SSSI Area E_Amendment 5_Rev. Plans.pdf

PDF 27 MB Posted Feb 26, 2024

Attached to: IFB Solicitation: SOUTH SHORE OF STATEN ISLAND, AREA E, New York, Hurricane Sandy Coastal Storm Risk Management Project
Solicitation number: W912DS24B0002
Issued by: Department of the Army Corps of Engineers Engineering District New York

About this file

Written by GovTribe AI · Feb 26, 2024

This document provides details for a federal construction contract opportunity issued by the U.S. Army Corps of Engineers New York District. The contract is for construction of interior drainage ponds, drainage structures, and relocation of sanitary sewers for the South Shore of Staten Island, Area E Hurricane Sandy Coastal Storm Risk Management Project in Richmond County, New York. The work includes construction of large interior drainage ponds connected by an open channel culvert and various stormwater drainage structures. The contract value is estimated between $100 million to $175 million. The solicitation will be issued in December 2023 as a firm-fixed price construction contract using Invitation for Bids procedures with a response due date approximately 30 days later. The period of performance is 1,279 calendar days from notice to proceed. The solicitation and amendments will be posted on the System for Award Management website. Construction Contractor Appraisal Support System past performance evaluations will be required according to the Federal Acquisition Regulation.

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Other files

File	Type	Posted
W912DS24B0002 Bid Abstract.pdf	PDF	Apr 26, 2024
Bid Opening Results.pdf	PDF	Apr 19, 2024
W912DS24B0002 Amend 0009.pdf	PDF	Apr 16, 2024
W912DS24B0002 Amend 0008.pdf	PDF	Apr 10, 2024
SSSI Area E_Amendment 8_Rev. Plans_C501.pdf	PDF	Apr 10, 2024
Extension of Bid Opening to 4-18-2024.docx	DOCX document	Apr 9, 2024
SSSI Area E_Amendment 7_Rev. Plans.pdf	PDF	Mar 28, 2024
SSSI Area E_Amendment 7_Rev. Specs 01 35 26_GOVERNMENTAL SAFETY REQUIREMENTS.pdf	PDF	Mar 28, 2024
SSSI Area E_Amendment 7_Rev. Specs 32 05 33_LANDSCAPE ESTABLISHMENT.pdf	PDF	Mar 28, 2024
SSSI Area E_Amendment 7_Rev. Specs 01 30 00_ADMINISTRATIVE REQUIREMENTS.pdf	PDF	Mar 28, 2024
SSSI Area E_Amendment 7_Encroachment Photos Based On CE102.pdf	PDF	Mar 28, 2024
SSSI Area E_Amendment 7_Rev. Specs 32 93 00_EXTERIOR PLANTS.pdf	PDF	Mar 28, 2024
Bid Schedule - Amend 0007.pdf	PDF	Mar 28, 2024
W912DS24B0002 Amend 0007.pdf	PDF	Mar 28, 2024
SSSI Area E_Amendment 7_Rev. Specs 01 57 19_TEMPORARY ENVIRONMENTAL CONTROLS.pdf	PDF	Mar 28, 2024
Extension of Bid Opening Date.docx	DOCX document	Mar 25, 2024
SSSI Area E_Amendment 6_Rev. Specs 01 14 00_WORK RESTRICTIONS.pdf	PDF	Mar 12, 2024
SSSI Area E_Amendment 6_Rev. Specs 01 45 35_SPECIAL INSPECTIONS.pdf	PDF	Mar 12, 2024
SSSI Area E_Amendment 6_Rev. Plans.pdf	PDF	Mar 12, 2024
Amendment 0006.pdf	PDF	Mar 12, 2024
SSSI Area E_Amendment 5_Rev. Specs 02 61 13_EXCAVATION AND HANDLING OF CONTAMINATED MAT.pdf	PDF	Feb 26, 2024
SSSI Area E_Amendment 5_Rev. Specs 33 01 30.16_TV INPECTION OF SEWER LINES.pdf	PDF	Feb 26, 2024
SSSI Area E_Amendment 5_Rev. Specs 01 30 00_ADMINISTRATIVE REQUIREMENTS.pdf	PDF	Feb 26, 2024
SSSI Area E_Amendment 5_Rev. Specs 01 14 00_WORK RESTRICTIONS.pdf	PDF	Feb 26, 2024
SSSI Area E_Amendment 5_Rev. Specs 32 05 33_LANDSCAPE ESTABLISHMENT.pdf	PDF	Feb 26, 2024
amendment 0005.pdf	PDF	Feb 26, 2024
SSSI Area E_Amendment 5_Rev. Specs 01 50 00_TEMP CONST FAC AND CONT_OCMC TRAFFIC STIPS.pdf	PDF	Feb 26, 2024
SSSI Area E_Amendment 5_Rev. Specs 31 00 00_EARTHWORK.pdf	PDF	Feb 26, 2024
SSSI Area E_Amendment 4_Rev. Specs 01 50 00.pdf	PDF	Feb 15, 2024
SSSI Area E_Amendment 4_Rev. Plans.pdf	PDF	Feb 15, 2024
Amendment 0004 SSSI.pdf	PDF	Feb 14, 2024
W912DS24B0002-Amendment 0003.pdf	PDF	Feb 9, 2024
SSSI Area E_Amendment 2_Rev. Specs 01 14 00.pdf	PDF	Jan 30, 2024
SSSI Area E_Amendment 2_Rev. Specs 01 11 00.pdf	PDF	Jan 30, 2024
SSSI Area E_Amendment 2_Rev. Plans.pdf	PDF	Jan 30, 2024
W912DS24B0002-Amendment 0002.pdf	PDF	Jan 29, 2024
W912DS24B0002 Amend 0001 SSSI Area E.pdf	PDF	Jan 17, 2024
Note to Bidders re RFIs.docx	DOCX document	Jan 10, 2024
Part B_Plans_SSSI_Area E_Civil_Dec 2023.pdf	PDF	Dec 28, 2023
Part D_Plans_SSSI_Area E_Structural_Dec 2023.pdf	PDF	Dec 28, 2023
Part C_Plans_SSSI_Area E_Landscape_Dec 2023.pdf	PDF	Dec 28, 2023
Part A_Plans_SSSI_Area E_General Survey Geotech_Dec 2023.pdf	PDF	Dec 28, 2023
PLANS.docx	DOCX document	Dec 22, 2023
W912DS24B0002 SSSI Area E.pdf	PDF	Dec 22, 2023
SPECS_SSSI_Area E_Final RTA_DEC 2023_Revision 2.pdf	PDF	Dec 22, 2023

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-0+50 -0+30 0+00 0+30 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 7+20 7+50 7+80 8+10

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ANDREWS ST PROFILE 5

HORIZ: 1"=30'

VERT: 1"=5'

EXTENDED DETENTION

WSE 3.59

PERMANENT POOL

WSE -0.66

EXISTING GRADE, TYP

FINISH GRADE, TYP

FOREBAY WITH 12" THICK CONCRETE

FROM EL -3.5 TO -0.5

6' WIDE RENO MATTRESS

38"W X 24"H STORM SEWER

INV OUT EL -0.31

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HORIZ: 1"=30'

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WSE 3.59

PERMANENT POOL

WSE -0.66

EXISTING GRADE, TYP

FINISH GRADE, TYP

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FROM EL -5.0 TO -1.0

6' WIDE RENO MATTRESS

PEARSALL STREET HEADWALL NO. 3

SEE DWG S-118

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INV OUT EL -0.61

(SEE DWG CU102)

