R4 Phase 2 Boardwalk Access Beach 97 to 105.pdf

PROJECT SITE PAVERSCONC

T H

S

T B

E A

C H

T H

S

T B

E A

C H

PARK

ROCKAWAY

BEACH

BOARDWALK

ATL

ANTIC

OCEAN

BEACH 97TH STREET TO BEACH 105TH STREET

PHASE 2 BOARDWALK ACCESS AND AMENITIES

NEW YORK CITY ECONOMIC DEVELOPMENT CORPORATION

VICINITY MAP

N.T.S.

LOCATION PLAN

N.T.S.

AG-100

56390001

TITLE, VICINITY MAP, LOCATION PLAN AND LIST OF DRAWINGS

PHASE 2 BOARDWALK RECONSTRUCTION

BEACH 97TH STREET TO BEACH 105TH STREET

8011/13/15

AS SHOWN

P2

INDEX OF DRAWINGS

NO.

DWG.

NO.

SHEET

SHEET TITLE

AG-100 1 TITLE, VICINITY MAP, LOCATION PLAN AND LIST OF DRAWINGS

AG-101 2 GENERAL NOTES 1

AG-102 3 GENERAL NOTES 2

AG-103 4 GENERAL NOTES 3

AG-104 5 LEGEND

AG-200 6 SURVEY CONTROL

AG-201 7 SURVEY CONTROL

AG-202 8 SURVEY CONTROL

AG-203 9 SURVEY CONTROL

AG-204 10 SURVEY CONTROL

AG-205 11 EXISTING CONDITIONS PLAN

AG-206 12 EXISTING CONDITIONS PLAN

AG-207 13 EXISTING CONDITIONS PLAN

AG-208 14 EXISTING CONDITIONS PLAN

AC-100 15 CONSTRUCTION PLAN

AC-101 16 CONSTRUCTION PLAN

AC-102 17 CONSTRUCTION PLAN

AC-103 18 CONSTRUCTION PLAN

AC-104 19 GRADING AND DRAINAGE PLAN

AC-105 20 GRADING AND DRAINAGE PLAN

AC-106 21 GRADING AND DRAINAGE PLAN

AC-107 22 GRADING AND DRAINAGE PLAN

AC-201 23 HIGHWAY PROFILES - 1

AC-202 24 HIGHWAY PROFILES - 2

AS-600 25 BEACH SIDE RAMP ALIGNMENT PLAN AND PROFILE

AS-601 26 BEACH SIDE RAMP AND LANDING PLANK PLAN

AS-602 27 BEACH SIDE RAMP PILE LAYOUT PLAN

AS-603 28 BEACH SIDE LANDING SECTIONS

AS-604 29 BEACH SIDE RAMP SECTIONS

AS-605 30 BEACH SIDE LANDING PLANK DETAILS

AS-606 31 BEACH SIDE RAMP PLANK DETAILS

AS-607 32 BEACH SIDE RAMP DECKING DETAILS

AS-608 33 BEACH SIDE PILE TABLE

AS-700 34 LAND SIDE STAIR PLAN AND PILE LAYOUT PLAN - 1

AS-701 35 LAND SIDE STAIR PLAN AND PILE LAYOUT PLAN - 2

AS-702 36 LAND SIDE STAIR SECTION AND DETAILS 1

AS-704 37

ELEVATION

LAND SIDE LANDING AND RAMP AT B99ST - PLAN AND

AS-705 38 LAND SIDE LANDING AND RAMP AT B99ST - SECTIONS

AS-706 39

AND SECTION

LAND SIDE VEHICULAR RAMP AT B101ST - PLAN, ELEVATION

AS-707 40

- GENERAL PLAN

CAST IN PLACE CONCRETE LANDING AND RAMP AT B102ST

AS-708 41 LAND SIDE LANDING AND RAMP AT B102ST - PLAN

AS-709 42

PLAN

LAND SIDE LANDING AND RAMP AT B102ST - PILE LAYOUT

AS-710 43 LAND SIDE LANDING AND RAMP AT B102ST - ELEVATION

AS-711 44

DETAILS

LAND SIDE LANDING AND RAMP AT B102ST - SECTION AND

AS-712 45 LAND SIDE PILE TABLE

AS-800 46 PILE CAP REINFORCEMENT 1

AS-801 47 PILE CAP REINFORCEMENT 2

AS-802 48 PILE CAP REINFORCEMENT 3

AS-803 49 PILE CAP REINFORCEMENT 4

AS-804 50 PILE CAP REINFORCEMENT 5

AS-805 51 PILE CAP REINFORCEMENT 6

AS-806 52 PILE CAP REINFORCEMENT 7

AS-810 53 24 IN. DIA. PILE CONNECTION DETAILS 1

AS-811 54 18 IN. DIA. PILE CONNECTION DETAILS 2

AS-900 55 WOOD STAIR, TWO SUPPORTS W. LANDING - TYPE A

AS-901 56 WOOD STAIR, TWO SUPPORTS W.O. LANDING - TYPE C

AS-902 57 WOOD STAIR DETAILS - 1

AS-903 58 WOOD STAIR DETAILS - 2

AS-904 59 BEACH SIDE WOOD RAMP PLANS

AS-905 60 BEACH SIDE WOOD RAMP SECTION AND ELEVATION

AS-906 61 BEACH SIDE WOOD RAMP DETAILS

AL-101 62 FURNITURE, SIGNAGE & RAILING LAYOUT PLAN

AL-102 63 FURNITURE, SIGNAGE & RAILING LAYOUT PLAN

AL-103 64 FURNITURE, SIGNAGE & RAILING LAYOUT PLAN

AL-104 65 FURNITURE, SIGNAGE & RAILING LAYOUT PLAN

AL-201 66 PLANTING & PAVEMENT SCORING PLAN

AL-202 67 PLANTING & PAVEMENT SCORING PLAN

INDEX OF DRAWINGS

NO.

DWG.

NO.

SHEET

SHEET TITLE

AL-203 68 PLANTING & PAVEMENT SCORING PLAN

AL-204 69 PLANTING & PAVEMENT SCORING PLAN

AL-205 70 DUNE SUPPLEMENTAL PLANTING DETAILS-1

AL-206 71 DUNE SUPPLEMENTAL PLANTING DETAILS-2

AL-301 72 RAILING DETAILS - 1

AL-302 73 RAILING DETAILS - 2

AL-303 74 RAILING DETAILS - 3

AL-304 75 RAILING DETAILS - 4

AL-305 76 SITE FURNISHING DETAILS - 1

AL-306 77 SITE FURNISHING DETAILS - 2

AL-307 78 SITE FURNISHING DETAILS - 3

AL-308 79 SIGN SCHEDULE & DETAILS - 1

AL-309 80 SIGN SCHEDULE & DETAILS - 2

1 REVISED AS NOTED 7/28/14

MANHATTAN

ISLAND

STATEN

BROOKLYN

QUEENS

THE BRONX

WORK LOCATION

STANDARDS AND REFERENCE DRAWINGS

OF THESE CONTRACT DOCUMENTS.

UP TO THE START OF CONSTRUCTION SHALL BE CONSIDERED AS PART

THAT HAVE BEEN AUTHORIZED

THE LATEST PROVISIONS OF THE APPLICABLE REFERENCE STANDARDS

DRAWING NO.

DATE

REVISION

DESCRIPTION AGENCY

H-1010 7/1/2010 STEEL FACED CONCRETE CURB STEEL FACING TYPE D NYC DOT HIGHWAY

H-1011 7/1/2010 SIDEWALK PEDESTRIAN RAMPS NYC DOT HIGHWAY

H-1042A 7/1/2010

ACCORDANCE WITH LOCAL LAW NO. 14

STANDARD TRENCH OR HOLE RESTORATION IN

NYC DOT HIGHWAY

H-1044 7/1/2010 CONCRETE CURB NYC DOT HIGHWAY

H-1045 7/1/2010 CONCRETE SIDEWALK NYC DOT HIGHWAY

MS 1000 7/1/2010 NEW YORK CITY COMPARISON OF DATUM PLANES NYC DOT HIGHWAY

MS 1004 7/1/2010 CATCH BASIN ADJUSTMENT - TYPE 2 NYC DOT HIGHWAY

TCW-1 4/5/2006

CROSSWALKS AND STRIPING

TYPICAL PAVEMENT MARKINGS, PEDESTRIAN

NYC DOT TRAFFIC

TIN-1 2/6/2009 TYPICAL PAVEMENT MARKINGS INSTALLATION NYC DOT TRAFFIC

TYLA/146-R7-26 1/15/2006 BENCH, 1964 WORLD'S FAIR NYC DPR

10240-A-Z 9/1/2010 VALVE BOX SKIRT, CAST IRON

MAIN

NYC DEP WATER

10241-A-Z 9/1/2010 HYDRANT VALVE BOX, CAST IRON

MAIN

NYC DEP WATER

11576-A-Z 9/1/2010 FOUNDATIONS FOR VALVE BOXES

MAIN

NYC DEP WATER

20731-Z-C 9/1/2010

AND C.I. PIPE

STANDARD METHOD OF CONNECTIONS BETWEEN STEEL

MAIN

NYC DEP WATER

22809-Z 9/1/2010 HYDRANT DRAIN BASE

MAIN

NYC DEP WATER

31050-Z 9/1/2010

31050-Z SUPERSEDES 11522-Z

STANDARD METHODS FOR HYDRANT DRAINAGE,

MAIN

NYC DEP WATER

35310-C-Y 9/1/2010 JOINTS FOR STEEL WATER MAINS

MAIN

NYC DEP WATER

38226-Y-A 9/1/2010

MAINS

STANDARD FABRICATED CONNECTIONS FOR STEEL

MAIN

NYC DEP WATER

44292-B-Z 9/1/2010

FABRIC INSTALLATION FOR DUCTILE CAST IRON PIPES

GRAVEL OR BROKEN STONE BEDDING AND FILTER

MAIN

NYC DEP WATER

45161-A-Z 9/1/2010 STANDARD STEEL HYDRANT FENDER

MAIN

NYC DEP WATER

WM0401 9/1/2010

DIAMETER

ADM. CODE § 19.144, WATER MAINS 20” AND LESS IN

RESTORATION IN STREETS NOT PROTECTED BY N.Y.C.

PAVEMENT EXCAVATION LIMITS FOR PERMANENT

MAIN

NYC DEP WATER

WM0402 9/1/2010

DIAMETER

CODE § 19.144, WATER MAINS 20” AND LESS IN

RESTORATION IN STREETS PROTECTED BY N.Y.C. ADM.

