R5-Phase 3 Boardwalk Access Beach 105 to 126.pdf

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BEACH 105TH STREET TO BEACH 126TH STREET

PHASE 3 BOARDWALK ACCESS AND AMENITIES

NEW YORK CITY ECONOMIC DEVELOPMENT CORPORATION

LOCATION PLAN

N.T.S.

PROJECT SITE

T H

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E A

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C H

VICINITY MAP

N.T.S.

MANHATTAN

ISLAND

STATEN

BROOKLYN

QUEENS

THE BRONX

AG-100

56390001

TITLE, VICINITY MAP, LOCATION PLAN AND LIST OF DRAWINGS

PHASE 3 BOARDWALK RECONSTRUCTION

BEACH 105TH STREET TO BEACH 126TH STREET

12712/3/15

AS SHOWN

P3

INDEX OF DRAWINGS

NUMBER

DRAWING

NUMBER

SHEET

SHEET TITLE

AG-100 1 TITLE, VICINITY MAP, LOCATION PLAN

AG-101 2 GENERAL NOTES

AG-102 3 GENERAL NOTES

AG-103 4 GENERAL NOTES

AG-104 5 LEGEND AND ABBREVIATIONS

AG-105 6 REFERENCE AND GENERAL DETAILS

AG-200 7 SURVEY CONTROL

AG-201 8 SURVEY CONTROL

AG-202 9 SURVEY CONTROL

AG-203 10 SURVEY CONTROL

AG-204 11 SURVEY CONTROL

AG-205 12 EXISTING CONDITIONS PLAN

AG-206 13 EXISTING CONDITIONS PLAN

AG-207 14 EXISTING CONDITIONS PLAN

AG-208 15 EXISTING CONDITIONS PLAN

AG-209 16 EXISTING CONDITIONS PLAN

AG-210 17 EXISTING CONDITIONS PLAN

AG-211 18 EXISTING CONDITIONS PLAN

AG-212 19 EXISTING CONDITIONS PLAN

AG-213 20 EXISTING CONDITIONS PLAN

AG-214 21 EXISTING CONDITIONS PLAN

AG-215 22 EXISTING CONDITIONS PLAN

AG-216 23 BASE LINE TIES

AC-100 24 CIVIL CONSTRUCTION PLAN

AC-101 25 CIVIL CONSTRUCTION PLAN

AC-102 26 CIVIL CONSTRUCTION PLAN

AC-103 27 CIVIL CONSTRUCTION PLAN

AC-104 28 CIVIL CONSTRUCTION PLAN

AC-105 29 CIVIL CONSTRUCTION PLAN

AC-106 30 CIVIL CONSTRUCTION PLAN

AC-107 31 CIVIL CONSTRUCTION PLAN

AC-108 32 CIVIL CONSTRUCTION PLAN

AC-109 33 CIVIL CONSTRUCTION PLAN

AC-110 34 CIVIL CONSTRUCTION PLAN

AC-300 35 CIVIL GRADING AND DRAINAGE PLAN

AC-301 36 CIVIL GRADING AND DRAINAGE PLAN

AC-302 37 CIVIL GRADING AND DRAINAGE PLAN

AC-303 38 CIVIL GRADING AND DRAINAGE PLAN

AC-304 39 CIVIL GRADING AND DRAINAGE PLAN

AC-305 40 CIVIL GRADING AND DRAINAGE PLAN

AC-306 41 CIVIL GRADING AND DRAINAGE PLAN

AC-307 42 CIVIL GRADING AND DRAINAGE PLAN

AC-308 43 CIVIL GRADING AND DRAINAGE PLAN

AC-309 44 CIVIL GRADING AND DRAINAGE PLAN

AC-310 45 CIVIL GRADING AND DRAINAGE PLAN

AS-600 46 BEACH SIDE RAMP ALIGNMENT PLAN AND PROFILE AT B121ST ST

AS-601 47 BEACH SIDE RAMP CONCRETE PLANK PLAN AT B121ST ST

AS-602 48 BEACH SIDE RAMP PILE LAYOUT PLAN AT B121ST ST

AS-603 49 BEACH SIDE RAMP ALIGNMENT PLAN AND PROFILE AT B113TH ST

AS-604 50 BEACH SIDE RAMP CONCRETE PLANK PLAN AT B113TH ST

AS-605 51 BEACH SIDE RAMP PILE LAYOUT AT B113TH ST

AS-606 52 BEACH SIDE RAMP ALIGNMENT PLAN AND PROFILE AT B108TH ST

AS-607 53 BEACH SIDE RAMP CONCRETE PLANK PLAN AT B108TH ST

AS-608 54 BEACH SIDE RAMP PILE LAYOUT PLAN AT B108TH ST

AS-609 55 BEACH SIDE LANDING SECTIONS