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FINISH GRADE, TYP

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WEIR CHAMBER NO. 1

(SEE DWG S-105)

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FROM EL -5.0 TO -2.5

8'-0""W X 4'-9"H BOX

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INV OUT EL -0.66

(SEE NYCDDC DWGS)

PEARSALL ST PROFILE 6 (CONTINUED)

HORIZ: 1"=30'

VERT: 1"=5'

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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 11'-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 18"

24" x 12"

48" x 48"

42" x 24"

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

5" 4"

8/DOUBLE"

5"3"3" 3" 3"

12"

6"4"

6" 4"

4/TRIPLE"

6/DOUBLE"

7" 9"3"

3" 10"

3"3"

3" 4" 5"

6"3"

12"

10" 2"

GRTG

8.5

CB GRTG = 8.44

.4'

7.5

8''

9.5

GRTG

8.5

R = 9.23

R = 9.14

R = 9.22

-2 .0

8 5

7''

6''

15"

12"

10" 8"

11" 10"

24/DEAD"

12"

24"

20"W

CLF

O H

4.0

5.0

5.55.5

5.5

18"18" 20"

17"

18"

12/DEAD"

14"

3''

-1 .0

5 5

8''

27"

10/DOUBLE"

5/MULTI"

4/DOUBLE"

10/DOUBLE"

25/TRIPLE" 4"

4"4"

W W

STOP

2''

1''

GAS MARKOUT

2-PE-60#

OHW

4.0

1.0 2.

3.0

3.59 4.0

5.0

5.0 4.0

-1-2 -3 -4

6.0 5.0

5.5

11.2

10.5

8.4

9.7

7.7

9.4

11.0

8.6

8.4 10.2

8.7

11.2

8.8

8.9

16.4

11.5

15.9

16.8

6.6

7.3

6.6

5.1

2.3

9.7

7.5

9.2

8.1

8.2

7.3

6.96.4

6.3

5.8

6.7

8.1

8.4

5.2

6.7

6.2

11.8

12.7

11.6

6.2

5.7

10.0

9.8

9.7

11.8

10.7

9.1

10.3

9.4

9.7

10.4

9.0

9.4

8.9

9.2

8.6

2.5

2.3

4.4

2.5

4.3

7.9

3.2

7.8

8.9

5.9

9.5

5.7

7.3

7.8

8.6

9.8

6.4

9.4

3.7

14.3

14.7

14.4

4.7

13.1

5.4

4.4

4.8

5.5

6.8

6.7

4.5

4.1

4.6

4.8

6.7

7.2

5.3

4.6

5.3

6.3

6.4

7.6

5.1

4.8

7.15.6

3.1

9.8

9.4

14.5

6.7

8.2

5.9

7.3

5.8

7.2

5.8

3.8

6.5

6.2

8.5

11.0

7.7

8.4

10.1

7.3

7.4

5.7

5.6

8.2

7.3

4.8

4.7

7.6

11.4

9.3

5.3

7.5

5.2

7.0 7.54.1

4.4

8.6

8.4

7.1

6.8

5.9

6.4

4.5

5.9

4.6

8.4

7.4

7.9

8.37.2

9.3

4.8

9.1

6.3

4.5

8.4

6.4

4.9

6.2

4.8

12.1

10.1

7.9

11.4

9.6

7.1

4.3

4.9

6.5

5.9

6.7

9.9

10.5

6.2

4.3

4.5

5.3

5.5

3.7

3.6

6.3

3.5

8.2

8.6

5.0

5.9

9.8

6.5

5.2

6.83.3

8.5

5.4

11.2

7.2

5.6

4.7

5.9

9.2

4.5

14.5

15.8

10.5

14.9

15.7

10.7

12.5

7.8

10.5

7.7

2.7

16.6

17.3

15.6

18.1

11.0

4.3

4.2

5.3

2.6

3.7

9.3

8.3

13.5

11.5 16.3

ALL

WALL

WALLS

WALL

ALL

WALL

ALL

WALL

ALL

ALLS

ALL

8.7

15.3

12.1

14.6

15.1

4.5

5.3

6.4

5.3

9.7

8.2

5.7

7.3

5.4

5.9

5.8

6.3

7.9

7.6

5.7

7.8

9.7

11.3

12.6

11.7

9.8

7.9

7.1

6.1

5.4

5.6

11.6

11.4

7.2

5.8

3.3

12.9

5.8

8.4

5.7

4.9

9.8 9.2

4.7

5.1

7.4

8.4

7.4

6.6

7.9

8.3

7.6

7.5

5.8

3.6

2.3

7.4

7.6

11.4

3.4

3.9

3.6

4.3

2.5

3.1

1.9

2.3

3.6

2.8

2.9

4.0

2.5

2.7

3.7

4.3

2.9

4.0

4.3

4.5

2.8

5.3

9.7

9.6

5.1

7.0

3.7

4.5

3.5

3.1

5.0

4.8

3.1

9.5

7.4

8.3

8.2

11.5

6.3

6.7

4.3

8.3

8.1

8.5

12.2

2.6

3.3

1.9

11.6

12.2

2.1

2.7

2.7 3.2

1.9

3.2

2.5

13.4

11.7

5.1

9.8

3.6

3.4

7.7

9.9

13.4

8.7

11.8

12.19.4

8.5

11.3

9.1

7.4

7.8

6.3

9.9

10.6

9.2 15.0

13.7

13.1

10.4

10.3

11.9

11.0

10.1

9.5

-0.6

14.5

9.4

11.6

11.4

14.1

13.5

14.5

10.1

11.1

12.7

10.0

2.9

3.2

ALL

ALLS

WALL

ALL

ALLS

ALL

WALL

3.8

8.1

3.4

5.4

7.4

9.7

6.3

9.2

6.2

7.0

7.2

3.1

7.3

8.2

8.5

3.2

9.1

8.0

6.9

7.3

1.9

2.3

6.5

7.7

5.5

7.1

7.0

6.2

6.4

3.0

2.9

7.2

7.6

6.7

6.9

ALL

WALLS

ALL

WALL

UUU

U U

STOP

ONLY

ONLYBUS E

MATRIX NEW

ORLD ENGINEERING, P.C., SHALL HAVE NO RESPONSIBILITY FOR OR LIABILITY IN CONNECTION W

ITH

THEIR UNAUTHORIZED USE IN ANY MANNER. DOCUMENTS IN MACHINE-READABLE FORM MAY VARY FROM THE HARD

COPIES OF THOSE DOCUMENTS FOR MANY REASONS INCLUDING, BUT NOT LIMITED TO, DEFECTS OR VARIATIONS IN

HARDW

ARE OR SOFTW

ARE, AND/OR INTENTIONAL OR UNINTENTIONAL ALTERATION OF DESIGN INFORMATION BY

THE RECIPIENT. ACCORDINGLY, MATRIX NEW

ORLD ENGINEERING, P.C., MAKES NO W

ARRANTIES, GUARANTEES

OR REPRESENTATIONS, EXPRESS OR IMPLIED W

ITH REGARD TO THE ACCURACY, RELIABILITY, SUITABILITY OR

FITNESS OF THE MACHINE-READABLE INFORMATION. THE HARD COPY OF THE DESIGN DOCUMENT IN MATRIX NEW

W ORLD ENGINEERING, P.C.'S POSSESSION SHALL BE CONSIDERED THE DEFINITIVE VERSION OF THE DOCUMENT.