PAVEMENT EXCAVATION LIMITS FOR PERMANENT

MAIN

NYC DEP WATER

NOTE: OTHER AGENCY STANDARDS AND REFERENCE DRAWINGS TO BE USED WHERE APPLICABLE

1. GENERAL

1.01 NO TEXT

1.02 BLOCK INTERIOR ANGLES, BLOCK LENGTHS AND LEGAL GRADES WERE OBTAINED FROM THE FINAL

MAPS OF THE BOROUGH OF QUEENS.

1.03 EXISTING UNDERGROUND AND OVERHEAD UTILITIES AS SHOWN HERE HAVE BEEN DETERMINED BY

STANDARD SURVEYING METHODS AND AVAILABLE RECORDS. NEITHER THE EXACT LOCATION NOR THE

INFORMATION OF THESE EXISTING UTILITIES IS GUARANTEED TO BE COMPLETE OR CORRECT.

1.04 BUS ROUTES AFFECTED BY THE PROJECT WILL OR MAY REQUIRE BUS COORDINATION.

ARRANGEMENTS FOR BUS DIVERSIONS SHALL BE MADE THROUGH:

MS. SARAH WYSS

DIRECTOR, SHORT RANGE BUS SERVICE PLANNING

MTA NEW YORK CITY TRANSIT

2 BROADWAY, ROOM A17.50

NEW YORK, NY 10004

Sarah.Wyss@NYCT.com

1.05 ALL COMMUNICATIONS AND COORDINATION MEETINGS RELATIVE TO THIS PROJECT BETWEEN THE

CONTRACTOR AND ANY AGENCY, UTILITY COMPANY OR ORGANIZATION WILL BE CONDUCTED AND/OR

APPROVED BY THE ENGINEER.

1.06 NO TEXT

1.07 ALL SHEETING PLACED UNDER THIS CONTRACT, NO MATTER UNDER WHICH ITEMS, SHALL BE

REMOVED, AND THE COST SHALL BE DEEMED INCLUDED IN THE PRICES BID FOR ALL SCHEDULED

ITEMS.

1.08 THE FOLLOWING SHALL PERTAIN TO ALL ITEMS HAVING BACKFILL: "THE BACKFILLING SHALL COMPLY

WITH SUBSECTION 4.11.3 OF THE NEW YORK CITY DEPARTMENT OF TRANSPORTATION STANDARD

SPECIFICATIONS, AND THE COST THEREOF SHALL BE DEEMED INCLUDED IN THE PRICES BID FOR ALL

RELATED ITEMS."

1.09 ALL HYDRANTS, LIGHT POLES, TREES OR OTHER FIXED OBJECTS THAT ARE TO BE CONSTRUCTED, PLANTED, RESET, OR RELOCATED AS A RESULT OF THE PROJECT SHALL BE CONSTRUCTED OR

PLANTED SO AS TO PROVIDE AT LEAST ONE AND ONE HALF (1 1/2) FOOT CLEAR DISTANCE FROM

THE FACE OF THE CURB TO THE FACE OF THE OBJECT.

1.10 AS A RESULT OF CURB RELOCATION WITHIN THE CONTRACT LIMITS, EXISTING STREET APPURTENANCES

PROJECTING ABOVE PAVED SURFACES, SUCH AS HYDRANTS, LAMPPOSTS AND TRAFFIC SIGNAL POLES, BIKE RACKS, BUS SHELTERS, ETC., WILL HAVE TO BE RELOCATED. NOT WITHSTANDING ANY

CONSTRUCTION SEQUENCE AS DEFINED BY THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL

PLAN HIS CONSTRUCTION OPERATIONS TO INSURE THAT THESE APPURTENANCES ARE CONSTRUCTED

OR RELOCATED IN CONJUNCTION WITH THE INSTALLATION OF THE NEW CURB.

IN PARTICULAR, IN THE EVENT THE SIDEWALK IS WIDENED, THE STREET APPURTENANCES SHALL BE

MAINTAINED AT THEIR EXISTING LOCATION BEHIND THE EXISTING CURB UNTIL THE NEW SIDEWALK IS

CONSTRUCTED. IF THE SIDEWALK IS NARROWED, THE STREET APPURTENANCES MUST BE MOVED TO

THEIR NEW LOCATIONS BEHIND THE PROPOSED NEW CURB PRIOR TO REMOVAL OF THE EXISTING

CURB.

SERVICES MUST BE MAINTAINED BY INSTALLING AND ENERGIZING NEW APPURTENANCES OR BY USING

TEMPORARY APPURTENANCES, AS DIRECTED BY THE ENGINEER. UNLESS OTHERWISE PROVIDED FOR, ALL TEMPORARY APPURTENANCES SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE CITY.

1.11 ALL ADJACENT PROPERTIES MUST BE PROTECTED FROM DAMAGE.

1.12 WHENEVER, DURING THE COURSE OF CONSTRUCTION, HISTORICAL OR PREHISTORIC OBJECTS OR HUMAN

REMAINS ARE ENCOUNTERED, SUCH OBJECTS SHALL NOT BE DESTROYED OR MOVED. WORK SHALL BE

STOPPED AND RESCHEDULED TO AVOID DISTURBING SUCH AREAS AND THE ENGINEER-IN-CHARGE OF

THE PROJECT SHALL BE NOTIFIED IMMEDIATELY. THE ENGINEER WILL, THROUGH PROPER CHANNELS, NOTIFY THE DIRECTOR OF THE CONSTRUCTION DIVISION WHO WILL NOTIFY THE DOT ENVIRONMENTAL

ANALYSIS BUREAU AND THE REGIONAL CULTURAL RESOURCES COORDINATOR WHO WILL ARRANGE TO

HAVE AN IMMEDIATE INSPECTION OF THE SITE. IN THE EVENT THAT THE OBJECTS ARE TO BE REMOVED

OR SALVAGED, AGREEMENTS BETWEEN THE COMMISSIONER AND THE CONTRACTOR WILL BE MADE TO

COVER THE COST OF ANY EXTRA WORK. SUCH WORK WILL BE LIMITED TO THAT PERFORMED WITHIN

THE RIGHT-OF-WAY, AND AT ANY LOCATION UNDER DIRECT CONTROL OF THE CONTRACTOR USED AS

A SOURCE OF APPROVED BORROW MATERIAL." (THIS SPECIFICATION WILL TAKE CARE OF THE

POSSIBILITY OF FINDING ARCHEOLOGICAL RESOURCES IN THE SMALL AREAS OF DEEPLY BURIED

UNDISTURBED SOIL THAT COULD BE ENCOUNTERED WHEN STORM SEWERS, CURBS, OR LIGHT POLE

FOUNDATIONS ARE RELOCATED AS A RESULT OF THIS WORK.)"

1.13 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE FOLLOWING STANDARD SPECIFICATIONS UNLESS

OTHERWISE SHOWN ON THE PLANS, OR AS ORDERED BY THE ENGINEER. ALL THE REQUIREMENTS OF

THE FOLLOWING SPECIFICATIONS ARE MADE A PART OF THE CONTRACT. ANY DISCREPANCY AND/OR

CONTRADICTION BETWEEN THE STANDARD SPECIFICATIONS LISTED BELOW AND NOTES AND CALL-OUTS

SHOWN ON CONTRACT DRAWINGS SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION IN WRITING. NO

WORK AFFECTED BY DISCREPANCY AND/OR CONTRADICTION SHALL PROCEED UNTIL APPROVED BY THE

ENGINEER IN WRITING.

· NEW YORK CITY DEPARTMENT OF TRANSPORTATION (NYCDOT) STANDARD SPECIFICATIONS

· NYCDOT, BUREAU OF TRAFFIC, DIVISION OF STREET LIGHTING SPECIFICATIONS

· NEW YORK CITY DEPARTMENT OF ENVIRONMENTAL PROTECTION (NYCDEP) STANDARD SEWER

SPECIFICATIONS

· NYCDEP STANDARD WATER MAIN SPECIFICATIONS

2. GRADING WORK

2.01 REMOVAL OF ALL SHRUBBERY, DEBRIS, FENCES, RAMPS, STAIRS, WALLS, CURBS, SIDEWALKS AND

OTHER MATERIALS AND STRUCTURES ON AND WITHIN THE CITY'S RIGHT OF WAY WHICH INTERFERE

WITH THE NEW WORK ARE DEEMED INCLUDED IN THE PRICES BID, UNLESS OTHERWISE NOTED ON

PLANS.

2.02 ALL TREE REMOVALS AND TREES TO BE TRANSPLANTED SHALL BE VERIFIED IN FIELD BY D.P.R. REPRESENTATIVE OR

LANDSCAPE ARCHITECT.

2.03 EXCAVATION CONSISTING OF THE EXCAVATION AND THE UTILIZATION OR DISPOSAL OF ALL MATERIALS

NECESSARY FOR CONSTRUCTION OF PILES, RAMPS, STAIRS AND ASSOCIATED APPURTENANCES IS

DEEMED INCLUDED IN THE PRICE BID.

3. CURB WORK

3.01 CURBS AND DEPRESSED CURBS IN DRIVEWAYS ARE TO BE CONSTRUCTED WHERE SHOWN ON THE

PLANS OR AS DIRECTED BY THE ENGINEER.

3.02 NO TEXT

3.03 ALL NEW CORNERS ARE TO BE STEEL FACED CONCRETE CURB AND TURNED TO A 12 FT RADIUS, UNLESS OTHERWISE SHOWN ON THE PLANS OR DIRECTED BY THE ENGINEER. ALL CORNER STEEL

FACING IS TO BE SHOP FABRICATED.

3.04 WHEN NEW CURBING IS TO BE EXTENDED INTO CROSS STREETS, IT SHALL BE STEEL FACED

CONCRETE CURB, UNLESS OTHERWISE NOTED ON THE PLANS OR DIRECTED BY ENGINEER. WHERE CURB

BEYOND THE CORNER IS NOT STEEL FACED CONCRETE CURB, STEEL FACED CONCRETE CURB IS TO

BE EXTENDED TO CLEAR PEDESTRIAN RAMPS AND/OR TO THE NEW CATCH BASINS AS

CONSTRUCTED, CLEAR OF THE PEDESTRIAN CROSSWALK AS DIRECTED BY THE ENGINEER.

