLAN - WENTWORTH AVE
J1
PLAN
NORTH
WENTWORTH AVE
38'
SLOPE = 0.0024
24" CONCRETE ENCASED R.C.P. CLASS III STM. SWR. ON PILES
(SEE S-504 FOR PILE SPACING AND TYPE) AT EXISTING STRUCTURES
EXISTING 8" WATER MAIN
EXISTING 10" SAN. SWR.
EXISTING 2" GAS MAIN
(TO BE RELOCATED BY
OTHERS, SEE NOTE 3)
18" E.S.V.P. SAN. SWR.
SEE DWG. CU113
EXISTING 18" SAN. SWR.
EXISTING 10" SAN. SWR.
INV. -3.61'
EXTENDED DETENTION
EL. 3.59
PERMANENT POOL
EL. -0.66
NEW HYDRANT
8" WATER MAIN
2' -3
" 2' -4
EXISTING 10" SAN. SWR.
INV. -2.60
FINAL GRADE
14'
SLOPE = 0.0050
12" D.I.P. CB CONNECTION
SCALE: HORIZONTAL 1" = 20' VERTICAL 1" = 5'
PROFILE - WENTWORTH AVE
A1
NEW CB TYPE 1
20' 40'0
0 5' 10'20' 40'0
EXISTING 18" SAN. SWR.
INV. -4.12'
EXISTING GRADE
FINAL GRADE
INV. -0.53'
CCTV 240 LF OF EXISTING 10"
SAN. SWR. FROM THE
NEAREST U/S MH TO THE
EXTENTS SHOWN
NEW CB TYPE 2
CONNECT 8" D.I.P. WATER MAIN TO
EXISTING 8" WATER MAIN
SCALE: HORIZONTAL 1" = 20' VERTICAL 1" = 5'
PROFILE - WENTWORTH AVE
A11
0 5' 10'20' 40'0
EXISTING GRADE
2' -0
24" R.C.P. STM. SWR.
24" FLAP GATE,
SEE DETAIL ON DWG C508
NEW 6" HYDRANT VALVE
8" X 6" 3-WAY CONNECTION
NEW 6" DIP CLASS 56 HYDRANT CONNECTION
EXISTING CB TO BE ABANDONED
24" FLAP GATE,
SEE DETAIL ON DWG C508
SUPPORT AND PROTECT
OVERHEAD LINE (TYP)
A
M E
N D
M E
N T
JA
N
E
7.5
7.
5.8
BLOCK 3407
IPC
W
W
W
G
G
G
G
E
C O
M M
E E
E
W W
W W
F H
10''
8''
10''
6''
5.
TREE DECIDUOUS
4.
5.
4.
4.
5 S A
N S
A N
S A
N S
A N
S A
N
SCALE: 1" = 20'
PLAN - OCEANSIDE AVE
J12
PLAN
NORTH
20' 40'0
SCALE: HORIZONTAL 1" = 20' VERTICAL 1" = 5'
PROFILE - OCEANSIDE AVE
A12
0 5' 10'20' 40'0
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SHEET ID
US Army Corps of Engineers
NOTES:
1. THE CONTRACTOR SHALL REFER
TO THE CP DRAWINGS FOR THE
LIMITS OF THE PAVEMENT
RESTORATION
2. PORTIONS OF THE WORK
DEPICTED ON THIS SHEET
REQUIRE RELOCATION OF
NATIONAL GRID GAS FACILITIES,
AS INDICATED. THE CONTRACTOR
SHALL NOT COMMENCE
CONSTRUCTION ON THESE
PORTIONS OF THE WORK UNTIL
NATIONAL GRID OR ITS
SUBCONTRACTOR PERFORMS THE
INDICATED RELOCATIONS AND
ASSOCIATED PAVING. NATIONAL
GRID EXPECTS TO COMPLETE
THESE RELOCATIONS AND
ASSOCIATED PAVING BY OCTOBER
2024.
3. ALL ELEVATIONS SHOWN ON
THESE DRAWINGS REFER TO THE
NORTH AMERICAN VERTICAL
DATUM OF 1988 (NAVD88). TO
CONVERT THIS DATUM TO STATEN
ISLAND/NAVD88, SUBTRACT 2.092'
FEET FROM EACH ELEVATION.