C B

1.70 1.90

1.60 1.50

1.80

1.40

1.30

1.20

1.10

3.10

3.90

3.80

3.70

3.60

3.50

3.40

3.30 3.20

4.10

2.40

3.20

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N U

E N

O R

K, N

O R

Y O

R K

C O

B K.

B U

, N Y

SCALE: 1" = 20'

PLAN - QUINTARD STREET NORTHJ1

PLAN

NORTH

20' 40'0

FULL DEPTH ASPHALT PAVEMENT

(SEE DETAIL ON DWG C506)

NOTES:

1. PAVEMENT CORES SHOULD BE

TAKEN PRIOR TO EXCAVATION IN

ORDER TO MATCH EXISTING

CONDITIONS UPON REPAVING.

2. ASPHALT GRADE TO MATCH

EXISTING GRADE UNLESS

INDICATED OTHERWISE.

3. ALL PAVEMENT, CURB AND

SIDEWALK RESTORATION SHALL

BE IN CONFORMANCE WITH

NYCDOT STANDARD DETAILS OF

CONSTRUCTION AND HIGHWAY

SPECIFICATIONS. CONTRACTOR

SHALL PROVIDE SHOP DRAWINGS

FOR ALL REQUIRED MATERIALS

FOR APPROVAL BY THE

CONTRACTING OFFICER PRIOR TO

INSTALLATION.

4. SIGNAGE AND STRIPING TO MATCH

EXISTING CONDITIONS UNLESS

OTHERWISE NOTED, AND MUST

CONFORM TO NYC DOT

STANDARDS. CONFORMANCE TO

UPDATED NYC DOT STANDARDS

SHOULD TAKE PRECEDENT OVER

MATCHING EXISTING CONDITIONS.

SCALE: 1" = 20'

PLAN - PEARSALL STJ7

PLAN

NORTH

20' 40'0

PEARSALL ST

ES ST

VULCAN ST

SCALE: 1" = 20'

PLAN - MALLORY AVENUEB1

PLAN

NORTH

20' 40'0 SCALE: 1" = 20'

PLAN - AGNES PLACEB10

PLAN

NORTH

20' 40'0

MCLAUGHLIN ST

ES PL

MALLORY AVE

S T

ACCESSWAY WITH

CONCRETE PAVERS

(SEE DETAIL ON DWG C504)

ACCESSWAY WITH GRAVEL

(SEE DETAIL ON DWG C504)

D . S

C . L

R G

CP101

RESTORE TO EXISTING

KEY PLAN

RE-INSTALL EXISTING GATE (TYP)

STANDARD DROP CURB

(SEE NYCDOT DWG #H-1035)

ASPHALT PATH

(SEE DETAIL ON DWG C506)

STEEL GUIDE RAIL (TYP)

(SEE NYC PARKS STD DETAIL 38)

RE-INSTALL EXISTING BOULDERS (TYP)

CONCRETE CURB

(SEE NYCDOT DWG #H-1044)

FULL DEPTH ASPHALT PAVEMENT

(SEE DETAIL ON DWG C506)

ACCESSWAY WITH

CONCRETE PAVERS

(SEE DETAIL ON DWG C504)

CONCRETE SIDEWALK

(SEE NYCDOT DWG #H-1045)

CONCRETE CURB

(SEE NYCDOT DWG #H-1044)

ACCESSWAY WITH

CONCRETE PAVERS

(SEE DETAIL ON DWG C504)

ACCESSWAY WITH GRAVEL (TYP)

(SEE DETAIL ON DWG C504)

FULL DEPTH ASPHALT PAVEMENT

(SEE DETAIL ON DWG C506)

CONCRETE SIDEWALK

(SEE NYCDOT DWG #H-1045)

CONCRETE CURB (TYP)

(SEE NYCDOT DWG #H-1044)

FULL DEPTH ASPHALT PAVEMENT

(SEE DETAIL ON DWG C506)

ACCESSWAY WITH

CONCRETE PAVERS

(SEE DETAIL ON

DWG C504)

ACCESSWAY WITH GRAVEL (TYP)

(SEE DETAIL ON DWG C504)

2D S2

C O

O R

M R

H O

R E

O F

D , N

O R

D R

A D

, 1

D . S

C . L

R G

CP101

LIMIT OF MILLING AND OVERLAY

(SEE TOP COURSE DETAIL ON DWG C506)

LIMIT OF MILLING AND OVERLAY

(SEE TOP COURSE DETAIL

ON DWG C506)

ACCESSWAY WITH GRAVEL (TYP)

(SEE DETAIL ON DWG C504)

BOLLARD (TYP)

(SEE DETAIL ON DWG C505)

LIMIT OF MILLING AND OVERLAY

(SEE TOP COURSE DETAIL ON DWG C506)

LIMIT OF MILLING AND OVERLAY

(SEE TOP COURSE DETAIL ON DWG C506)

MAILBOXES TO BE PROTECTED

DURING CONSTRUCTION (TYP)

RESTORE PARKING STRIP TO

EXISTING CONDITIONS

CONCRETE SIDEWALK

(SEE NYCDOT DWG #H-1045)

RESTORE TO EXISTING

RESTORE EXISTING DPR SIGNAGE

- R

AutoCAD SHX Text

POOL

AutoCAD SHX Text

POOL

AutoCAD SHX Text

ROCKS

AutoCAD SHX Text

ROCKS

AutoCAD SHX Text

POOL

AutoCAD SHX Text

POOL

AutoCAD SHX Text

POOL

AutoCAD SHX Text

CONC

AutoCAD SHX Text U/C

AutoCAD SHX Text

CONC

AutoCAD SHX Text

POOL

AutoCAD SHX Text

POOL

AutoCAD SHX Text

POOL

AutoCAD SHX Text

POOL

AutoCAD SHX Text

POOL

AutoCAD SHX Text

POOL

AutoCAD SHX Text

POOL

AutoCAD SHX Text

POOL

AutoCAD SHX Text

POOL

AutoCAD SHX Text

POOL

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

POOL

AutoCAD SHX Text

POOL

AutoCAD SHX Text

POOL

AutoCAD SHX Text

POOL

AutoCAD SHX Text

POOL

AutoCAD SHX Text

POOL

AutoCAD SHX Text

POOL

AutoCAD SHX Text

POOL

AutoCAD SHX Text

POOL

AutoCAD SHX Text

POOL

AutoCAD SHX Text

POOL

AutoCAD SHX Text

POOL

AutoCAD SHX Text

POOL

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

POOL

AutoCAD SHX Text

POOL

AutoCAD SHX Text

POOL

AutoCAD SHX Text

POOL

AutoCAD SHX Text

POOL

AutoCAD SHX Text

POOL

AutoCAD SHX Text

POOL

AutoCAD SHX Text 2.9

AutoCAD SHX Text

W.EL.

AutoCAD SHX Text

ROCKS

AutoCAD SHX Text U/C

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

ROCK

AutoCAD SHX Text

ROCKS

AutoCAD SHX Text 2.1

AutoCAD SHX Text

W.EL.

AutoCAD SHX Text 2.0

AutoCAD SHX Text

W.EL.