3.05 WHERE NEW CURBING IS REQUIRED ADJACENT TO EXISTING CONCRETE SIDEWALK, WHICH IS NOT TO

BE REPLACED, A CONCRETE SAW-CUT SHALL BE MADE ALONG A LINE PARALLEL TO AND TWO (2)

FEET BACK FROM THE NEW CURB.

3.06 WHERE THE PROPOSED TOP OF CURB LINE PROFILE VARIES FROM THE EXISTING PROFILE ALONG THE

TOP OF SUBWAY/SIDEWALK VENTILATORS BY MORE THAN 1", THE ENGINEER WILL DIRECT THE

CONTRACTOR TO ADJUST THE TOP OF THE NEW CURB, DURING CONSTRUCTION, TO CONFORM WITH

THE PROFILE OF EACH VENTILATOR AND WITH THE PROPOSED GRADES AT THE POINTS OF TANGENCY

AND CURVATURE IN EACH BLOCK. THE GUTTER LINE PROFILE SHALL BE 7" BELOW PROPOSED TOP

OF CURB PROFILE.

3.07 TOP OF CURB ELEVATIONS AT CORNER PEDESTRIAN RAMPS SHALL BE ESTABLISHED IN CONJUNCTION

WITH ROADWAY PAVEMENT CONSTRUCTION SO AS TO PROVIDE POSITIVE SURFACE DRAINAGE FROM

THE APEX TOWARDS THE CATCH BASINS, WHERE APPLICABLE.

4. SIDEWALK WORK

4.01 SIDEWALK PEDESTRIAN RAMPS WITH EMBEDDED PERFORMED DETECTABLE WARNING UNITS ARE TO BE

INSTALLED AT ALL CORNERS, UNLESS OTHERWISE DIRECTED. THE COST FOR INSTALLATION OF

PEDESTRIAN RAMPS SHALL BE PAID FOR UNDER THE SIDEWALK AND CURB ITEMS, AS APPLICABLE.

4.02 THE LOCATION AND THE EXTENT OF NEW SIDEWALK TO BE CONSTRUCTED IS AS SHOWN ON THE

PLANS OR AS DIRECTED BY THE ENGINEER.

4.03 NO TEXT

4.04 VAULT INFORMATION MAY BE AVAILABLE FROM THE FOLLOWING SOURCE:

A. NEW YORK CITY DEPARTMENT OF BUILDINGS

B. MS. PENNY A. JACKSON

FOIL / RECORDS ACCESS

OFFICE OF LITIGATION SERVICES AND RECORDS MANAGEMENT

NYC DEPARTMENT OF TRANSPORTATION

55 WATER STREET, 6TH FLOOR

NEW YORK, NY 10041

4.05 THE CONTRACTOR SHALL RESET/ADJUST ANCHORAGE FOR SECURITY GATES WITHIN SIDEWALK AREAS, AS NECESSARY OR AS DIRECTED BY THE ENGINEER.

4.06 AT ALL PROPOSED BUS PADS NEW CONTINUOUS SIDEWALK SHALL BE CONSTRUCTED FOR THE ENTIRE

LENGTH OF THE BUS PAD, FROM THE CURBLINE TO THE PROPERTY LINE/FENCE LINE OR AS

DIRECTED BY THE ENGINEER.

5. PAVEMENT WORK

5.01 ALL HEADERS ABUTTING NEW PAVEMENT SHALL BE REMOVED WHERE DIRECTED BY THE ENGINEER.

5.02 ASPHALTIC CONCRETE MIXTURE IS TO BE USED IN THE AREAS OF ADJUSTMENT, AND AS DIRECTED

BY THE ENGINEER.

5.03 FINISHED ROADWAY PAVEMENT AT THE APEX OF ALL CORNERS SHALL BE CONSTRUCTED TO

ELEVATIONS SO AS TO PROVIDE POSITIVE SURFACE DRAINAGE FROM THE APEX TOWARDS THE CATCH

BASINS, WHERE APPLICABLE.

6. DRAINAGE WORK

6.01 ALL PROPOSED DRAINAGE WORK SHALL BE DONE IN CONFORMANCE WITH THE LATEST STANDARDS OF

THE DEPARTMENT OF ENVIRONMENTAL PROTECTION (NYCDEP).

6.02 ALL EXISTING SEWER MANHOLES TO BE RETAINED WITHIN THE CONTRACT LIMITS SHOULD BE ADJUSTED

AS NECESSARY, SO THAT THEY WILL BE FLUSH WITH THE FINISHED GRADES AFTER COMPLETION OF

THE WORK. ANY OF THESE MANHOLES WHICH HAVE DAMAGED, WORN OR NON-STANDARD FRAMES

AND COVERS SHOULD BE PROVIDED WITH NEW 27" CASTINGS IN ACCORDANCE WITH THE LATEST

STANDARDS OF NYCDEP INCLUDING ANY NECESSARY MODIFICATIONS OF THE MANHOLE MASONRY. ANY

DAMAGE TO THE MANHOLES CAUSED BY THIS WORK SHALL BE REPAIRED OR REPLACED BY THE

CONTRACTOR, AS DIRECTED BY THE ENGINEER, AND AT NO COST TO THE CITY.

6.03 CARE SHALL BE TAKEN NOT TO DAMAGE EXISTING SEWERS DURING CONSTRUCTION. ANY DAMAGE

CAUSED BY THE CONTRACTOR'S OPERATION SHALL BE REPAIRED BY THE CONTRACTOR AS DIRECTED

BY THE ENGINEER, AT NO EXTRA COST TO THE CITY.

6.04 WHERE THE HEIGHT OF AN EXISTING MANHOLE PERMITS MORE THAN ONE BASIN CONNECTION TO BE

MADE ON THE SAME WALL, SPECIAL PRECAUTION SHALL BE TAKEN TO PROTECT THE STRUCTURAL

INTEGRITY OF THE MANHOLE. THE MINIMUM CLEARANCE BETWEEN THE OUTSIDE WALLS OF ANY TWO

BASIN CONNECTIONS OR BETWEEN A BASIN CONNECTION AND A SEWER, VERTICALLY OR

HORIZONTALLY, SHALL BE 12 INCHES.

6.05 THE COST OF RAISING OR LOWERING CITY-OWNED MANHOLES, BASINS AND INLET HEADS TO

PROPOSED GRADES WILL BE DEEMED INCLUDED IN THE PRICES BID FOR ALL THE SCHEDULED ITEMS

WHEN THE VERTICAL UPWARD MOVEMENT OF ALL HEADS IS TWENTY-FOUR (24) INCHES OR LESS, WHEN THE VERTICAL DOWNWARD MOVEMENT OF MANHOLE HEADS IS SIX (6) INCHES OR LESS AND

WHEN THE VERTICAL DOWNWARD MOVEMENT OF BASIN OR INLET HEADS IS THREE (3) INCHES OR

LESS, UNLESS OTHERWISE PROVIDED OR DIRECTED, AND WHERE THE ADJUSTMENT IS WITHIN THE

BRICK WORK LIMIT. WHEN THE EXISTING STRUCTURE CONSISTS OF A BRICK CHIMNEY OR A CONCRETE

ROOF SLAB OR BRICK ON CONCRETE WALLS, THE MAXIMUM ALLOWABLE HEIGHT OF BRICK AFTER

ADJUSTMENT SHALL BE TWENTY-FOUR (24) INCHES. ALL OTHER ADJUSTMENTS WILL BE PAID FOR

UNDER THE APPROPRIATE MANHOLE, BASIN OR INLET MODIFICATION ITEMS.

6.06 ALL EXISTING INLETS, BASINS AND CONNECTIONS WITHIN THE LIMITS OF THIS CONTRACT AND

CONTIGUOUS THERETO ARE TO BE CLEANED, FLUSHED AND OTHERWISE MADE OPERABLE TO THE

SATISFACTION OF THE ENGINEER. WHERE THE EXISTING BASIN CONNECTIONS ARE FOUND TO BE

DAMAGED OR IN DETERIORATING CONDITION, THEY SHOULD BE REPLACED WITH NEW 12" DIAMETER

DUCTILE IRON PIPE, CLASS 56, IN ACCORDANCE WITH THE LATEST NYCDEP STANDARDS. ALL DAMAGED

AND NON-STANDARD CASTINGS SHOULD BE REPLACED WITH NEW STANDARD CASTINGS. ALL EXISTING

NON-STANDARD BASINS AT LOCATIONS 'WHERE BASINS ARE REQUIRED, SHALL BE REPLACED WITH

NEW STANDARD BASINS. THE COST IS TO BE INCLUDED IN THE RESPECTIVE ITEMS.

6.07 ALL ABANDONED BASINS, INLETS AND DRAINAGE STRUCTURES AS SHOWN ON THE CONTRACT PLANS

ARE TO BE BULK-HEADED AND CUT DOWN TO TWO (2) FEET BELOW THE SUBGRADE AND FILLED WITH

COMPACTED CLEAN SAND. BASIN CONNECTIONS NOT REQUIRED SHALL BE PLUGGED AT BOTH ENDS.

COST FOR THIS WORK SHALL BE DEEMED INCLUDED IN PRICES BID FOR ALL SCHEDULED ITEMS.

6.08 CATCH BASINS SHALL NOT, UNDER ANY CIRCUMSTANCES, BE CONNECTED TO SANITARY SEWERS.

6.09 ALL NEW CATCH BASIN CONNECTIONS SHALL BE CONNECTED TO EXISTING SEWERS AT MANHOLES, WITH 12" DUCTILE IRON PIPE, CLASS 56, WITH INTERNALLY LOCKED "PUSH-ON" JOINTS LAID ON 6"

OF BROKEN STONE FOR THE ENTIRE WIDTH OF THE TRENCH AND FOR ONE- HALF THE PIPE

DIAMETER. THE BROKEN STONE SHALL BE HARD UNWEATHERED STONE UNIFORMLY GRADED FROM 1/4"

TO 3/4"IN DIAMETER. IT SHALL CONFORM TO COMMERCIAL 1/4" TO 3/4" STONE. ALL NEW CATCH

BASINS SHALL HAVE A HOOD ON THE OUTLETTING PIPE.

6.10 CATCH BASINS SHALL NOT BE LOCATED WITHIN PEDESTRIAN CROSSWALK LIMITS. CATCH BASINS NEAR

BUS STOP PADS SHALL BE LOCATED EITHER ENTIRELY WITHIN OR OUTSIDE OF BUS STOP PADS.