W
2D S
B
X
X
D E
C E
M B
E R
A N
S I D
C O
A S
T A
L S
T O
R M
R
IS
K M
A N
A G
E M
E N
T S
O U
T H
S H
O R
E O
F S
T A
T E
N
IS
LA
N
D , N
E W
Y O
R K
IN
T
E R
IO
R
D R
A
IN
A G
E A
R E
A E
F
IN
A L
R E
A D
Y T
O A
D V
E R
T
IS
E , 1
D
E C
E M
B E
R
D . S
H E
E R
A N
M . C
O H
A
LL
J.
R
IV
A
S
E . R
O S
E N
B E
R G
P
LA
N D
A N
D P
R O
F
IL
E O
R
LA
N D
O S
T
O C
E A
N S
ID
E
A V
E
CU109
KEY PLAN
NEW CB TYPE 1
NEW CB TYPE 1
NEW STD. MANHOLE TYPE A-3 ON PILES
OCEANSIDE AVE
EXISTING 8" WATER MAIN
18" E.S.V.P. STM. SWR.
NEW GUARDRAIL
EXISTING 6" GAS MAIN
(TO BE RELOCATED BY OTHERS, SEE NOTE 2)
(TO BE PROTECTED AND SUPPORTED)
EXISTING GRADE
INV. OUT 1.59'
FINAL GRADE
40'
SLOPE = 0.0032
18" CONCRETE ENCASED
E.S.V.P. STM. SWR.
ON TIMBER PILES
EXTENDED DETENTION EL. 3.59
PERMANENT POOL EL. -0.66
SCALE: 1" = 20'
PLAN - ORLANDO ST
J1
PLAN
NORTH
20' 40'0
SCALE: HORIZONTAL 1" = 20' VERTICAL 1" = 5'
PROFILE - ORLANDO ST
A1
0 5' 10'20' 40'0
FINAL GRADE
INV. OUT 2.09'
EXISTING GRADE
4'-0"W x 2'-0"H F.T.R.C. STM. SWR.
SEE PROFILE BELOW
33'
SLOPE = 0.0029
4'-0"W x 2'-0"H F.T.R.C.
STM. SWR. ON PILES
(SEE S-504 FOR PILE
SPACING AND TYPE) AT
EXISTING STRUCTURES
18" E.S.V.P. SAN. SWR.
SEE DWG. CU114
18" E.S.V.P. SAN. SWR.
INV. -3.04'
SEE DWG. CU114
EXTENDED DETENTION
EL. 3.59
INV. IN 2.19' SEE STRUCTURAL DETAILS FOR
MODIFIED PILE LOCATIONS
18" FLAP GATE,
SEE DETAIL ON DWG C508
4'-0"W x 2'-0"H FLAP GATE, SEE DETAIL ON DWG C508
4'-0"W x 2'-0"H FLAP GATE, SEE DETAIL ON DWG C508
18" FLAP GATE,
SEE DETAIL ON DWG C508
SUPPORT AND PROTECT OVERHEAD LINE
A
M E
N D
M E
N T
JA
N
BLOCK 3422
BLOCK 3422
11'' 14''
11''
8''
4.
4"
4"
6"4"
4"4"
5"
4/DOUBLE"
10/FALLEN"
8"
4"
8"
30" 8"
15"
14"
9"
10/FALLEN"
12"
C B
S A
N S
A N
S A
N S
A N
S A
N
2.0
-1.0
1.0 -0.66
-2.0
3.0
-1 .0
-3.0
-2 .0 0
4.
5.
3.
6.
5.
0 6.0
5.
-15
-10
-5
-15
-10
-5
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+52
N E
W C
B T
Y P
E
S T
A : 0
.8
R
IM
: 4 .3
IN
V . O
U T
: 0 .7
(1
8" S
W
C :\B
M S
\H A
Z E
N -P
W \D
0\
C U
1.
D W
G
5:
:2
P M
/1
9/
A
E C
_N C
S _4
_M O
N O
.C T
B
JH
A R
K
IN
S
US Army Corps of Engineers
U .S
. A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
S E
V E
N T
H A
V E
N U
E N
E W
Y O
R K
, N E
W Y
O R
K
N E
W Y
O R
K D
IS
T
R
IC
T
JA
C O
B K
. J A
V
IT
S F
E D
E R
A L
B U
IL
D
IN
G
F
E D
E R
A L
P
LA
Z A
, N Y
-0
SCALE: 1" = 20'
PLAN - VULCAN ST
J1
PLAN
NORTH
20' 40'0
SCALE: HORIZONTAL 1" = 20' VERTICAL 1" = 5'
PROFILE - VULCAN ST
A1
0 5' 10'20' 40'0
EXISTING GRADE
INV OUT 0.25'
18" E.S.V.P. STM. SWR.