AutoCAD SHX Text 2.8

AutoCAD SHX Text

W.EL.

AutoCAD SHX Text 2.9

AutoCAD SHX Text

W.EL.

AutoCAD SHX Text

CONC

AutoCAD SHX Text 1.9

AutoCAD SHX Text

W.EL.

AutoCAD SHX Text

POOL

AutoCAD SHX Text

POOL

AutoCAD SHX Text

POOL

AutoCAD SHX Text

POOL

AutoCAD SHX Text 1.9

AutoCAD SHX Text

W.EL.

AutoCAD SHX Text 3.1

AutoCAD SHX Text

W.EL.

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

ROCK

AutoCAD SHX Text

ROCKS

AutoCAD SHX Text

WALL

AutoCAD SHX Text

WALLS

AutoCAD SHX Text

ROCK

AutoCAD SHX Text

ROCK

AutoCAD SHX Text

POOL

AutoCAD SHX Text

CONC

AutoCAD SHX Text

BIT

AutoCAD SHX Text

BIT

AutoCAD SHX Text

ROCKS

AutoCAD SHX Text

ROCKS

AutoCAD SHX Text

ROCKS

AutoCAD SHX Text

POOL

AutoCAD SHX Text

POOL

AutoCAD SHX Text

POOL

AutoCAD SHX Text

ROCKS

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

BIT

AutoCAD SHX Text 2.0

AutoCAD SHX Text

W.EL.

AutoCAD SHX Text 2.1

AutoCAD SHX Text

W.EL.

AutoCAD SHX Text 1.8"

AutoCAD SHX Text

WATER EL.

AutoCAD SHX Text 2.5

AutoCAD SHX Text

W.EL.

AutoCAD SHX Text 2.5

AutoCAD SHX Text

W.EL.

AutoCAD SHX Text 2.5

AutoCAD SHX Text

W.EL.

AutoCAD SHX Text 2.2

AutoCAD SHX Text

W.EL.

AutoCAD SHX Text U/C

AutoCAD SHX Text

ROCKS

AutoCAD SHX Text

CONC

AutoCAD SHX Text

POOL

AutoCAD SHX Text

AutoCAD SHX Text 3' Iron Fence

AutoCAD SHX Text 3' Iron Fence On Concrete Curb

AutoCAD SHX Text Guard Rail

AutoCAD SHX Text Above

AutoCAD SHX Text Ground

AutoCAD SHX Text Pool

AutoCAD SHX Text 10.5' x 22.5'

AutoCAD SHX Text x

9.4 8.8

8.9

11.5

15.8

8/DOUBLE"

6" 4"

5"3"3" 3" 3" 4"

12"

6"4"

6" 4"

4/TRIPLE"

6/DOUBLE"

3" 6"4"

3"7"2"

7" 9"

4" 3" 12"

8" 7"10"

3" 10"

3"3"

3" 4" 5"

6"3"

12"

10" 2"

12"

8" 12"

GRTG =

8.5

8.9

9.13

9.0

9.5

9.6 9.9

9.7

9.6

8.7

10.0

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

9.8

14.1

9.26

9.6

9.7

9.9

9.6

9.5

9.4 9.5

9.4

9.8

9.9

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

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

GRTG =

8.5

R = 9.23 S

R = 9.14

R = 9.02

R = 9.22

I = -5.3

SAN

SDI =

-4

I = -1.1

I = -1.2

I = -0

.7I = -5.3

I = -5.4

TOB = 4.6

CIRC 2001 RCP 24"

FT 2001 RC 108"X60"

SAN

MH SHOWN PER AS-BUILT REF.

MH SHOWN PER AS BUILT SEWER REF.

PER AS BUILT SEWER REF

TWIN 9-0'W X 5'-6"H RCBC

0+00

1+00 1+30

3.5 97.

.013

-0 .6

0 6.0

8.0 6.0

-1 .0

3.0

3.5

3.0

2.0

1.0

-2 .0

-1 .00.

-0.6

10.0

4" 4"

10"

12" 12"

10"

12"

10"

7.8 7.8

7.5 6.9

7.1

85 6.9

7.1

7.9 7.8

5.9

6.3

6.8 7.4

7.1

6.6 6.2

6.1

4.0 -1

.4 -1

.8 -1

-1 .8

-1.7

-1.8

-1.6

-1.5

-1 .6 -1

1.0

0.0 -0.6

-0.8 -1.7

-1.1

-1 .3

-1.3 -1.3

-1.4

-0.30.4

-0.1

-0 .3

2.2 3.4

6.67.0

8.1

7.2

8.0

7.3

7.9

7.57.7 9.3

7.8 7.5

7.7

7.9

7.8 7.7

8.4

8.6

8.2

8.47.9

8.2

-1.0

-1 .2

-0.9

-0.2

0.5

-0.70.6

0.6

2.5

6.44

6.4

6.5

5.7

4.4

4.8

5.66.3

3.0

0.3

2.8

11.1''

T = -2.5

T = -2.1

I = -1.37

PER

EP R

EF (APPR

O X)

C 1974 R

C P 30"

SANSANSAN

APPROX. PER AS-BUILT REF

CIRC 1937 RCP 27"

T = -2.1

APPROX. MH SHOWN

PER AS-BUILT REF.

NOT FOUND ON SITE

I = -6.2

I = -6.4

I = -6.9

I = -6.4

54" PIPE

3.7

3.6

CALCED I =

-2.3

CALCED I =

-2.4

0+00

1+00 1+50

-4.0

9.0

6.0 4.0

5.0 7.0

8.0

-3.0 -4.0

-5.0

-10

-5

-10

-5

-0+10 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+30

O N

C H

R N

O . 1

: 9 .9

'-6 "W

'-6 "H

F .T

.R .C

O U

(5 '-6

"W X

'-0

"H F

.T .R

N E)

O U

-1

(E X.

'-6

"W X

'-6

"H F

.T .R

(B U

F O

E 8'

-6 "W

'-6 "H

F .T

.R .C

O U

-1

(B U

F O

'-0 "W

'-6 "H

F .T

.R .C

-10

-5

-10

-5

-0+10 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+50

O N

C H

R N

O . 2

: 8 .3

'-0 "W

'-9 "H

R .C

. S

. S W

N E)

(E X.

'-0

"W X

'-6

"H F.

.C . D

M . S

W R

(E X.