6.11 SLOPE ON ALL NEW CATCH BASIN CONNECTIONS SHALL BE A MINIMUM OF 1/2% AND A MAXIMUM OF

4% PROVIDED THE TOTAL DROP BETWEEN THE BASIN AND THE BASIN/MANHOLE IS AT LEAST 6

INCHES.

6.12 CATCH BASINS IN THE PROJECT AREA SHALL BE MAINTAINED OPERABLE AT ALL TIMES. THE

CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS TO AVOID FILLING THE CATCH BASINS WITH

DEBRIS WITHIN THE CONTRACT LIMITS DURING THE CONTRACT OPERATIONS. IF, AS A RESULT OF

CONSTRUCTION, A FLOODING CONDITION OCCURS OR IN THE EVENT THE CONTRACTOR'S OPERATIONS

DAMAGE OR BLOCK THE DRAINAGE SYSTEM, THE CONTRACTOR SHALL AT HIS/HER OWN EXPENSE

IMMEDIATELY REPAIR OR RESTORE THE DRAINAGE SYSTEM AS DIRECTED BY THE ENGINEER AT NO

EXTRA COST TO THE CITY.

6.13 IN ACCORDANCE WITH PARAGRAPH #L.06.27 OF THE GENERAL PROVISIONS OF THE STANDARDS

SPECIFICATIONS, ALL CASTING AND HARDWARE FROM THE EXISTING MANHOLES AND BASINS WHENEVER

FOUND TO BE IN GOOD CONDITION, UPON EXAMINATION BY THE ENGINEER, SHALL REMAIN THE

PROPERTY OF THE CITY AND SHALL BE DELIVERED BY THE CONTRACTOR TO A DESIGNATED

CITY--OWNED YARD.

6.14 CONTRACTOR SHALL PROVIDE TEMPORARY MEANS (PIPES, PUMPS, ETC.) TO DRAIN ANY STORM WATER

WHICH MAY DEVELOP WITHIN THE PROJECT LIMITS FOR THE DURATION OF CONSTRUCTION.

CONTRACTOR SHALL SUBMIT A DRAINAGE SCHEME WHICH MUST BE APPROVED BY THE ENGINEER, PRIOR TO THE START OF EACH CONSTRUCTION STAGE. COST OF THIS WORK WILL BE DEEMED TO

HAVE BEEN INCLUDED IN THE PRICE BID FOR ALL SCHEDULED ITEMS.

6.15 ALL EXISTING SEWERS AND SEWER HOUSE CONNECTIONS SHOULD BE CONTINUOUSLY MAINTAINED

DURING CONSTRUCTION. IF ANY SEWER OR SEWER HOUSE CONNECTION IS TO BE DISCONNECTED FOR

CONSTRUCTION PURPOSES, FLOW SHALL BE MAINTAINED BY FLUMING OR OTHER SUITABLE MEANS AS

DIRECTED BY THE ENGINEER AND IN SUCH A MANNER THAT NO BACK-UPS OCCUR. EXISTING SEWERS, HOUSE CONNECTIONS OR OTHER SEWER APPURTENANCES WHICH ARE TO REMAIN, AND WHICH MIGHT

BE DISTURBED FOR CONSTRUCTION PURPOSES, SHALL BE RESTORED TO THEIR PRESENT CONDITION

AFTER COMPLETION OF THE WORK, AND DAMAGE DONE AS A RESULT OF THE WORK SHALL BE

REPAIRED AT NO EXTRA COST TO THE CITY.

6.16 PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL DETERMINE BY TEST PITS, TELEVISION INSPECTION, OR ANY OTHER MEANS NECESSARY, FOR EACH AND EVERY HOUSE WITHIN

THE LIMITS OF THE PROPOSED CONSTRUCTION, THE LOCATION AND ELEVATION OF THE HOUSE TRAPS, HOUSE CONNECTION, ETC., AND THE LOCATION OF THE EXISTING SEWER TO WHICH THEY ARE

CONNECTED. BASED ON THE FINDING, THE CONTRACTOR SHALL INFORM THE ENGINEER IN WRITING, OF

ANY ANTICIPATED DIFFICULTIES HE/SHE MIGHT ENCOUNTER IN RECONNECTING THESE EXISTING HOUSE

CONNECTIONS TO THE PROPOSED AND EXISTING SEWERS.

7. TRAFFIC WORK

7.01 "REGULATORY" AND/OR "NO PARKING-CONSTRUCTION" SIGNS USED DURING THE CONSTRUCTION

PERIOD ARE TO BE FURNISHED BY THE CONTRACTOR, AS REQUIRED. THE CONTRACTOR SHALL

INSTALL THESE SIGNS WHERE DIRECTED BY THE ENGINEER, AND, WHEN NO LONGER REQUIRED, SHALL

CAREFULLY REMOVE THESE SIGNS AND DELIVER THEM TO THE BUREAU OF TRAFFIC.

7.02 THE ENGINEER SHALL NOTIFY THE BUREAU OF TRAFFIC OPERATION, HIGHWAY CONTROL DIVISION

SEVEN (7) CALENDAR DAYS PRIOR TO THE START OF WORK ON PAVEMENT MARKINGS.

7.03 THE CONTRACTOR SHALL NOTIFY NYCDOT 48 HOURS PRIOR TO THE START OF WORK TO HAVE

PARKING METERS AND/OR MUNI-METERS REMOVED. CONTRACTOR SHALL CONTACT MR. JOHN

PREMUS, ADMINISTRATIVE TRANSPORTATION COORDINATOR, NYC DEPARTMENT OF TRANSPORTATION, DIVISION OF TRAFFIC OPERATIONS, 58-50 57TH ROAD, 2ND FLOOR, MASPETH, NY 11378, PHONE

NUMBER (718) 894-1835, FAX NUMBER (718) 894-8397, E-MAIL jpremus@dot.nyc.gov. THE

FOLLOWING INFORMATION MUST BE GIVEN TO NYCDOT: (1) PARKING METER NUMBERS, (2) LOCATION

OF METERS, AND (3) DATE WHEN METERS CAN BE RE-INSTALLED.

7.04 ALL REGULATORY, WARNING, STREET NAME, TRAFFIC SIGNS SHALL CONFORM WITH THE NEW YORK

CITY BUREAU OF TRAFFIC OPERATIONS STANDARD DRAWINGS AND THEIR STANDARD SIGN LIST.

7.05 FOR ADDITIONAL NOTES ON MAINTENANCE OF TRAFFIC SEE THE MAINTENANCE AND PROTECTION OF

TRAFFIC DRAWINGS FOR THIS CONTRACT.

7.06 THE CONTRACTOR IS HEREBY NOTIFIED THAT NYCDOT PLANS TO INSTALL NEW BIKE RACKS WITHIN THE

VICINITY OF THE PROJECT SITE. FOUR (4) WEEKS PRIOR TO SUBSTANTIAL COMPLETION OF THE

PROJECT, THE CONTRACTOR WILL BE REQUIRED TO NOTIFY NYCDOT, BICYCLE AND PEDESTRIAN

PROGRAMS, 55 WATER STREET, 6TH FLOOR, NEW YORK, NY 10041 FOR THE COORDINATION OF THAT

EFFORT.

AG-101

56390001

GENERAL NOTES 1

8021/13/15

1 REVISED AS NOTED 7/28/14

4 REVISED AS NOTED 9/15/14

7 NOTES REVISED 10/20/14

8. FIRE ALARM WORK

9. 8.01 THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT'S BUREAU OF FIRE COMMUNICATIONS, TELEPHONE (718) 624-4194 OR (718) 624-3752, AT LEAST ONE (1) MONTH IN ADVANCE OF STARTING

CONSTRUCTION AND TO MAKE AN APPOINTMENT TO PICK UP FDNY BASE MAPS AT 87 UNION STREET, BROOKLYN, N.Y. 11231.

8.02 ALL EXISTING FIRE DEPARTMENT COMMUNICATION FACILITIES SHALL BE PROTECTED AND PROVISIONS

MADE FOR THEIR CONTINUOUS OPERATION DURING CONSTRUCTION. ALL ALARM BOXES AND POSTS

MUST REMAIN ACCESSIBLE. IF, DUE TO THE CONTRACTOR'S OPERATION, FIRE ALARM SERVICE IS

INADVERTENTLY INTERRUPTED OR FIRE COMMUNICATION SYSTEM EQUIPMENT OR FACILITIES ARE

DAMAGED, THE CONTRACTOR WILL BE HELD RESPONSIBLE AND SHALL REPLACE THEM AT HIS/HER

OWN EXPENSE AND IN ACCORDANCE WITH FIRE DEPARTMENT REQUIREMENTS.

8.03 TO REQUEST STREET MARKOUTS OF FIRE COMMUNICATIONS UNDERGROUND FACILITIES, THE

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

624-3752 AT LEAST ONE (1) MONTH PRIOR TO COMMENCEMENT OF WORK.

8.04 ALL FIRE DEPARTMENT WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST REGULATIONS, SPECIFICATIONS AND STANDARDS OF THE NEW YORK CITY FIRE DEPARTMENT AND UNDER THE

DIRECTION OF THE FIRE DEPARTMENT ENGINEER.

8.05 THE CONTRACTOR SHALL BE REQUIRED TO FURNISH AND INSTALL ALL NECESSARY FIRE DEPARTMENT

FACILITIES, CONDUITS, CABLES, ETC. ANY OBSTRUCTION ENCOUNTERED IN PULLING THE CABLE SHALL

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

COMMUNICATIONS ELECTRICIANS WILL PERFORM THE LIVE SPLICING OPERATIONS IN MANHOLES AND

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

8.06 THE CONTRACTOR OR THE RESIDENT ENGINEER MUST CONTACT EMPIRE CITY SUBWAY OR VERIZON

FOR ANY POINT OF ENTRIES (P.O.E.'S) INTO THEIR MANHOLES AND OBTAIN WALL MARKOUTS BY THEM.

THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL APPLICABLE FEES FOR THE P.O.E. AND

INSPECTORS.

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

CABLES MUST BE PURCHASED AND PICKED UP FROM THE FIRE DEPARTMENT STOREHOUSE, 87 UNION

STREET, BROOKLYN, N.Y. 11231-1416. PRIOR TO BIDDING, THE CONTRACTOR SHALL CONTACT THE

BUREAU OF FIRE COMMUNICATIONS AT (718) 624-4194 OR (718) 624-3752 FOR THE LATEST

MATERIAL COST OF FIRE COMMUNICATIONS ITEMS. THE CONTRACTOR SHALL ALSO NOTIFY THE FIRE

DEPARTMENT'S BUREAU OF FIRE COMMUNICATIONS, TELEPHONE (718) 624-4194 OR (718) 624-3752, AT LEAST FORTY-EIGHT (48) HOURS IN ADVANCE TO ARRANGE FOR PICKUP OF MATERIALS

PURCHASED FROM THE FIRE DEPARTMENT. PICK UP HOURS ARE BETWEEN 8:30 AM AND 12:30 PM.