EXISTING 12" R.C.P.
SAN. SWR.
NOTES:
1. THE CONTRACTOR SHALL REFER TO THE CP
DRAWINGS FOR THE LIMITS OF THE PAVEMENT
RESTORATION.
2. ALL ELEVATIONS SHOWN ON THESE DRAWINGS REFER
TO THE NORTH AMERICAN VERTICAL DATUM OF 1988
(NAVD88). TO CONVERT THIS DATUM TO STATEN
ISLAND/NAVD88, SUBTRACT 2.092' FEET FROM EACH
ELEVATION.
FINAL GRADE
NEW CB TYPE 2 SEE
PROFILE A1
V U
LC
A
N S
T
123'
SLOPE = 0.0036
18" CONCRETE ENCASED E.S.V.P. STM. SWR. ON PILES
(SEE S-504 FOR PILE SPACING AND TYPE) AT EXISTING STRUCTURES
W
2D S
B
X
X
D E
C E
M B
E R
A N
S I D
C O
A S
T A
L S
T O
R M
R
IS
K M
A N
A G
E M
E N
T S
O U
T H
S H
O R
E O
F S
T A
T E
N
IS
LA
N
D , N
E W
Y O
R K
IN
T
E R
IO
R
D R
A
IN
A G
E A
R E
A E
F
IN
A L
R E
A D
Y T
O A
D V
E R
T
IS
E , 1
D
E C
E M
B E
R
D . S
H E
E R
A N
M . C
O H
A
LL
J.
R
IV
A
S
E . R
O S
E N
B E
R G
P
LA
N A
N D
P R
O F
IL
E
V U
LC
A
N S
T
CU111
KEY PLAN
EXTENDED DETENTION EL. 3.59
PERMANENT POOL EL. -0.66
EXISTING 12" SAN. SWR.
INV. -4.54
CCTV 205 LF OF
EXISTING 12" SAN.
SWR. FROM
NEAREST U/S MH TO
NEAREST D/S MH
18" FLAP GATE,
SEE DETAIL ON DWG C508
18" FLAP GATE,
SEE DETAIL ON DWG C508
A
M E
N D
M E
N T
JA
N
-0+20 0+00 0+40 0+80 1+20 1+60 2+00 2+40 2+80
N E
W S
T D
. C
IR
C U
LA
R
'-0
D
IA
M
E T
E R
P R
E C
A S
T W
A T
E R
T
IG
H T
M A
N H
O
LE
O N
P
IL
E S
S T
A : 0
R
IM
: 2 .8
IN
V . I
N
4.
N
IN
V . O
U T
4.
S W
N E
W S
T D
. C
IR
C U
LA
R
'-0
D
IA
M
E T
E R
P R
E C
A S
T W
A T
E R
T
IG
H T
M A
N H
O
LE
O N
P
IL
E S
S T
A : 1
.7
R
IM
: 5 .5
IN
V . I
N
3.
N
W
IN
V
. O U
T
3.
S
N E
W S
T D
. C
IR
C U
LA
R
'-0
D
IA
M
E T
E R
P R
E C
A S
T W
A T
E R
T
IG
H T
M A
N H
O
LE
O N
P
IL
E S
S T
A : 2
.2
R
IM
: 5 .5
IN
V . I
N
3.
N
E
IN
V
. O U
T
3.
S
E
BLO
CK 3410
BLO
CK 3404
BLO
CK 3410
BLO
CK 3405
BLO
CK 3404
BLO
CK 3404
S A
N
S A
N
E
E
E
E
E
E
E
E
E
E
E
E
E
S
R
.7
S
R
0.