'-6

" X

'-6 "H

R .C

. S

. S W

N W

U T:

-2 .0

'-0 "W

'-0 "H

R .C

. D B

. S W

O U

-2

(B U

F O

E 9'

-6 "W

'-0 "H

F .T

.R .C

. S

. S W

10''

22''

16''

7''

8''

7''

14''

8''

6''

18''

10''

20''

14''

8''

20''

6'' 6''

14''

18''

9''

14''

10''

14''

12''

10''

6''

18''

11''

11'' 14''

11''

8''

6''

12''

6''

10''

12''

10''

12''

8''

18''

10''

12'' 30''

6''

10''

10'' 8''

7''

6''

10''

12'' 19''

13''

18''

12''

10''

8''

12''

10''

30'' 16''

6''

14''

12'' 12''

6''

14''

8''

4''

14''

6''

7''

8''

14''

10''

8''

14''

8'' 10''

28''

10''

48''

32''

24''

22'' 26''

30''

22''

10''

8''

10''

6''

11.2

10.5

8.4

9.7

7.7

9.4

11.0

8.6

8.4 10.2

8.7

11.2

8.8

8.9

16.4

11.5

15.9

16.8

6.6

7.3

6.6

5.1

2.3

9.7

7.5

9.2

8.1

8.2

7.3

6.96.4

6.3

5.8

6.7

8.1

8.4

5.2

6.7

6.2

11.8

12.7

11.6

6.2

5.7

10.0

9.8

9.7

11.8

10.7

9.1

10.3

9.4

9.7

10.4

9.0

9.4

8.9

9.2

8.6

2.5

2.3

4.4

2.5

4.3

7.9

3.2

7.8

8.9

5.9

9.5

5.7

7.3

7.8

8.6

9.8

6.4

9.4

3.7

14.3

14.7

14.4

4.7

13.1

5.4

4.4

4.8

5.5

6.8

6.7

4.5

4.1

4.6

4.8

6.7

7.2

5.3

4.6

5.3

6.3

6.4

7.6

5.1

4.8

7.15.6

3.1

9.8

9.4

14.5

6.7

8.2

5.9

7.3

5.8

7.2

5.8

3.8

6.5

6.2

8.5

11.0

7.7

8.4

10.1

7.3

7.4

5.7

5.6

8.2

7.3

4.8

4.7

7.6

11.4

9.3

5.3

7.5

5.2

7.0 7.54.1

4.4

8.6

8.4

7.1

6.8

5.9

6.4

4.5

5.9

4.6

8.4

7.4

7.9

8.37.2

9.3

4.8

9.1

6.3

4.5

8.4

6.4

4.9

6.2

4.8

12.1

10.1

7.9

11.4

9.6

7.1

4.3

4.9

6.5

5.9

6.7

9.9

10.5

6.2

4.3

4.5

5.3

5.5

3.7

3.6

6.3

3.5

8.2

8.6

5.0

5.9

9.8

6.5

5.2

6.83.3

8.5

5.4

11.2

7.2

5.6

4.7

5.9

9.2

4.5

14.5

15.8

10.5

14.9

15.7

10.7

12.5

7.8

10.5

7.7

2.7

16.6

17.3

15.6

18.1

11.0

4.3

4.2

5.3

2.6

3.7

9.3

8.3

13.5

11.5 16.3

ALL

WALL

WALLS

WALL

ALL

WALL

ALL

WALL

ALL

ALLS

ALL

8.7

15.3

12.1

14.6

15.1

4.5

5.3

6.4

5.3

9.7

8.2

5.7

7.3

5.4

5.9

5.8

6.3

7.9

7.6

5.7

7.8

9.7

11.3

12.6

11.7

9.8

7.9

7.1

6.1

5.4

5.6

11.6

11.4

7.2

5.8

3.3

12.9

5.8

8.4

5.7

4.9

9.8 9.2

4.7

5.1

7.4

8.4

7.4

6.6

7.9

8.3

7.6

7.5

5.8

3.6

2.3

7.4

7.6

11.4

3.4

3.9

3.6

4.3

2.5

3.1

1.9

2.3

3.6

2.8

2.9

4.0

2.5

2.7

3.7

4.3

2.9

4.0

4.3

4.5

2.8

5.3

9.7

9.6

5.1

7.0

3.7

4.5

3.5

3.1

5.0

4.8

3.1

9.5

7.4

8.3

8.2

11.5

6.3

6.7

4.3

8.3

8.1

8.5

12.2

2.6

3.3

1.9

11.6

12.2

2.1

2.7

2.7 3.2

1.9

3.2

2.5

13.4

11.7

5.1

9.8

3.6

3.4

7.7

9.9

13.4

8.7

11.8

12.19.4

8.5

11.3

9.1

7.4

7.8

6.3

9.9

10.6

9.2 15.0

13.7

13.1

10.4

10.3

11.9

11.0

10.1

9.5

-0.6

14.5

9.4

11.6

11.4

14.1

13.5

14.5

10.1

11.1

12.7

10.0

2.9

3.2

ALL

ALLS

WALL

ALL

ALLS

ALL

WALL

3.8

8.1

3.4

5.4

7.4

9.7

6.3

9.2

6.2

7.0

7.2

3.1

7.3

8.2

8.5

3.2

9.1

8.0

6.9

7.3

1.9

2.3

6.5

7.7

5.5

7.1

7.0

6.2

6.4

3.0

2.9

7.2

7.6

6.7

6.9

ALL

WALLS

ALL

WALL

UUU

U U

13"

8/DOUBLE"6"

4" 5"

12"

3"4"

4" 6"

6"4"

4"4/TRIPLE"

6/DOUBLE"

10"

12"

11"

6" 6"

12"12"

10"

4" 12"

10"

2"2"3"

3"6"4"

3"7"2" 7"

9"4"

3" 12"8"

3" 10"

3"3" 4"

6" 6"3"

12" 10"

12"

2" 2"

15"

12"

10"

11"

10"

24/DEAD"

12"24"

20"

18"

20"

17"

18"

20"

14"

12/DEAD"

27"

6"10/DOUBLE"8"

5/MULTI"

4/DOUBLE"

10/DOUBLE"

25/TRIPLE"

8" 12"8"

11"

6"8"

8"5"

6"4"

4" 5"

4/DOUBLE"

10/FALLEN"

30"

15"

14"

10/FALLEN"

12"

14"

8" 8"

15"

20"

8" TRIPLE

12"

15"

30"

40X30" TWIN

18"

12/8" TWIN

TREE DECIDUOUS

4" 8"

12"

10"

6" 2" 9"

13"

18"

STOP

ONLY

ONLYBUS E

6.3'' 3.5'' 12'' 3.5''

8'' 4.8'' 7.2''

12.5'' 11.3'' 18'' 2''

14.4''

6.9''

14.5''

10.9''

4.7''

5.3''

22.8''

9.8''

24.7''

16''

7''

9.3''

9'' 10.6''

7.3''

12.4''

16.2''

17.5'' 14.7''

6.4''

6''

18.8''

17'' 12''

10.5'' 9.5''

16.5'' 6.7''

6.3''

7.5''

9.2''

13.2''

7.1''

15''

12.1''

37''

3''

24.5''

7.5''

13.4''

19'' 13.2''

11.4''

7.5''

9.2''

6.2''

7.7''

8.4'' 9.3''

7.3''

12.8''

11''

10''

14.6''

13.3''

12.3''

12.4''

6.2''

14.1''

12.1''

8.3''

17.1'' 23''

7.5''

6.9''

6.8''

13.2''

13.5''

8''

9.2''

9.3'' 11.4''

14.2''

6.8'' 10.8'' 14.8''

6.6''

6''

9.8'' 11.9''

11''

10.9''

25.1''

11.1''

12''

7''

13.7''

12.9''

8''

9.1'' 9.5''

9.5''

7.5''

11.7''

12.7''

7.5''

6.7''

10.8''

11''

11.8''

11.1''

8''

8.1''

12.6''

8'' 6.5'' 8.3''

10.5''

28''

24''

8.7'' 6.6''

8.9''

21.7''

13.6''

16.5''

27''

10.1''

7.5''

27.6''

12.8''

44''

23.6''

9''

6.7''

12.5''

16.4''

19''

6.8''

6.5''

10.3''

7.1''

7.2''

12.1''

5''

14''