8.08 THE ELECTRICAL SUBCONTRACTOR MUST MAKE AN APPOINTMENT WITH THE BUREAU OF FIRE

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

BOXES.

8.09 OLD DEACTIVATED FIRE ALARM POSTS SHALL BE RETURNED TO THE FIRE DEPARTMENT STOREHOUSE

BY THE CONTRACTOR AFTER MAKING AN APPOINTMENT WITH THE FD COMMUNICATIONS ENGINEERING

OFFICE.

8.10 AT THE CLOSE OF ANY PROJECT INVOLVING CONSTRUCTION OR ALTERATIONS TO FIRE ALARM

FACILITIES, ONE HARD COPY AND ONE ELECTRONIC COPY (PDF FORMAT) OF PROPOSED UTILITY PLAN

SHEETS AND/OR SKETCHES OF “AS-BUILT” CHANGES MUST BE PROVIDED TO THE BUREAU OF

COMMUNICATIONS ENGINEERING OFFICE AT 87 UNION STREET, BROOKLYN, NY 11231.

8.11 FIRE DEPARTMENT CABLES RUN IN BOTH THE FIRE DEPARTMENT'S AND VERIZON'S CONDUIT SYSTEMS

UNDERGROUND. THESE FACILITIES MUST BE SUPPORTED AND PROPERLY PROTECTED DURING

CONSTRUCTION. IF THIS CANNOT BE ACHIEVED, RELOCATION MUST BE PERFORMED PRIOR TO

CONSTRUCTION.

9. OTHER UTILITIES WORK

9.01 THE CONTRACTOR IS ALERTED TO THE RULES AND REGULATIONS OF INDUSTRIAL CODE RULE 53 AND

IS DIRECTED TO COMPLY. THE CITY SHALL NOT BE LIABLE FOR ANY COSTS INCURRED BY THE

CONTRACTOR AS A RESULT OF THE COMPLIANCE, NON-COMPLIANCE, OR IMPROPER COMPLIANCE BY

THE FRANCHISED OPERATORS OF UNDERGROUND FACILITIES, WITH SUB- PART 53-3 OF RULE 53 OF

THE INDUSTRIAL CODE.

9.02 PSE&G, CON EDISON, AND NATIONAL GRID FACILITIES ARE LOCATED WITHIN THE PROJECT LIMITS. AS

A RESULT OF THIS PROJECT, THESE PRIVATE UTILITIES WILL BE REQUIRED TO PROTECT, REMOVE, REPLACE OR RELOCATE SOME OR ALL OF THEIR FACILITIES. THIS WORK WILL BE PERFORMED BY

THEM OR THEIR AGENTS AT THEIR EXPENSE. CONTRACTOR TO COORDINATE ACTIVITIES WITH THEM.

9.03 ALL UTILITY POLES WILL BE REMOVED AND/OR RELOCATED BY OTHERS.

9.04 THE ENGINEER WILL CONTACT THE SPECIAL PROJECT UNIT COMMUNICATIONS DIVISION OF THE POLICE

DEPARTMENT (212-374-5900) IF ANY RELOCATION OR DISCONNECTION OF POLICE DEPARTMENT

FACILITIES IS REQUIRED.

10 STRUCTURAL NOTES

10.01 ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CONTRACT DRAWINGS AND

SPECIFICATIONS. IN CASE OF DISCREPANCIES, THE CONTRACT DRAWINGS SHALL GOVERN.

10.02 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PERFORMANCE OF ALL WORK ON THE

CONTRACT DOCUMENTS IN FULL COMPLIANCE WITH THE LATEST CODES, RULES, AND REGULATIONS

GOVERNING SAID WORK. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN CASE OF

DISCREPANCIES OR CONDITIONS WHICH VARY FROM THOSE SHOWN ON THE DRAWINGS AND

INCORPORATE SUCH VARIATIONS IN THE CONSTRUCTION IN A MANNER APPROVED BY THE OWNER'S

REPRESENTATIVE.

10.03 ALL CONTRACT SUBMITTALS SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE OR OTHER

RESPONSIBLE PARTY AS DIRECTED BY THE OWNER.

10.04 VERIFY ALL INDICATED CONDITIONS AND DIMENSIONS IN THE FIELD BEFORE COMMENCING ANY

FABRICATION, ORDERING OF MATERIAL, OR PERFORMING ANY WORK. NOTIFY THE ENGINEER OF ANY

CONDITIONS OR DIMENSIONS THAT WOULD PREVENT OR HAMPER THE PERFORMANCE OF THE WORK IN

ACCORDANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS.

10.05 THE CONTRACTOR SHALL PROVIDE 7 BUSINESS DAYS ADVANCE WRITTEN NOTICE TO THE OWNER AND

THE EXISTING TENANTS PRIOR TO ANY UTILITY SHUTDOWNS. ALL EGRESS AND EXITS TO AND FROM

THE CONSTRUCTION SITE SHALL BE KEPT READILY ACCESSIBLE AND UNOBSTRUCTED AT ALL TIMES.

10.06 THE CONTRACTOR SHALL PREPARE, LAY OUT, AND INSTALL WORK IN SUCH A MANNER AS NOT TO

DELAY OR INTERFERE WITH THE CARRYING FORWARD OF THE WORK OF THE CONTRACT AND/OR ANY

WORK DESIGNATED TO BE PERFORMED UNDER ANY OTHER CONTRACTS.

10.07 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE CONSTRUCTION SITE AND

THE AREAS OF WORK WHILE PERFORMING THE WORK OF THIS CONTRACT. CONSTRUCTION DEBRIS

SHALL BE REMOVED FROM THE CONSTRUCTION SITE ON A DAILY BASIS. NO BURNING OF DEBRIS

WILL BE PERMITTED. UPON COMPLETION OF THE WORK, REMOVE ALL DEBRIS, EQUIPMENT, AND

UNUSED MATERIALS FROM THE PROJECT SITE.

10.08 ALL AREAS OUTSIDE THE PROJECT LIMITS WHICH ARE DAMAGED SHALL BE RESTORED BY THE

CONTRACTOR TO THEIR ORIGINAL CONDITION. THE RESTORATION SHALL BE DONE AT NO ADDITIONAL

COST TO THE OWNER.

10.09 DISPOSAL OF HAZARDOUS OR CONTAMINATED MATERIALS, GROUNDWATER, OR SOIL ENCOUNTERED

SHALL BE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REQUIREMENTS.

10.10 ALL MATERIAL, INCLUDING PAVEMENT, CONCRETE, STEEL AND TIMBER REMOVED FROM THE EXISTING

STRUCTURE SHALL BE REMOVED OFF THE OWNER'S PROPERTY AND LEGALLY DISPOSED OF IN

ACCORDANCE WITH APPLICABLE SPECIFICATIONS.

10.11 COORDINATE ALL WORK REQUIRED OF THIS DRAWINGS PACKAGE WITH DEMOLITION DRAWING

PACKAGE.

10.12 TIDAL DATA AT SANDY HOOK, NJ

11 MATERIALS NOTES

11.01 CONCRETE

a) PRECAST CONCRETE FOR PLANKS SHALL ATTAIN MINIMUM COMPRESSIVE STRENGTH OF 6,000

PSI AT 28 DAYS. PRECAST CONCRETE FOR WOOD STAIR FOOTING SHALL ATTAIN MINIMUM

COMPRESSIVE STRENGTH OF 6,000 PSI AT 28 DAYS.

b) CAST IN PLACE CONCRETE SHALL ATTAIN MINIMUM COMPRESSIVE STRENGTH OF 6,000 PSI AT

28 DAYS.

c) DEFORMED REINFORCING STEEL ASTM A615, fy=60,000 PSI (EPOXY COATED PER ASTM A775)

d) LIFTING POINTS SHALL BE DESIGNED BY THE CONTRACTOR AND CLEARLY INDICATED ON ALL

ELEMENTS

e) EACH PRECAST ELEMENT SHALL BE LABELED TO INDICATE ITS LOCATION AND ORIENTATION IN

THE STRUCTURE

f) ALL INSERTS SHALL BE HOT-DIP GALVANIZED PER ASTM A123 AS APPLICABLE

g) ALL EXTERIOR CONCRETE CORNERS SHALL BE CHAMFERED TO A LEG DIMENSION OF 1/4" (UNO)

h) NON-SHRINK HYDRAULIC-CEMENT GROUT MEETING ASTM C1107 HAVING A MINIMUM

COMPRESSIVE STRENGTH OF 7,500 PSI AT 28 DAYS.

i) DOWELS SHALL BE 1" DIAMETER DEFORMED REINFORCING STEEL ASTM A615, Fy = 60,000 PSI

HOT-DIPPED GALVANIZED PER ASTM A123

11.02 STRUCTURAL STEEL

a) PLATES AND BARS

i. ASTM A36 (UNO)

ii. GALVANIZED PER ASTM A123

b) ALL STEEL FABRICATIONS SHALL CONFORM TO THE LATEST PROVISIONS OF THE AISC MANUAL

OF STEEL CONSTRUCTION AND AWS D1.1 STRUCTURAL WELDING CODE

c) ALL EXPOSED WELDED CONNECTIONS SHALL BE FULLY SEALED WELDED (UNO)

d) ALL BOLTS, NUTS, AND WASHERS SHALL BE ASTM A307 AND GALVANIZED PER ASTM A153

(UNO)

e) ALL ANCHORS BOLTS/RODS SHALL BE ASTM FI554 AND GALVANIZED PER ASTM A153 (UNO)

f) TOUCH UP ALL COATING DAMAGED DURING OR AFTER DRIVING USING COLD GALVANIZING ZINC

(AN APPROVED ZINC RICH PRIMER) IN ACCORDANCE WITH ASTM A780 SPECIFICATIONS AND

MANUFACTURER'S SPECIFICATIONS.

g) OVERSIZED OR SLOTTED HOLES SHALL NOT BE USED UNLESS SPECIFICALLY INDICATED ON

DRAWINGS

h) THREADED INSERT - EXPANDED FERRULE INSERT WITH 2 OR 4 STRUTS HAVING A SAFE

WORKING LOAD OF 4,250 LBS MINIMUM AND GALVANIZED PER ASTM A153 (UNO).