SANSANSANSANSANSANSAN
S A
N COMM
COMM
OHW
OHW
O
CB
R
T G
.7
S
R
.4
SAN
S A
N S
A N
FH
7.1
4.9
6.5
5.9
10.5
6.2
5.3
4.4
5.5
3.6
0+00 1+00 2+00
3+
S
S
SAN
SANS SANSAN
S A
N S
A N
SAN
SANSANSAN
D
CB
CB
-3 4.0
4.0
-1.0
1.0
3.59
3.0
-4
-2-1 -0.66
3.59 4.05.0
5.0
5.5
5.0
3.0 2.0
1.0
3.0 1.0
5.0 4.0
3.02.0
4.0
2.0
3.0
2.01.0
1.0
6.0
G R
TG
= 5.73
GRTG = 5.83
US Army Corps of Engineers
U .S
. A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
S E
V E
N T
H A
V E
N U
E N
E W
Y O
R K
, N E
W Y
O R
K
N E
W Y
O R
K D
IS
T
R
IC
T
JA
C O
B K
. J A
V
IT
S F
E D
E R
A L
B U
IL
D
IN
G
F
E D
E R
A L
P
LA
Z A
, N Y
-0
SCALE: 1"=40'
PLAN - WENTWORTH AVE
H1
PLAN
NORTH
40' 80'0
SCALE: HORIZONTAL 1" = 40' VERTICAL 1" = 5'
PROFILE - WENTWORTH AVE
B1
0 5' 10'40' 80'0
EXISTING GRADE
NOTES:
1. THE CONTRACTOR SHALL REFER TO THE
CP DRAWINGS FOR THE LIMITS OF THE
PAVEMENT RESTORATION.
2. CONTRACTOR SHALL PROVIDE
TEMPORARY FLUMING AND BYPASSING
OF EXISTING SEWER FLOWS IN
ACCORDANCE WITH THE CONTRACT
SPECIFICATIONS.
3. ALL ELEVATIONS SHOWN ON THESE
DRAWINGS REFER TO THE NORTH
AMERICAN VERTICAL DATUM OF 1988
(NAVD88). TO CONVERT THIS DATUM TO
STATEN ISLAND/NAVD88, SUBTRACT
2.092' FEET FROM EACH ELEVATION.
FINAL GRADE
REFER TO SHEET CU114MATCHLINE
WENTWORTH AVE
M A
T C
H
LI
N E
R E
F E
R T
O S
H E
E T
C U
LA
N
S
IN
G S
T 135'
SLOPE = 0.0021
18" DIA. CONCRETE ENCASED E.S.V.P. SAN. SWR. ON TIMBER PILES
114'
SLOPE = 0.0021
W
2D S
B
X
X
D E
C E
M B
E R
A N
S I D
C O
A S
T A
L S
T O
R M
R
IS
K M
A N
A G
E M
E N
T S
O U
T H
S H
O R
E O
F S
T A
T E
N
IS
LA
N
D , N
E W
Y O
R K
IN
T
E R
IO
R
D R
A
IN
A G
E A
R E
A E
F
IN
A L
R E
A D
Y T
O A
D V
E R
T
IS
E , 1
D
E C
E M
B E
R
D . S
H E
E R
A N
C . S
IU
C . S
IU
E . R
O S
E N
B E
R G
S A
N
IT
A R
Y P
LA
N
A N
D P
R O
F
IL
E W
E N
T W
O R
T H
A V
E N
U E
CU113
NEW STD. CIRCULAR 4'-0"
DIAMETER PRECAST
WATERTIGHT MANHOLES
ON PILES. CONNECT 18"
E.S.V.P. SAN. SWR. TO
EXISTING 18" SAN. SWR.
24" R.C.P. STM. SWR.
SEE DWG. CU108
NEW STD. CIRCULAR 4'-0" DIAMETER
PRECAST WATERTIGHT MANHOLES
ON PILES
18" E.S.V.P. SAN. SWR.
SEE PROFILE BELOW
NEW STD. CIRCULAR 4'-0" DIAMETER
PRECAST WATERTIGHT MANHOLES
ON PILES
CONNECT 18" E.S.V.P. SAN. SWR. TO
EXISTING 18" SAN. SWR.
KEY PLAN
67'
SLOPE = 0.0019
CCTV 226 LF OF EXISTING
18" SAN. SWR. UP TO
NEXT D/S MANHOLE
CCTV 203 LF OF
EXISTING 10" SAN. SWR.
FROM MH TO MH
EXISTING 2" GAS MAIN
(TO BE SUPPORTED AND
PROTECTED)
SUPPORT AND PROTECT
OVERHEAD LINE (TYP)
A
M E
N D
M E
N T
JA
N
3+20 3+60 4+00 4+40 4+80 5+20 5+60 6+00 6+40 6+80 7+20 7+60 8+00 8+40 8+80 9+20 9+60 10+00 10+40 10+70
N E
W S
T D
. C
IR
C U
LA
R
'-0
D
IA
M
E T
E R
P R
E C
A S
T W
A T
E R
T
IG
H T
M A
N H
O
LE
O N
P
IL
E S
S T
A : 3
.6
R
IM
: 5 .5
IN
V . I
N
3.