BLOCK 3417

BLOCK 3500

BLOCK

BLOCK 3407

BLOCK 3500

BLOCK 3491 BLOCK 3491

BLOCK 3491

BLO

K 3406

BLOCK 3408

BLOCK 3416

BLOCK 3415

BLOCK 3413

BLOCK 3427

BLOCK 3413

BLOCK 3414

BLOCK 3410

BLOCK 3405

BLOCK 3404

BLOCK 3417

BLOCK 3423

BLOCK 3418

BLOCK 3417

BLOCK 3422

C K

BLOCK 3491

BLOCK 3407

BLOCK 3408

BLOCK 3491

BLOCK 3416

BLO

K 3406

BLOCK 3500

C K

BLOCK 3491

BLOCK 3415

BLOCK 3414

BLOCK 3418

BLOCK 3423

BLOCK 3417

BLOCK 3422

BLOCK 3423

BLOCK 3417

BLOCK 3415

BLOCK 3408

BLOCK 3415

BLOCK 3410

BLOCK 3405

BLOCK 3404

BLOCK 3405

BLOCK 3407

BLOCK 3491

BLOCK 3427

GRTG = 8.57

GRTG = 8.44

R = 9.23

SR = 9.14

R = 9.02

R = 9.89

R = 10.37

R = 9.22

R = 11.17

W C

GRTG = 8.20

2-PE-60#-D

8-PE-6 W

-R

8" 1997 D

8" 1997 DIP

MATRIX NEW

ORLD ENGINEERING, P.C., SHALL HAVE NO RESPONSIBILITY FOR OR LIABILITY IN CONNECTION W

ITH

THEIR UNAUTHORIZED USE IN ANY MANNER. DOCUMENTS IN MACHINE-READABLE FORM MAY VARY FROM THE HARD

COPIES OF THOSE DOCUMENTS FOR MANY REASONS INCLUDING, BUT NOT LIMITED TO, DEFECTS OR VARIATIONS IN

HARDW

ARE OR SOFTW

ARE, AND/OR INTENTIONAL OR UNINTENTIONAL ALTERATION OF DESIGN INFORMATION BY

THE RECIPIENT. ACCORDINGLY, MATRIX NEW

ORLD ENGINEERING, P.C., MAKES NO W

ARRANTIES, GUARANTEES

OR REPRESENTATIONS, EXPRESS OR IMPLIED W

ITH REGARD TO THE ACCURACY, RELIABILITY, SUITABILITY OR

FITNESS OF THE MACHINE-READABLE INFORMATION. THE HARD COPY OF THE DESIGN DOCUMENT IN MATRIX NEW

W ORLD ENGINEERING, P.C.'S POSSESSION SHALL BE CONSIDERED THE DEFINITIVE VERSION OF THE DOCUMENT.

R = 10.97

R = 4.54

R = 5.12

R = 5.58

R = 5.15

R = 4.40

GAS M

ARKOUT

OHW

3-4/OAL,70'

2-PE-60#

6-PE-6 W

C-RET

6-PE-6 WC-RET

2-PE-60#

8" 1990 DIP

GAS MARKOUT

4-ST-6 WC-RET

R = 4.28

R = 3.84

R = 4.75

AS M

U T

2-PE-60#

PER REF

8" 0 CIP APPROX. AS PER DEP REF

8" 2016 D

6-ST-6 W

-R

4-ST-6 WC-RET

R = 4.96

R = 6.81

R = 6.52

R = 5.90

2-PE-60#

6-ST-6 W

-R

RET-6-PE-6 WC-RET

2-PE-60#

RET-6-CI-6 W

C-RET

2-PE-60#

R = 5.45

R = 5.83

8" 2016 DIP

8" 1990 DIP

MH AS PER REF

8" 2016 D

6-PE-6 WC-RET

AS M

U T

2-PE-60#

8" 1990 DIP

GAS M

ARKOUT

GAS MARKOUT

4-PE-6 W

C-RET

4-PE-6 WC-RET

2-PE-60#

6-PE-6 WC-RET

4-CI-6 W

C-RET

2" 1989 DIP APPROX

8" 1989 DIP

8" 1941 LCP

PRIVATE WATER MAIN

8" 1995 DIP

8" 2016 DIP

6-CI-6 W

C-RET

2-PE-60#

OHW

FH OHW

2-PE-60#

R = 5.77

R = 10.85

4-PE-6 W

C-RET

8" 2002 DIP OHW

OHW

R = 5.06

R = 4.83

R = 5.25

R = 5.61

GRTG = 3.74

R = 4.41

R = 8.75

R = 6.97

6-PE-6 WC-RET

4-PE-60#

4-CI-6 WC-RET

SI10440

4-PE-60#

4-CI-6 WC-RET

SI10441

4-PE-60#

8" 1928 CIP

T-34797

3-4/0AL,101'

3-4/0AL,111'

OHW OHW

8" 2001 DIP

RET 6"MD LP

6-D

B-FS-M

-LP/011

6-DB-FS-MD-LP/011

1-2/0,92'

O H

W O

3-2 D

,H D

P,66'

3-2 D

,H D

P,45'

3-2 D

,H D

P,36'

3-2 D

,H D

P,32'

O H

W O H

W O

H W O

H W

O H

W O H

HW O

H W

O H

W OHW

3-2/0,1-4,113'

4-4/0AL,63'

4-4/0AL,93'

U P#36786

3-4/0AL,99'

UP#24099

UP#23110

3c4/0AL,68'

3-4/0AL,129'

75 A o DV422

ECSP

U P#40073

U P#4113

1-2/0,108' 2-4,1-2/0,120'

12" 1940 LC

P W

ATER

16" 1962 LCP WATER

8" 2001 DIP WATER 12" 1994 DIP W

ATER

12" 1994 DIP W

ATER

6-DB-FS-MD-LP/011

C 1'6" PLATE

6-PE-6W

6-CI-6-PE-6W

C(RET)

12-ST-6 W

6-CI-6-PE-6W(RET)

6-C

I-6-PE-6W

ET)

8PE-6 WC

ELEC

O N

NOTE: NO SEW

ER RECORDS FOR THIS AREA

GRTG = 6.85

ELEC CONDIUT

COMM CONDIUT

R = 5.99

R = 6.08

R = 6.11

C B

GRTG = 5.38

8ST-6 WC-RET

8ST-6 W

-R

8PE-6 W

8ST-6 WC-RET

12ST-6 W

R = 7.58

R = 7.74

R = 7.35

C B

C B S

R = 6.44

R = 6.40

R = 6.61

R = 7.82

R = 7.44

GRTG = 6.65

GRTG = 6.97

ELEC

LIG

ELEC

AFFIC

LIG

H T

AFFIC

LIG

H T

GRTG = 5.65

UP#24164

R = 8.72

FHW

C B

GRTG = 5.60

R = 6.27

R = 6.84

R = 6.21

GRTG = 5.90

R = 8.39

R = 8.65

HW O

H W

OHW

S W

123' DL 4W

FDNY

14' 4-W

FDNY

83' D L 4-W

12" WATER PER AS-BUILT

6" WATER

WATER

PER AS-BUILT

C B

1.70 1.90

1.60 1.50

1.80

1.40

1.30

1.20

1.10

3.10

3.90

3.80

3.70

3.60

3.50

3.40

3.30 3.20

4.10

2.40

3.20

C :\B

M S\

-P

W -J

N O

S-

0\ C

W G

/1 9/

_N C

S_ 4_

M O

N O

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N U

E N

O R

K, N

O R

Y O

R K

C O

B K.