11.03 LUMBER

a) ALL NEW LUMBER SHALL BE VISUALLY GRADED LUMBER, DOUGLAS FIR - LARCH OR SOUTHERN

YELLOW PINE NO. 2 OR BETTER WITH MAXIMUM MOISTURE CONTENT OF 19%, MINIMUM

E=1,600,000 PSI, AND MINIMUM BENDING ALLOWABLE Fb=1450 PSI FOR STRINGERS ONLY AND

Fb=1400 PSI FOR ALL OTHER MEMBERS IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS

FOR WOOD CONSTRUCTION.

b) ALL LUMBER SHALL BEAR VISIBLE GRADE STAMPING.

c) ALL LUMBER SHALL BE PRESSURE TREATED.

d) EXCEPT AS UPGRADED ON PLANS AND DETAILS, ALL LUMBER SHALL BE NAILED IN ACCORDANCE

WITH THE SPECIFIED NAILING SCHEDULE.

SINGLE NAILS SHOULD PENETRATE NOT LESS THAN 3/4" INTO NAILING STRIPS, SHEATHING OR

SUPPORTING CONSTRUCTION, UNLESS APPROVED FASTENINGS ARE USED.

11.04 TIMBER CONNECTIONS

a) JOIST HANGERS, FRAMING ANCHORS & RAFTER ANCHORS SHALL BE MINIMUM 18 GAGE PRIME

GALVANIZED STEEL AS MANUFACTURED BY TECO, SIMPSON, OR APPROVED EQUAL.

b) METAL CROSS BRIDGING SHALL BE GALVANIZED STEEL AS MANUFACTURED BY TECO, SIMPSON

OR APPROVED EQUAL, AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS DIRECTIONS.

11.05 RECYCLED PLASTIC LUMBER (RPL)

a) STRUCTURAL RECYCLED PLASTIC LUMBER SHALL BE MANUFACTURED WITH 100% RECYCLED HDPE

MATERIAL AND FIBERGLASS ELEMENTS MOLDED IN ONE PIECE WITH UV ADDITIVES. MATERIAL

SHALL HAVE A FLEXURAL STRENGTH OF 2,750 PSI, FLEXURAL MODULUS OF 306,080 PSI,

COMPRESSIVE STRENGTH OF 2,340 PSI, COMPRESSIVE MODULUS OF 114,900 PSI AND A SPECIFIC

GRAVITY OF 0.93 G/CC. FOR THE COMPLETE MATERIAL REQUIREMENTS, SEE THE TECHNICAL

SPECIFICATIONS.

b) DECK PLANK SCREWS -STRONG-DRIVE HEAVY DUTY WOOD SCREW 0.188" DIAMETER WITH 5/16"

HEX DRIVE, INTEGRAL WASHER AND A MINIMUM THREAD LENGTH OF 2.4" IN STAINLESS STEEL

GRADE 316.

c) 1/2" DIAMETER ANCHOR BOLTS/RODS SHALL BE ASTM F1554 AND GALVANIZED PER ASTM A153

(UNO)

d) ALL NUTS AND WASHERS SHALL BE ASTM A307 AND GALVANIZED PER A153 (UNO)

e) EPOXY ADHESIVE ANCHORING SYSTEM CAPABLE OF DEVELOPING A MINIMUM BOND STRENGTH OF

1200 LBS IN TENSION AND 3500 LBS IN SHEAR WITH AN EMBEDMENT DEPTH OF 3" MINIMUM.

f) STAIR THREAD SCREWS - #10 OR LARGER FLATHEAD X 3" DECK SCREWS WITH SELF TAPPING

POINT IN STAINLESS STEEL GRADE 305

11.06 STEEL PILES

a) ALL STEEL PILES SHALL CONFORM TO THE REQUIREMENTS OF ASTM A252 GRADE 3, WITH A

MINIMUM YEILD STRENGTH OF 45 KSI.

b) PILES AT CUT OFF ELEVATIONS SHALL NOT DEVIATE LATERALLY FROM THE PLAN SHOEN ON

THE DRAWING BY MORE THAN 3 INCHES. MAXIMUM ALIGNMENT TOLERANCE AT PILE AXIS SHALL

BE TWO PERCENT OF THE PILE LENGTH.

c) BASED IN THE CONTRACTORS WAVE EQUATION (WEAP) ANALYSIS, THE CONTRACTOR SHALL

PROPOSE DRIVING CRITERIA AND ASSOCIATED HAMMER TYPE/SIZE FOR INSTALLATION OF THE 18

INCH AND 24 INCH DIAMETER PRODUCTION PIPE PILES. THE PROPOSED HAMMER MUST BE

CAPABLE OF DRIVING THE PILE TO ACHIEVE THE REQUIRED CAPACITY WITHOUT RESULTING IN

OVERSTRESSING OF THE PILE SURING DRIVING. THE PROPOSED DRIVING CRITERIA AND HAMMER

TYPE/SIZE AS WELL AS WEAP ANALYSIS CALCULATIONS ARE SUBJECT TO ENGINEER'S

APPROVAL.

d) PULLING PILE INTO PLACE IS PROHIBITED.

e) JETTING OF PILES FOR INSTALLATION SHALL NOT BE PERMITTED.

f) NO PILE SPLICES ALLOWED

11.07 PILE DYNAMIC LOAD TEST FOR PRODUCTION PILES

a) PRIOR TO PRODUCTION PILE DRIVING, THE CONTRACTOR SHALL PERFORM DYNAMIC LOAD

TESTING ON THE 18 INCH AND 24 INCH DIAMETER INDICATOR PILES (ALSO PRODUCTION PILES)

AS SHOWN ON THE PILE LAYOUT PLAN. THE LOAD TESTING PROCEDURES SHALL BE IN

ACCORDANCE WITH THE REQUIREMENTS OF ASTM D4945 AND THE STEEL PIPE PILES

INSTALLATION SPECIFICATION. DRIVING CRITERIA FOR THE REMAINING PRODUCTION PILES SHALL

BE DETERMINED BY THE ENGINEER FOLLOWING DYNAMIC LOAD TESTING RESULTS.

b) THE MINIMUM ULTIMATE PILE CAPACITY BASED ON THE DYNAMIC TESTING RESULTS (CASE

METHOD AND CAPWAP ANALYSIS) SHALL BE 2.25 TIMES THE WORKING LOAD AS SHOWN ON THE

PILES SCHEDULE.

c) IF THE ULTIMATE PILE CAPACITY BASED ON THE DYNAMIC TESTING RESULTS IS LESS THAN THE

REQUIRED CAPCITY AS STATED ABOVE, THE TEST PILES SHALL BE RE-DRIVEN WITH DYNAMIC

TESTING AFTER A MINIMUM WAITING PERIOD OF 14 DAYS. THE RESTRIKE DRIVING SEQUENCE

SHLL BE PERFORMED WITH A WARMED UP HAMMER AND SHALL CONSIST OF STRIKING THE PILES

FOR 20 BLOWS OR UNTIL THE PILE PENETRATES AN ADDITIONAL THREE INCHES, WHICH EVER

OCCURS FIRST.

12 DESIGN CRITERIA

12.01 LOADINGS

A. LIVE LOAD (L)

a) PEDESTRIAN LOADING = 100 PSF

b) VEHICULAR LOADING (LANDING ONLY): H20 AS PER AASHTO.

c) VEHICULAR LOADING (BEACH SIDE RAMP ONLY): SMALL MAINTENANCE VEHICLE (DEERE GATOR

MODEL 855D) WITH A MAXIMUM LOAD OF 3200 LBS.

B. TEMPERATURE LOAD (T)

a) TEMPERATURE DROP OF 45 DEGREES F.

b) TEMPERATURE RISE OF 35 DEGREES F.

C. SEISMIC LOAD (S)

a) MAPPED MCE FOR 0.2S SPECTRAL RESPONSE ACCELERATION Ss = 0.3373715

b) MAPPED MCE FOR 1.0S SPECTRAL RESPONSE ACCELERATION S1 = 0.0670763

c) SITE CLASS = 5

d) SHORT PERIOD SITE COEFFICIENT AT 0.2S-PERIOD Fa = 2.5

e) LONG PERIOD SITE COEFFICIENT AT 1.0S-PERIOD Fv = 3.5

f) EXPONENT USED IN EQ. 12.8-7 ASCE 7-05 X = 0.9

12.02 DEFLECTION LIMITS

MAXIMUM LIVE LOAD DEFLECTION: L/360

12.03 WOOD STRUCTURAL ELEMENTS NOTES

a) HYDROSTATIC OR HYDRODYNAMIC FORCES WERE NOT CONSIDERED IN THE

DESIGN OF ACCESS STRUCTURES

b) SEISMIC AND EXTREME WIND LOADS WERE NOT CONSIDERED IN THE DESIGN

OF THE TIMBER STRUCTURES. THESE STRUCTURES ARE CONSIDERED

SACRIFICIAL IN SUCH EXTREME EVENTS

c) THE LIFE EXPECTANCY OF RPL STAIRS AND RAMPS IS APPROXIMATELY 10-20

YEARS, AND THEY SHOULD BE INSPECTED PERIODICALLY FOR MAINTENANCE

AND REPAIRS.

d) ACCESS STRUCTURES MAY EXPERIENCE DAMAGE DUE TO SOIL EROSION

TIDAL DATUM ELEVATION (NAVD88)

MHHW +2.41 FT

MHW +2.08 FT

MSL -0.23 FT

MLW -2.62 FT

MLLW -2.81 FT

BAR #

LENGTHS

TOP OTHERS

#3 1' - 11" 1' - 6"

#4 2' - 7" 2' - 0"

#5 3' - 2" 2' - 5"

#6 3' - 10" 2' - 11"

#7 4' - 6" 3' - 5"

#8 5' - 2" 4' - 0"

#9 6' - 7" 5' - 0"

NAILING SCHEDULE

(8" OR LESS IN WIDTH)

1" FLOOR DECKING

COMMON - DIRECT 2-8d EACH RAFTER

AG-102

56390001

GENERAL NOTES 2

8031/13/15

4 REVISED AS NOTED 9/15/14

7 PDA TEST PILE NOTES 10/20/14

8 REVISED AS NOTED 11/25/14

9 REVISED AS NOTED 1/12/15

BELOW ELEVATION +5.