E
IN
V . O
U T
3.
W
N E
W S
T D
. C
IR
C U
LA
R
'-0
D
IA
M
E T
E R
P R
E C
A S
T W
A T
E R
T
IG
H T
M A
N H
O
LE
O N
P
IL
E S
S T
A : 4
.4
R
IM
: 5 .5
IN
V . I
N
3.
E
IN
V . O
U T
3.
W
N E
W S
T D
. C
IR
C U
LA
R
'-0
D
IA
M
E T
E R
P R
E C
A S
T W
A T
E R
T
IG
H T
M A
N H
O
LE
O N
P
IL
E S
S T
A : 9
.9
R
IM
: 5 .7
IN
V . I
N
2.
E
IN
V . O
U T
2.
S W
N E
W S
T D
. C
IR
C U
LA
R
'-0
D
IA
M
E T
E R
P R
E C
A S
T W
A T
E R
T
IG
H T
M A
N H
O
LE
O N
P
IL
E S
S T
A : 1
0+
.9
R
IM
: 6 .0
IN
V . I
N
2.
N
E
IN
V
. O U
T
2.
W
N E
W S
T D
. C
IR
C U
LA
R
'-0
D
IA
M
E T
E R
P R
E C
A S
T W
A T
E R
T
IG
H T
M A
N H
O
LE
O N
P
IL
E S
S T
A : 6
.5
R
IM
: 5 .5
IN
V . I
N
2.
N
E
IN
V
. O U
T
2.
W
N E
W S
T D
. C
IR
C U
LA
R
'-0
D
IA
M
E T
E R
P R
E C
A S
T W
A T
E R
T
IG
H T
M A
N H
O
LE
O N
P
IL
E S
S T
A : 3
.2
R
IM
: 5 .5
IN
V . I
N
3.
E
IN
V . O
U T
3.
S W
28''
48''
32''
24''
22''
26''
30''
22''
10''
8'' 10'' 6''
9.7
6.4
8.1
8.4
6.7
6.2
11.812.7
11.6
6.2
5.7
10.0
9.8 9.7
11.8
10.7
9.1
10.3
6.7
4.3
4.5
6.3 3.5
8.
8.6
5.0
5.9
9.8 6.5
5.2
6.8
3.3
8.5
5.4
11.2
7.2
5.6
4.7
5.9
WALLS
W A
LL
5.8
8.4
5.7
W
W
CO
22.8''
9.8''
24.7''
16''
7''
9.3''
SAN SAN
W S
R
.7
S
R = 6.97
W
SAN SAN SAN SAN
6-PE-6 WC-RET
4-CI-6 WC-RET
4-CI-6 WC-RET
T-34797
3-4/0AL,101'
3-4/0A L,111'
SAN SAN
S A
N S
A N
F H
S H
Y D
R A
N T
SAN
CO
SAN
SAN
SANSAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
W
W
W
0+
0+
0+00
1+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
10+38.98S
S S
S
0+00 S
S
S
5 9
3.10
3.90
3.80
3.70
3.60
3.50 3.40
3.30
3.20
4.10 3.20
-2.0
4.0
4.0
2.0 -0.66
1.0
-2.0 -1.0
-6
7.0
4.0 2.0
-1.0-2.0
7.
5.
3.
0.0
-1.0
-0.66 -2.0
-1.0
-0.66
-2.0
0.0 1.0 2.0 3.0 3.59 4.0
5.0
5.0
5.0
1.0
0.
0.0
2.0
3.0 3.59 5.0
2.0 3.03.59
-1.0
3.59 3.0 2.0
1.0 0.0 -0.66
-3 -1
3.03.59 1.0
5.0 5.5
6.0
6.
04.
3.
2.
1.
0.
-0 .6
-0.66
-2 .0
-1 .0
-0 .6
0.
1.
2.
3.
3.
4.
5.
6.
7.
3.
-2
-4-5
3.0
4.
4.0
5.0 5.0
2.0
4.0
3.
0 2.
5.0
5.0
5.0
1.0
4.0 3.02.0
1.0
4.0
7.
4.
7.0 2.