B U

, N Y

SCALE: 1" = 20'

PLAN - QUINTARD ST NORTHJ1

SCALE: 1" = 20'

PLAN - QUINTARD ST SOUTHJ10

PLAN

NORTH

20' 40'0

PLAN

NORTH

20' 40'0

SCALE: HORIZONTAL 1" = 20' VERTICAL 1" = 5'

PROFILE - QUINTARD ST NORTHA1

0 5' 10'20' 40'0 SCALE: HORIZONTAL 1" = 20' VERTICAL 1" = 5'

PROFILE - QUINTARD ST SOUTHA10

0 5' 10'20' 40'0

BOX SEWER NO. 1

5'-6"W x 3'-0"H F.T.R.C. STM. SWR.

SEE PROFILE BELOW AND DETAIL

ON DWG. S-104

HEADWALL NO. 1

WITH FLAP GATE

SEE DWG. S-101

JUNCTION CHAMBER NO. 1

SEE DWGS. S-102 AND S-103

WEIR CHAMBER NO. 1

SEE DWG. S-105

BOX SEWER NO. 2

8'-0"W x 4'-9"H F.T.R.C. STM. SWR.

SEE PROFILE BELOW AND DETAIL

ON DWG. S-104

JUNCTION CHAMBER NO. 2

WITH FLAP GATE

SEE DWGS. S-107 AND S-108

EXISTING GRADE

FINAL GRADE

HEADWALL NO. 1

SEE DWG. S-101

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.

INV. 1.14'

WEIR CHAMBER NO. 1

SEE DWG. S-105

EXISTING GRADE

FINAL GRADE

2D S2

C O

O R

M R

H O

R E

O F

D , N

O R

D R

A D

, 1

D . S

R G

A N

D P

R O

Q U

R D

S T

N O

A N

D S

O U

CU101

30" SAN. SWR.

INV. -6.74'

30" SAN. SWR.

SEE PROFILE ON DWG CU115

80'

SLOPE = 0.0008

46'

SLOPE = 0.0029

8'-0"W x 4'-9"H F.T.R.C.

STM. SWR. ON PILES

(SEE S-104 FOR

PILE SPACING AND TYPE)

EXISTING 9'-6"W x 5'-6"H

F.T.R.C. STM. SWR.

EXISTING DB 9'-0"W x 5'-6"H F.T.R.C. STM. SWR.

EXISTING DB 9'-0"W x

6'-0"H F.T.R.C. STM. SWR.

EXISTING 9'-6"W x 5'-6"H

F.T.R.C. STM. SWR.

EXISTING 27" SAN. SWR.

CMU BULKHEAD FOR FUTURE

11'-0"W x 5'-6"H F.T.R.C. STM. SWR.

SEE DWG. S-107

CMU BULKHEAD FOR FUTURE

9'-6"W x 6"-0"H F.T.R.C. STM. SWR.

CMU BULKHEAD FOR FUTURE

11'-0"W x 5'-6"H F.T.R.C.

STM. SWR.

CMU BULKHEAD

FOR FUTURE

8'-6"W x 5'-6"H F.T.R.C.

STM. SWR.

5'-6"W x 3'-0"H F.T.R.C.

STM. SWR. ON PILES

(SEE S-102 FOR

PILE SPACING AND TYPE)

KEY PLAN

PERMANENT

POOL

EL. -0.66

EXTENDED

DETENTION

EL. 3.59

4' -7

3' -3

8' -5

5' -5

EXISTING 24" R.C.P.

CLASS IV SAN. SWR.

24" SAN. SWR.

SEE DWG. CU118

24" SAN. SWR.

INV. -5.48'

5'-6"

CCTV 185 LF OF EXISTING

24" SAN. SWR. FROM

NEAREST U/S MH TO

NEAREST D/S MH

CCTV 390 LF OF EXISTING

6'-6"W x 5-6"W STM. SWR.

FROM NEAREST U/S MH TO

NEAREST D/S MH

CCTV 570 LF OF EXISTING

9'-0"W X 6'-0"H/9'-0"W X

5'-6"H DOUBLE BARELL

STM. SWRS. FROM

NEAREST U/S MH TO

NEAREST D/S MH

CCTV 65 LF OF EXISTING 27"

SAN. SWR. FROM NEAREST U/S

MH TO NEAREST D/S MH

CCTV 355 LF OF EXISTING 9'-6" x

5'-6" STM. SWR. FROM NEAREST

U/S MH TO NEAREST D/S MH

FOOTING

INV. -0.66'

CCTV 750 LF OF EXISTING

9'-0"W X 6'-0"H/9'-0"W X

5'-6"H DOUBLE BARREL

STM. SWRS. FROM

NEAREST U/S MH TO

NEAREST D/S MH

5'-6"W x 3'-0"H

FLAP GATE

8'-0"W x 4'-9"H

FLAP GATE

- R

SAN SAN SAN SAN SAN SAN SAN SAN SAN

SAN

CIRC 1939 VCP 18"

PER DEP REF

CIRC 1937 RCP 27"

I = -5.0

I = -5.3 I = -5.3

I = -4

I = -5.0 I = -4.4I = -4.4

I = -3.5

I = -5.2

W E

EEEEEEEEEEEEEE

E E

E E E

E E

3-4/OAL,70'

2-PE-60#

COMM COMMCOMMCOMMCOMMCOMM

" U

N K

8" 1990 D

CIRC 1945 VCP 12"

R A

R D

6''

5.3

5.2

L 4.63

4.39

4.49 7.8

8.3

9.2

5.3

5.2

8.4 6.76.7

5.45.45.45.5

5.7 5.6 5.9 6.0 5.9

5.6 5.1

5.0 5.2

6.0 6.1 6.0 6.3

0 7.2

6.37.5

4.5

3.9

4.1

4.7

5.0

6.2

2.8

4.6

2.9

4.7

2.8

5.9

6.3

6.4

6.6

8.8

8.4

4.6

5.3

4.1

5.0

CLF

27001

5.09

TRV27/XCUT

8 5

3+00.060+00 1+00 2+00 3+00

SAN

W W W W W WW

W W W W W W

-1-4 -5

-3

4.0

5.0

-2

5.5 5.5

5.5

-15

-10

-5

-15

-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

O N

C H

R N

O . 5

: 5 .3

0" W

8" N

U T:

-0 .4

8" S

O N

C H

R N

O . 7

: 5 .5

: 0 .0

0" N

U T:

8" S

H O

-3 O

N P

: 5 .9

: 1 .8

2" W

: 1 .8

2" E

U T:

0" S

H O

E D

W G

. S -1

+2 2.

: 5

(4 8"

: 1

(1 2"

: 1

(1 2"

O U

-0

(4 8"

-15

-10

-5

-15

-10

-5

-0+10 0+00 0+20 0+40 0+60

O N

C H

R N

O . 5

: 5 .3

0" W

8" N

U T:

-0 .4

8" S

'-0

" D

H O

A-

O N

+0 0.