12.04 LOAD COMBINATIONS

THE FOLLOWING LOAD COMBINATIONS HAVE BEEN USED TO DESIGN THE CONCRETE STRUCTURAL

ELEMENTS.

SERVICE LOAD DESIGN

a) D

b) D+L

c) D+S

d) D+L+T

e) D+0.75L+0.75S+0.75T

f) D+0.7E

g) D+0.75L+0.75(0.7E)+0.75S

h) 0.6D+0.7E

LOAD FACTOR DESIGN

a) 1.4D

b) 1.2D+1.6L

c) 1.4D+1.2T

d) 1.2D+1.6L+0.5S+T

e) 1.2D+1.6S+L+1.2T

f) 1.2D+E+L+0.2S

g) 1.2D+1.2T+0.5L

h) 1.2D+1.6L+T

i) 0.9D+E

WHERE D=DEAD LOAD + ANY SUPERIMPOSED DEAD LOAD, L=LIVE LOAD, S=SNOW LOAD,

T=TEMPERATURE LOAD, E=SEISMIC LOAD

THE FOLLOWING ADDITIONAL LOAD COMBINATIONS HAVE BEEN USED TO DESIGN THE WOOD STRUCTURAL

ELEMENTS.

ALLOWABLE STRESS DESIGN

a) D+W

b) D+0.75L+0.75W

c) 0.6D+W

WHERE W=WIND LOAD (DESIGN WIND SPEED OF 110 MPH)

13 DESIGN STANDARDS

THE LATEST EDITION OF THE FOLLOWING DOCUMENTS GOVERNS:

a) NEW YORK CITY BUILDING CODE

b) AASHTO - AMERICAN ASSOCIATION OF STATE HIGHWAY OFFICIALS - STANDARD SPECIFICATIONS

FOR HIGHWAY BRIDGES.

c) ACI - BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE.

d) AISC - AMERICAN INSTITUTE OF STEEL CONSTRUCTION - MANUAL OF STEEL CONSTRUCTION

e) ASCE 7-05 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES.

f) AWS - AMERICAN WELDING SOCIETY - WELDING CODE - STEEL (AWS D1.1)

g) NYS BRIDGE DESIGN MANUAL.

h) AITC - AMERICAN INSTITUTE OF TIMBER CONSTRUCTION - TIMBER CONSTRUCTION MANUAL (6TH

EDITION)

14 MONITORING NOTES

14.01 PRIOR TO CONSTRUCTION ACTIVITIES THE CONTRACTOR IS TO PREPARE A PRE-CONSTRUCTION

REPORT AND SUBMIT TO ENGINEER IN ACCORDANCE WITH NYCDEP STANDARD SPECIFICATION SECTION

5.43.

14.02 DURING COURSE OF PILE OPERATIONS THE CONTRACTOR IS TO CONTINUOUSLY MONITOR AND

SUMMARIZE THE EFFECTS OF CONSTRUCTION ACTIVITIES ON STRUCTURES/BUILDINGS IN REAL-TIME IN

ACCORDANCE WITH NYCDEP STANDARD SEWER SPECIFICATION 5.43B.

15 SPECIAL INSPECTION NOTES

15.01 PROVIDE SPECIAL INSPECTIONS AS PER NYC BUILDING CODE FOR INSTALLATION OF:

A. FIRE ALARM TEST

B. STRUCTURAL STEEL-WELDING

C. STRUCTURAL STEEL-ERECTION AND BOLTING

D. CONCRETE CAST-IN-PLACE

E. SOILS-SITE PREPARATION

F. SOILS-FILL PLACEMENT & IN-PLACE DENSITY

G. PILE FOUNDATION & DRILLED PIER INSTALLATION

H. PIER FOUNDATIONS

I. FUEL-OIL STORAGE AND FUEL-OIL PIPING SYSTEMS

J. FUEL-GAS PIPING (WELDING)

K. SITE STORM DRAINAGE DISPOSAL AND DETENTION SYSTEM INSTALLATION

L. SPRINKLER SYSTEM

M. CONCRETE TEST CYLINDERS

N. CONCRETE DESIGN MIX

0. FIRESTOPPING

15.02 ALL SPECIAL INSPECTIONS SHALL BE DONE UNDER THE SUPERVISION OF A PROFESSIONAL ENGINEER

LICENSED IN THE STATE OF NEW YORK. REPORTS SHALL BE SUBMITTED TO THE AUTHORITY AND

ENGINEER FOR REVIEW.

15.03 THE CONTRACTOR SHALL PROVIDE ANY ADDITIONAL INSPECTIONS REQUIRED AT NO ADDITIONAL COST

TO THE CITY IN ADDITION TO THE LIST MENTIONED UNDER NOTE 14.01.

16 SPECIAL NOTES

16.01 ITEM NUMBERS REFERENCED IN THE CONTRACT DRAWINGS AND SPECIFICATIONS SHALL GOVERN THE

LABOR, MATERIALS, EQUIPMENT, PERMITS/APPROVALS AND METHODS REQUIRED FOR CONSTRUCTION

DEMOLITION. SINCE THE PROJECT IS TO BE BID AS A LUMP SUM CONTRACT, THE "PRICE TO COVER"

SECTION OF REFERENCED SPECIFICATIONS SHALL NOT APPLY. SIMILARLY, ALL NOTES OR OTHER

REFERENCES TO ITEMIZED PAYMENT CONTAINED IN THESE CONTRACT DOCUMENTS DO NOT APPLY.

16.02 WHEN THE CONTRACTOR IDENTIFIES WORK BELIEVED TO BE OUT OF SCOPE, THE CONTRACTOR SHALL

NOTIFY THE ENGINEER IMMEDIATELY IN WRITING. THE WRITTEN NOTIFICATION SHALL INCLUDE:

(i) DESCRIPTION OF WORK CONSTITUTED AS OUT-OF-SCOPE.

(ii) THE ITEMIZED COST OF THE CHANGE, INCLUDING ANY SUBCONTRACTORS COSTS.

(iii) ANY RESULTING INCREASE OR DECREASE IN THE CONTRACT PRICE.

(iv) ANY CHANGES IN THE PROJECT SCHEDULE WHICH WOULD RESULT FROM IMPLEMENTATION OF THE

CHANGE IN SCOPE.

16.03 NO WORK SHALL COMMENCE UNTIL AUTHORIZED, IN WRITING, BY THE ENGINEER. ANY OUT-OF-SCOPE

WORK PERFORMED BY THE CONTRACTOR PRIOR TO AUTHORIZATION, IN WRITING, BY THE ENGINEER, SHALL BE PERFORMED AT THE CONTRACTORS SOLE RISK AND AT NO COST TO THE CITY.

17. WATER MAIN NOTES

17.01 HOUSE CONNECTION AND SEWER NOTES WITH RESPECT TO WATER MAIN INSTALLATIONS:

1. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL DETERMINE BY TEST PITS, TELEVISION INSPECTION, OR ANY OTHER MEANS NECESSARY, FOR EACH AND EVERY HOUSE WITHIN

THE LIMITS OF THE PROPOSED WATER MAIN, THE LOCATION AND ELEVATION OF THE HOUSE TRAPS, HOUSE CONNECTION, ETC., AND THE LOCATION OF THE EXISTING SEWER TO WHICH THEY ARE

CONNECTED. BASED ON THE FINDING, THE CONTRACTOR SHALL INFORM THE ENGINEER IN WRITING, OF

ANY ANTICIPATED DIFFICULTIES HE/SHE MIGHT ENCOUNTER IN RECONNECTING THESE EXISTING HOUSE

CONNECTIONS TO THE PROPOSED AND EXISTING SEWERS .

2. ALL EXISTING SEWERS AND SEWER HOUSE CONNECTIONS SHOULD BE CONTINUOUSLY MAINTAINED

DURING CONSTRUCTION OF THE WATER MAIN. IF ANY SEWER OR SEWER HOUSE CONNECTION IS TO BE

DISCONNECTED FOR CONSTRUCTION PURPOSES, FLOW SHALL BE MAINTAINED BY FLUMING OR OTHER

SUITABLE MEANS AS DIRECTED BY THE ENGINEER AND IN SUCH A MANNER THAT NO BACK-UPS

OCCUR. EXISTING SEWERS, HOUSE CONNECTIONS OR OTHER SEWER APPURTENANCES WHICH ARE TO

REMAIN, AND WHICH MIGHT BE DISTURBED FOR CONSTRUCTION PURPOSES, SHALL BE RESTORED TO

THEIR PRESENT CONDITION AFTER COMPLETION OF THE WORK, AND DAMAGE DONE AS A RESULT OF

THE WORK SHALL BE REPAIRED AT NO EXTRA COST TO THE CITY.

17.02 CLEARANCE REQUIREMENTS BETWEEN WATER MAINS AND SEWERS:

WITH RESPECT TO WATER MAIN INSTALLATIONS, THE REQUIREMENTS OF THE DEPARTMENT OF

ENVIRONMENTAL PROTECTION, BUREAU OF WATER SUPPLY & WASTEWATER COLLECTION, REGARDING

CLEARANCES TO BE MAINTAINED DURING THE COURSE OF CONSTRUCTION ARE AS FOLLOWS:

A.FOR WATER MAINS INSTALLED PARALLEL TO SEWERS:

WHERE THE DEPTH TO THE BOTTOM OF THE SEWER CRADLE IS LESS THAN TEN (10) FEET, THE

CLEARANCE BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE CENTERLINE OF THE SEWER SHOULD

BE NOT LESS THAN SIX (6) FEET PLUS ONE-HALF THE SEWER DIAMETER.

WHERE THE DEPTH OF THE BOTTOM OF THE SEWER CRADLE IS TEN (10) FEET OR MORE, THE

CLEARANCE BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE CENTERLINE OF THE EXISTING SEWER

SHALL BE INCREASED ONE (1) FOOT FOR EACH ADDITIONAL FIVE (5) FEET OF DEPTH OVER TEN (10)

FEET, OR PORTION THEREOF.

B.FOR WATER MAINS CROSSING SEWERS:

WHEREVER THE CLEARANCE BETWEEN THE TOP OF AN EXISTING SEWER AND THE BOTTOM OF THE

PROPOSED WATER MAIN, AT THEIR CROSSING, IS LESS THAN ONE (1) FOOT, THE WATER MAIN IS TO BE

SUPPORTED BY A TRUSS ARRANGEMENT AND THE CLEARANCE SPACE IS TO BE FILLED WITH LAYERS

OF COMPRESSIBLE MATERIAL TO AVOID EXCESSIVE BEARING PRESSURE ON THE SEWER PIPE. IN NO

CASE, HOWEVER, SHOULD THIS CLEARANCE BE LESS THAN SIX (6) INCHES.