3.0 1.0
3.02.01.0
-3 -2
-1
-3 -2-1
1 0
-1
-2
5.
5.
5.
5.
5.
US Army Corps of Engineers
U .S
. A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
S E
V E
N T
H A
V E
N U
E N
E W
Y O
R K
, N E
W Y
O R
K
N E
W Y
O R
K D
IS
T
R
IC
T
JA
C O
B K
. J A
V
IT
S F
E D
E R
A L
B U
IL
D
IN
G
F
E D
E R
A L
P
LA
Z A
, N Y
-0
SCALE: 1" = 40'
PLAN - LANSING ST
F1
PLAN
NORTH
40' 80'0
SCALE: HORIZONTAL 1" = 40' VERTICAL 1" = 5'
PROFILE - LANSING ST
A1
0 5' 10'40' 80'0
EXISTING GRADE
FINAL GRADE
NOTES:
1. THE CONTRACTOR SHALL REFER TO THE
CP DRAWINGS FOR THE LIMITS OF THE
PAVEMENT RESTORATION.
2. CONTRACTOR SHALL PROVIDE
TEMPORARY FLUMING AND BYPASSING
OF EXISTING SEWER FLOWS IN
ACCORDANCE WITH THE CONTRACT
SPECIFICATIONS.
3. ALL ELEVATIONS SHOWN ON THESE
DRAWINGS REFER TO THE NORTH
AMERICAN VERTICAL DATUM OF 1988
(NAVD88). TO CONVERT THIS DATUM TO
STATEN ISLAND/NAVD88, SUBTRACT
2.092' FEET FROM EACH ELEVATION.
4'-0"W X 2'-0"H
STM. SWR.
SEE DWG CU108
18" E.S.V.P. SAN. SWR.
SEE PROFILE BELOW
8" E.S.V.P. SAN. SWR.
SEE DWG CU117
11'-6"W X 3'-6"H F.T.R.C. STM. SWR.
SEE DWG CU110
NEW STD CIRCULAR 4'-0" DIAMETER
PRECAST WATERTIGHT MANHOLE ON PILES
CONNECT 18" E.S.V.P. SAN. SWR. TO
EXISTING 18" SAN. SWR.
NEW STD CIRCULAR 4'-0" DIAMETER
PRECAST WATERTIGHT MANHOLE
ON PILES
NEW STD CIRCULAR
4'-0" DIAMETER
PRECAST WATERTIGHT
MANHOLE ON PILES
QUINCY AVE
LANSING ST4'-0"W X 2'-0"H STM. SWR.
SEE DWG CU109
O R
LA
N
D O
S T
R E
F E
R T
O S
H E
E T
C U
M A
T C
H
LI
N E
R E
F E
R T
O S
H E
E T
C U
M A
T C
H
LI
N E
97'
SLOPE = 0.0019
18" DIA. CONCRETE ENCASED E.S.V.P. STM. SWR. ON TIMBER PILES
219'
SLOPE = 0.0016
265'
SLOPE = 0.0016
72'
SLOPE = 0.0016
W
2D S
B
X
X
D E
C E
M B
E R
A N
S I D
C O
A S
T A
L S
T O
R M
R
IS
K M
A N
A G
E M
E N
T S
O U
T H
S H
O R
E O
F S
T A
T E
N
IS
LA
N
D , N
E W
Y O
R K
IN
T
E R
IO
R
D R
A
IN
A G
E A
R E
A E
F
IN
A L
R E
A D
Y T
O A
D V
E R
T
IS
E , 1
D
E C
E M
B E
R
D . S
H E
E R
A N
C . S
IU
C . S
IU
E . R
O S
E N
B E
R G
S A
N
IT
A R
Y P
LA
N
A N
D P
R O
F
IL
E
LA
N S
IN
G
S T
R E
E T
CU114
CONNECT 18" E.S.V.P. SAN. SWR. TO
EXISTING 18" SAN. SWR.4'-0" W X 2'-0" H
TB STM. SWR.
KEY PLAN
4'-0" W X 2'-0" H DB
STM. SWR.
4'-0" W X 2'-0" H
DB STM. SWR.
67'
SLOPE =
0.0019
38'
SLOPE =
0.0019
A
M E
N D
M E
N T
JA
N
9.4 8.