: 5

: 1

(1 2"

O U

-0

(3 0"

MATRIX NEW

ORLD ENGINEERING, P.C., SHALL HAVE NO RESPONSIBILITY FOR OR LIABILITY IN CONNECTION W

ITH

THEIR UNAUTHORIZED USE IN ANY MANNER. DOCUMENTS IN MACHINE-READABLE FORM MAY VARY FROM THE HARD

COPIES OF THOSE DOCUMENTS FOR MANY REASONS INCLUDING, BUT NOT LIMITED TO, DEFECTS OR VARIATIONS IN

HARDW

ARE OR SOFTW

ARE, AND/OR INTENTIONAL OR UNINTENTIONAL ALTERATION OF DESIGN INFORMATION BY

THE RECIPIENT. ACCORDINGLY, MATRIX NEW

ORLD ENGINEERING, P.C., MAKES NO W

ARRANTIES, GUARANTEES

OR REPRESENTATIONS, EXPRESS OR IMPLIED W

ITH REGARD TO THE ACCURACY, RELIABILITY, SUITABILITY OR

FITNESS OF THE MACHINE-READABLE INFORMATION. THE HARD COPY OF THE DESIGN DOCUMENT IN MATRIX NEW

W ORLD ENGINEERING, P.C.'S POSSESSION SHALL BE CONSIDERED THE DEFINITIVE VERSION OF THE DOCUMENT.

10''

22''

16''

7''

8''

7''

14''

8''

6''

18''

10''

20''

14''

8''

20''

6'' 6''

14''

18''

9''

14''

10''

14''

12''

10''

6''

18''

11''

11'' 14''

11''

8''

6''

12''

6''

10''

12''

10''

12''

8''

18''

10''

12'' 30''

6''

10''

10'' 8''

7''

6''

10''

12'' 19''

13''

18''

12''

10''

8''

12''

10''

30'' 16''

6''

14''

12'' 12''

6''

14''

8''

4''

14''

6''

7''

8''

14''

10''

8''

14''

8'' 10''

28''

10''

48''

32''

24''

22'' 26''

30''

22''

10''

8''

10''

6''

ALL

WALL

WALLS

WALL

ALL

WALL

ALL

WALL

ALL

ALLS

ALL

ALLS

WALL

ALL

ALLS

ALL

WALL

ALL

WALLS

ALL

WALL

UUU

U U

S T

M C

S T

LAVA ST

LANSING ST

QUINCY AVE

FR CAPODANNO BLVD

SOUTH BEACH AVE

BALFOUR ST

WILLS PL

AGNES PL

QUINCY AVE

M C

LAU

LIN

L A

S T

FR CAPODANNO BLVD

PATTERSON AVE

FIELD

FR CAPODANNO BLVD

M C

LAU

LIN

L A

FR CAPODANNO BLVD

ORLANDO ST

FR CAPODANNO BLVD

S T M

FR CAPODANNO BLVD

CRESTWATER CT

OCEANSIDE AVE

S T

Q U

TAR

STR

EET

Q U

TAR

STR

EET

Q U

TAR

STR

EET

STOP

ONLY

ONLYBUS E

6.3'' 3.5'' 12'' 3.5''

8'' 4.8'' 7.2''

12.5'' 11.3'' 18'' 2''

14.4''

6.9''

14.5''

10.9''

4.7''

5.3''

22.8''

9.8''

24.7''

16''

7''

9.3''

9'' 10.6''

7.3''

12.4''

16.2''

17.5'' 14.7''

6.4''

6''

18.8''

17'' 12''

10.5'' 9.5''

16.5'' 6.7''

6.3''

7.5''

9.2''

13.2''

7.1''

15''

12.1''

37''

3''

24.5''

7.5''

13.4''

19'' 13.2''

11.4''

7.5''

9.2''

6.2''

7.7''

8.4'' 9.3''

7.3''

12.8''

11''

10''

14.6''

13.3''

12.3''

12.4''

6.2''

14.1''

12.1''

8.3''

17.1'' 23''

7.5''

6.9''

6.8''

13.2''

13.5''

8''

9.2''

9.3'' 11.4''

14.2''

6.8'' 10.8'' 14.8''

6.6''

6''

9.8'' 11.9''

11''

10.9''

25.1''

11.1''

12''

7''

13.7''

12.9''

8''

9.1'' 9.5''

9.5''

7.5''

11.7''

12.7''

7.5''

6.7''

10.8''

11''

11.8''

11.1''

8''

8.1''

12.6''

8'' 6.5'' 8.3''

10.5''

28''

24''

8.7'' 6.6''

8.9''

21.7''

13.6''

16.5''

27''

10.1''

7.5''

27.6''

12.8''

44''

23.6''

9''

6.7''

12.5''

16.4''

19''

6.8''

6.5''

10.3''

7.1''

7.2''

12.1''

5''

14''

C B

1.70 1.90

1.60 1.50

1.80

1.40

1.30

1.20

1.10

3.10

3.90

3.80

3.70

3.60

3.50

3.40

3.30 3.20

4.10

2.40

3.20

SCALE: 1" = 20'

PLAN - PEARSALL STJ1

PLAN

NORTH

20' 40'0

SCALE: HORIZONTAL 1" = 20' VERTICAL 1" = 5'

PROFILE - PEARSALL STA1

0 5' 10'20' 40'0 SCALE: HORIZONTAL 1" = 20' VERTICAL 1" = 5'

PROFILE - PEARSALL ST (NEAR VULCAN)A15

0 5' 10'20' 40'0

EXISTING GRADE

JUNCTION CHAMBER NO. 7 TO BE CONNECTED TO FUTURE STM. SWR.

SEE DWG. S-121

NEW CB TYPE 1

SEE PROFILE A14 ON DWG. CU103

HEADWALL NO. 3

SEE DWG. S-119

30" R.C.P. CLASS III SAN. SWR.

SEE DWG. CU116

NEW STD. MANHOLE TYPE A-3 ON PILES

NEW CB TYPE 3

SEE PROFILE H1

ON DWG. CU103

JUNCTION CHAMBER NO. 5

SEE DWG. S-119

HEADWALL NO. 3

WITH FLAP GATE

SEE DWG. S-118

NEW 4'-0" DIAMETER PRECAST

MANHOLE ON PILES

NEW CB TYPE 1

SEE PROFILE A8 ON CU103

NEW MANHOLE STRUCTURE

SEE DWG. S-119PEARSALL ST

VULCAN ST

EXISTING GRADE

FINAL GRADE

SEE PROFILE A1

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.

6. TIMBER PILES SHALL BE 13" BUTT DIAMETER DOUGLAS FIR

OR SOUTHERN PINE CLEANED-PEELED PILES CONFORMING

TO ASTM D25 CLASS B FOR MARINE STRUCTURES. SEE

SPECIFICATION SECTION 31 62 19 "TIMBER PILES".

EXISTING 2" GAS MAIN (TO BE

RELOCATED BY OTHERS, SEE NOTE 3)

EXISTING 27" SAN. SWR.TO BE

REPLACED WITH 24" SAN. SWR.

EXISTING 8" SAN. SWR.

BOX SEWER NO. 5

4'-0"W x 2'-6"H

F.T.R.C. STM. SWR.

SEE PROFILE BELOW AND

DETAIL ON DWG S-315

30" R.C.P. CLASS III

STM. SWR.

30" R.C.P. CLASS III STM. SWR.

SEE PROFILE A15

2D S2

C O

O R

M R

H O

R E

O F

D , N

O R

D R

A D

, 1

D . S

M . C

O H

R G

A N

D P

R O

S T

CU102

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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File details come from the government source that posted it. Updated Feb 26, 2024.