18. GENERAL DISTRIBUTION WATER MAIN NOTES:

18.01 ALL WATER MAIN WORK AND MATERIALS SHALL BE DONE IN ACCORDANCE WITH THE CONTRACT

PLANS AND IN CONFORMANCE WITH THE N.Y.C. D.E.P.. STANDARD WATER MAIN SPECIFICATIONS, APPLICABLE STANDARD DRAWINGS, AND SPECIFIC CONTRACT REQUIREMENTS.

18.02 CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT AND N.Y.C. D.E.P..- CONSTRUCTION AT LEAST

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

PLACE BEFORE SHUT- OFF VALVES HAVE BEEN CLOSED BY THE D.E.P. PERSONNEL.

18.03 THE ALIGNMENT OF THE WATER MAINS AND THE LOCATION OF THE VALVES AND HYDRANTS ARE

SHOWN SCHEMATICALLY. THE EXACT ALIGNMENTS SHALL BE DETERMINED IN THE FIELD BY THE

ENGINEER, AS THE WORK PROGRESSES.

18.04 ALL DUCTILE IRON WATER MAINS UP TO AND INCLUDING 24” DIAMETER SHALL HAVE RESTRAINED

JOINTS AND SHALL BE CEMENT LINED AS PER N.Y.C. D.E.P.. STANDARD “SPECIFICATIONS FOR

DUCTILE IRON PIPE WITH PUSH-ON JOINTS AND DUCTILE IRON FITTINGS WITH MECHANICAL JOINTS

6” THROUGH 48” IN DIAMETER,” LATEST REVISION.

18.05 ALL FITTINGS SHALL EMPLOY FULL BODY TYPE MECHANICAL JOINTS WITH RETAINER GLANDS AND

SHALL CONFORM TO THE REQUIREMENTS OF N.Y.C. D.E.P.. STANDARD SPECIFICATIONS FOR

“DUCTILE-IRON AND GRAY-IRON FITTINGS, 3”-48” IN DIAMETER,” LATEST REVISION.

ALL WATER MAIN VALVES SHALL BE DUCTILE IRON GATE VALVES IN ACCORDANCE WITH N.Y.C. D.E.P..

STANDARD SPECIFICATIONS FOR GATE VALVES 3”- 20” IN DIAMETER, LATEST REVISION. ACCESS TO

WATER VALVES WITHIN THE WORK AREA SHALL BE MAINTAINED AT ALL TIMES.

18.06 PRIOR TO CONNECTING THE NEW MAINS TO THE EXISTING ONES, IT MUST BE MADE ABSOLUTELY

CERTAIN THAT ALL THE REPLACEMENT/ RESTRAINT REQUIREMENTS DUE TO NEWLY INSTALLED

VALVES AND FITTINGS ARE FULLY MET. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY

DAMAGE TO PROPERTY AND FOR PERSONNEL INJURY CAUSED BY NEGLIGENCE OR OMISSION

REGARDING COMPLIANCE WITH THE REPLACEMENT/RESTRAINT REQUIREMENTS.

18.07 FOR TYPICAL MINIMUM LENGTHS OF REQUIRED REPLACEMENT! RESTRAINT, SEE TABLE A8-2 IN

“STANDARD SPECIFICATIONS FOR DUCTILE- IRON PIPE WITH PUSH-ON JOINTS AND DUCTILE-IRON

FITTINGS WITH MECHANICAL JOINTS 6” THROUGH 48”, LATEST REVISION.

PRIOR TO BEGINNING ANY WATER MAIN WORK, THE CONTRACTOR MUST IDENTIFY THE LOCATION, SIZE, AND

TYPE OF ALL EXISTING UTILITIES, INCLUDING ALL SEWER AND WATER HOUSE/SERVICE CONNECTIONS.

18.08 ALL WATER AND SEWER HOUSE SERVICES SHOULD BE MAINTAINED AND PROTECTED AGAINST

FREEZING DURING CONSTRUCTION.

18.09 ALL TAPS AND WET CONNECTIONS ON THE EXISTING WATER MAIN SHOULD BE TRANSFERRED TO THE

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

18.10 ALL HYDRANTS SHALL BE MAINTAINED IN SERVICE AS PER NEW YORK CITY FIRE DEPARTMENT

REQUIREMENTS. HYDRANTS SHALL BE “BREAKAWAY” TYPE, AND SHALL HAVE HYDRANT FENDERS AS

PER N.Y.C. D.E.P.. STANDARDS.

18.11 ALL EXCAVATION SHALL BE DONE BY HAND WITHIN ONE FOOT (1'-0”) OF EXISTING WATER MAINS, SEWERS, HOUSE CONNECTIONS, DRAINS AND OTHER UTILITIES.

18.12 FOR WATER INSTALLED PARALLEL TO SEWERS:

A. WHERE THE DEPTH TO THE BOTTOM OF THE SEWER CRADLE IS LESS THAN TEN (10) FEET, THE

CLEARANCE BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE CENTERLINE OF THE

EXISTING SEWER SHOULD NOT BE LESS THAN SIX (6) FEET PLUS ONE-HALF THE SEWER

DIAMETER.

B. WHERE THE DEPTH TO THE BOTTOM OF THE SEWER CRADLE IS TEN (10) FEET OR MORE, THE

CLEARANCE BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE CENTERLINE OF THE

EXISTING SEWER SHALL BE INCREASED ONE (1) FOOT FOR EACH ADDITIONAL FIVE (5) FEET

OF DEPTH OVER TEN (10) FEET, OR PORTION THEREOF.

18.13 FOR WATER MAINS CROSSING SEWERS:

WHEREVER THE CLEARANCE BETWEEN THE TOP OF AN EXISTING SEWER AND THE BOTTOM OF THE

PROPOSED WATER MAIN, AT THEIR CROSSING, IS LESS THAN ONE (1) FOOT, THE WATER MAIN IS TO

BE SUPPORTED BY A TRUSS ARRANGEMENT AND THE CLEARANCE SPACE IS TO BE FILLED WITH

LAYERS OF COMPRESSIBLE MATERIAL TO AVOID EXCESSIVE BEARING PRESSURE ON THE SEWER PIPE.

IN NO CASE, HOWEVER, SHOULD THIS CLEARANCE BE LESS THAN SIX (6) INCHES.

18.14 ALL WATER MAINS WITH A COVER LESS THAN 2'-6” SHALL BE PROTECTED BY SHALLOW COVER

PROTECTION. TYPE AND SIZE OF THE SHALLOW COVER PROTECTION SHALL BE AS SPECIFIED ON THE

CONTRACT PLANS.

18.15 STEEL WATER MAINS SHALL BE USED WHERE SPECIFIED IN THE PLANS AND AS ORDERED BY THE

ENGINEER. THE STEEL MAINS SHALL BE FABRICATED, TESTED, LINED, COATED, AND INSTALLED IN

ACCORDANCE WITH “N.Y.C. D.E.P.. STANDARD SPECIFICATIONS FOR FURNISHING DELIVERING AND

LAYING STEEL PIPES AND APPURTENANCES”, LATEST REVISION, ALL APPLICABLE N.Y.C. D.E.P..

STANDARD DRAWINGS, AND AS ORDERED BY THE ENGINEER.

18.16 CONTRACTOR SHALL SUBMIT GEOMETRY DRAWINGS FOR FABRICATION AND LAYING OF STEEL PIPE, INCLUDING PIPE SUPPORTS AND SHALLOW COVER PROTECTION, TO THE ENGINEER FOR APPROVAL

PRIOR TO FABRICATION.

18.17 CONTRACTOR SHALL SUBMIT ALL STEEL WATER MAIN FABRICATION SHOP DRAWINGS AND CATALOG

CUTS FOR THE WATER MAIN(S) AND APPURTENANCES, ALL IN ACCORDANCE WITH

APPROVED/ACCEPTED GEOMETRY OF THE PIPE, AND ALL APPLICABLE D.E.P. STANDARDS, TO THE

ENGINEER FOR APPROVAL PRIOR TO FABRICATION.

18.18 ALL STEEL WATER MAINS UP TO AND INCLUDING 24” IN DIAMETER SHALL HAVE FLANGED JOINTS, UNLESS OTHERWISE NOTED ON THE PLANS. JOINTS SHALL BE FORGED STEEL SLIP-ON FLANGES, CLASS E, AS PER NYCDEP STANDARD DRAWING NO. 38336-Y-A, LATEST REVISION.

18.19 ALL BENDS ON STEEL WATER MAINS SHALL BE STANDARD WEIGHT LONG- RADIUS ELBOWS OR

SHALL BE SHOP FABRICATED FROM PIPE SEGMENTS AS PER “N.Y.C. D.E.P.. STANDARD

SPECIFICATIONS FOR FURNISHING DELIVERING AND LAYING STEEL PIPES AND APPURTENANCES”, LATEST REVISION.

18.20 THE CONNECTION BETWEEN STEEL AND DUCTILE IRON WATER MAINS SHALL BE ACCOMPLISHED BY

INSULATED FLANGED JOINTS, AS SHOWN ON N.Y.C. D.E.P.. STANDARD DRAWING NO. 46104 -- W, LATEST REVISION.

18.21 AFTER WATER MAIN WORK UNDER THE CONTRACT IS SATISFACTORILY COMPLETED, THE CONTRACTOR

SHALL SUBMIT, FIVE (5) COMPLETE SETS OF AS-BUILT DRAWINGS, APPROVED BY THE RESIDENT

ENGINEER, FOR THE BUREAU'S FILES.

18.22 CONTRACTOR SHALL MAINTAIN 4 FEET OF COVER OVER ALL WATER MAINS AND THE COVER SHALL

NOT BE LESS THAN 2 FEET. DUE TO FIELD CONDITIONS, IF WATER MAINS HAVE LESS THAN 3 FEET

OF COVER, BUT MORE THAN OR EQUAL TO 2 FEET OF COVER, PIER AND PLATE THE WATER MAIN IN

ACCORDANCE WITH N.Y.C. D.E.P. STANDARD DRAWING NUMBERS: 46464-Z, 42063-Y, AND 22785. IF

ADJACENT UTILITY INTERFERENCES RESTRICT THE CONSTRUCTION OF PIER AND PLATE AS PER N.Y.C.

D.E.P.