8.9
11.5
15.8
2"
5"
4"
8/DOUBLE"
6"
4"
5"3"3" 3"
3"
4"
12"
3"
4"
4"
6"4"
6"
4"
4"
4/TRIPLE"
6/DOUBLE"
7"
3" 6"
3" 7"2"
7"
9"
4" 3" 12"
8" 7"10"
6"
3"
10"
5"
3"3"
3" 4" 5"
6"
6"3"
12"
10" 2"
12"
8"
8" 12"
2"
G
RTG
.5
8.
9.13
9.
9.
9.
9.5
9.6 9.9
9.7
9.7
9.7
9.6
8.7
10.0
9.6
9.6
9.6
9.7
10.1
11.5
14.9
12.9 13.6
14.0
11.3
9.6
11.2
13.3
12.7
14.2
10.4
.5
9.8
14.1
9.26
9.6
9.7
9.9
9.6
9.5
9.4 9.5
9.4
9.8
9.8
9.9
9.89.6
9.3
9.6
9.5
9.4
9.9
8.7
9.6 9.7
8.6
9.5
9.6
9.8 9.4
9.5
9.2
10.1 9.7
9.2
8.9
9.1
9.1
11.8
11.7
13.2
12.0
12.0
11.7
10.9
11.3 12.8
13.2
13.7
13.7 12.8
12.2 11.4
11.1
7.5
.4'
.4'
7.5
8''
9.1
9.5
CB
G
RTG
.5
S
R = 9.23
S
R = 9.14
S
R = 9.02
S
R = 9.22
I = -5.3
SAN
SAN
I = -4
.9
I = -1.1
I = -1.2
I = -0
.7I = -5.3
I = -5.4
I = -5.4
TO
B = 4.6
CIRC 2001 RCP 24"
FT 2001 RC 108"X60"
E
E
E
SAN
SAN
SAN
M
H SHOW
N PER AS-BUILT REF.
M
H SHOW
N PER AS BUILT SEW
ER REF.
PER AS BUILT SEW
ER REF
TW
IN 9-0'W
X 5'-6"H RCBC
0+00
0+
.6
3.
597.
.013
.0
-0 .6
9.
0 6.
0 4.
.0
8.
6.
3.
.0
-1 .0
3.
3.
5.
7.
8.
3.0
2.0
1.0
-2 .0
-1 .00.
1.
-10
-5
-10
-5
-0+20 0+00 0+20 0+40 0+60 0+80 0+90
N E
W S
T D
. C
IR
C U
LA
R
'-0
D
IA
M
P
R E
C A
S T
M A
N H
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LE
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P
IL
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S T
A : 0
R
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: 9 .3
IN
V . O
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5.
E
N E
W S
T D
. C
IR
C U
LA
R
'-0
D
IA
M
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IN
V . I
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5.
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IN
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5.
S
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A : 0
.6
R
IM
: 9 .7
IN
V . I
N
5.
N
R = 9.23 R = 9.14
R = 9.02
F H
FH
FH
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FH
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US Army Corps of Engineers
U .S
. A R
M Y
C O
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F E
N G
IN
E
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S
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
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SHEET ID
US Army Corps of Engineers
U .S
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-0
SCALE: 1" = 20'
PLAN - QUINTARD ST NORTH
J1
PLAN
NORTH
20' 40'0
SCALE: HORIZONTAL 1" = 20' VERTICAL 1" = 5'
PROFILE - QUINTARD ST NORTH
A1
0 5' 10'20' 40'0
BOX SEWER NO. 1
5'-6"W x 3'-0"H F.T.R.C. STM. SWR.
SEE DWG CU101 AND DETAIL ON
DWG. S-104
HEADWALL NO. 1
SEE DWG. S-101
JUNCTION CHAMBER NO. 1
SEE DWGS. S-102 AND S-103
FINAL GRADE TO MATCH
EXISTING GRADE
NOTES:
1. THE CONTRACTOR SHALL REFER
TO THE CP DRAWINGS FOR THE
LIMITS OF THE PAVEMENT
RESTORATION.
2. ALL ELEVATIONS SHOWN ON
THESE DRAWINGS REFER TO THE
NORTH AMERICAN VERTICAL
DATUM OF 1988 (NAVD88). TO
CONVERT THIS DATUM TO STATEN
ISLAND/NAVD88, SUBTRACT 2.092'
FEET FROM EACH ELEVATION.
W
2D S
B
X
X
D E
C E
M B
E R
A N
S I D
C O
A S
T A
L S
T O
R M
R
IS
K M
A N
A G
E M
E N
T S
O U
T H
S H
O R
E O
F S
T A
T E
N
IS
LA
N
D , N
E W
Y O
R K
IN
T
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IO
R
D R
A
IN
A G
E A
R E
A E
F
IN
A L
R E
A D
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T
IS
E , 1
D
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B E
R
D . S
H E
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A N
C . S
IU
C . S
IU
E . R
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B E
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S A
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IT
A R
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P
LA
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N D
P R
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IL
E
Q U
IN
T
A R
D S
T R
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T N
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T H
CU118
43'
SLOPE = 0.0011
24" DIA. CONCRETE ENCASED
R.C.P. CLASS III SAN. SWR. ON
TIMBER PILES
KEY PLAN
PERMANENT POOL
EL. -0.66
EXTENDED DETENTION
EL. 3.59
4' -2
5' -5
NEW STD CIRCULAR PRECAST
MANHOLE ON PILES (TYP)EXISTING 24" R.C.P.
CLASS IV SAN. SWR.
24" SAN. SWR.
SEE PROFILE BELOW
5'-6"
CCTV 12 LF OF EXISTING 24" SAN. SWR.
FROM NEAREST U/S MH TO NEAREST D/S MH
5'-6"W x 3'-0"H STM. SWR.
(SEE DWG CU101 FOR
PLAN AND PROFILE)
21'
SLOPE = 0.0016
CONNECT TO EXISTING 24"
SAN. SWR.
CONNECT TO EXISTING 24"
SAN. SWR.
A
M E
N D
M E
N T
JA
N
B
C
D
E
F
G
H
J
K
L
M
N
P
SHEET ID
US Army Corps of Engineers
PLANT SCHEDULE NOTES:
1. DUE TO LOCAL SOIL CONDITIONS, THE INSTALLATION OF PLANT MATERIAL CULTIVATED FOR
TRANSPLANTING INTO MOIST SITES IS REQUIRED.
2. ALL TREES SHALL BE FURNISHED LOW TO THE GROUND. CLUMP VARIETIES ARE
ACCEPTABLE PROVIDED THEY DO NOT HAVE WEAK CROTCHES.
3. WHEN PLANT SPECIES ARE DIOECIOUS, PROVIDE QUANTITIES THAT APPROXIMATE A RATIO
OF ONE (1) STAMINATE TO FIVE (5) PISTILLATE PLANTS WITHIN EACH GROUPING.
4. ROOTS OF CONTAINERIZED PLANT MATERIAL SHALL BE WELL-DEFINED AND DEVELOPED
THROUGH SIDES AND BOTTOMS OF CONTAINERS. ROOT-BOUND CONTAINERIZED PLANT
MATERIAL WILL BE REJECTED.
5. PLANTS SHALL BE PLANTED IN "DRY" CONDITIONS AND NOT WHEN PLANTING LOCATIONS
ARE SUBMERGED. IF NECESSARY, THE CONTRACTOR SHALL USE APPROVED MEANS TO
DIVERT STORM FLOWS FROM CURB CUTS TO CATCH BASINS TO ACHIEVE THE PREFERRED
PLANTING CONDITIONS, AND SHALL RESTORE THESE FLOWS UPON COMPLETION OF
PLANTING OPERATIONS.
6. FOR PLANT SPECIES KNOWN TO HAVE MORPHOLOGY IMPACTS RESULTING FROM TOTALLY
SUBMERGED INSTALLATIONS, MATERIAL TO BE INSTALLED ALONG THE STREAMBANKS SHALL
BE OF SUFFICIENT HEIGHTS TO EXTEND ABOVE THE WATER SURFACE WHEN STORM FLOWS
ARE RESTORED AFTER THE COMPLETION OF PLANTING OPERATIONS. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT IMPACTS TO THE FORM AND STRUCTURE
OF PLANTS ARE MINIMIZED TO THE GREATEST EXTENT PRACTICABLE.
7. ALL PLANTS AND TREES SHALL BE CERTIFIED AND INSPECTED FREE OF ALL FUNGUS, GRUBS
AND INSECTS THAT MAY HAVE A DELETERIOUS EFFECT ON THE SURROUNDING FAUNA AND
FLORA.
8. ANY TREES DAMAGED BY THE CONTRACTOR NOT SCHEDULED TO BE REMOVED SHALL BE
REPLACED IN KIND WITH TREE OR TREES OF EQUAL CALIPER AND VARIETY.
9. DO…
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