AS-610 56 BEACH SIDE RAMP SECTIONS

AS-611 57 BEACH SIDE LANDING PLANK DETAILS

AS-612 58 BEACH SIDE RAMP PLANK DETAILS

AS-613 59 BEACH SIDE RAMP DECKING DETAILS

AS-614 60 BEACH SIDE VEHICULAR RAMP AT B126TH ST

AS-615 61 BEACH SIDE VEHICULAR RAMP AT B116TH ST

AS-616 62 BEACH SIDE VEHICULAR RAMP AT B110TH ST

AS-650 63 BEACH SIDE PILE TABLE

AS-700 64 LAND SIDE VEHICULAR RAMP AT B126TH ST

AS-701 65 LAND SIDE VEHICULAR RAMP AT B109TH ST

AS-702 66 LAND SIDE ADA RAMP AT B125TH ST

INDEX OF DRAWINGS

NUMBER

DRAWING

NUMBER

SHEET

SHEET TITLE

AS-703 67 LAND SIDE ADA RAMP AT B123RD ST

AS-704 68 LAND SIDE ADA RAMP AT B121ST ST

AS-705 69 LAND SIDE ADA RAMP AT B120TH ST

AS-706 70 LAND SIDE ACCESS RAMP AT B118TH ST

AS-707 71 LAND SIDE ADA RAMP AT B114TH ST

AS-708 72 LAND SIDE ADA RAMP AT B113TH ST

AS-709 73 LAND SIDE ADA RAMP AT B111TH ST

AS-710 74 LAND SIDE ADA RAMP AT B108TH ST

AS-711 75 LAND SIDE ADA RAMP SECTIONS AND DETAILS

AS-712 76 LAND SIDE STAIR AT B126TH ST

AS-713 77 LAND SIDE STAIR DETAILS

AS-714 78 RPL FASCIA WALL

AS-750 79 LAND SIDE PILE TABLE

AS-800 80 PILE CAP REINFORCEMENT 1

AS-801 81 PILE CAP REINFORCEMENT 2

AS-802 82 PILE CAP REINFORCEMENT 3, 3A, 3B, 3C & 3D

AS-803 83 PILE CAP REINFORCEMENT 3E

AS-804 84 PILE CAP REINFORCEMENT 4, 4A & 5

AS-805 85 PILE CAP REINFORCEMENT 6 & 6A

AS-806 86 PILE CAP REINFORCEMENT 7 & 7A

AS-807 87 PILE CAP REINFORCEMENT 8

AS-810 88 24 IN. DIA. PILE CONNECTION DETAILS 1

AS-811 89 18 IN. DIA. PILE CONNECTION DETAILS 2

AS-900 90 WOOD STAIR, TWO SUPPORTS W. LANDING - TYPE A

AS-901 91 WOOD STAIR, TWO SUPPORTS W.O. LANDING - TYPE C

AS-902 92 WOOD STAIR DETAILS - 1

AS-903 93 WOOD STAIR DETAILS - 2

AS-904 94 BEACH SIDE WOOD RAMP PLANS - PERPENDICULAR

AS-905 95 BEACH SIDE WOOD RAMP SECTION AND ELEVATION

AS-906 96 BEACH SIDE WOOD RAMP DETAILS

AE-300 97 ELECTRICAL DETAILS

AL-100 98 FURNITURE, SIGNAGE & RAILING LAYOUT

AL-101 99 FURNITURE, SIGNAGE & RAILING LAYOUT

AL-102 100 FURNITURE, SIGNAGE & RAILING LAYOUT

AL-103 101 FURNITURE, SIGNAGE & RAILING LAYOUT

AL-104 102 FURNITURE, SIGNAGE & RAILING LAYOUT

AL-105 103 FURNITURE, SIGNAGE & RAILING LAYOUT

AL-106 104 FURNITURE, SIGNAGE & RAILING LAYOUT

AL-107 105 FURNITURE, SIGNAGE & RAILING LAYOUT

AL-108 106 FURNITURE, SIGNAGE & RAILING LAYOUT

AL-109 107 FURNITURE, SIGNAGE & RAILING LAYOUT

AL-110 108 FURNITURE, SIGNAGE & RAILING LAYOUT

AL-200 109 PLANTING & PAVEMENT SCORING PLAN

AL-201 110 PLANTING & PAVEMENT SCORING PLAN

AL-202 111 PLANTING & PAVEMENT SCORING PLAN

AL-203 112 PLANTING & PAVEMENT SCORING PLAN

AL-204 113 PLANTING & PAVEMENT SCORING PLAN

AL-205 114 PLANTING & PAVEMENT SCORING PLAN

AL-206 115 PLANTING & PAVEMENT SCORING PLAN

AL-207 116 PLANTING & PAVEMENT SCORING PLAN

AL-208 117 PLANTING & PAVEMENT SCORING PLAN

AL-209 118 PLANTING & PAVEMENT SCORING PLAN

AL-210 119 PLANTING & PAVEMENT SCORING PLAN

AL-211 120 PLANTING SCHEDULES & NOTES

AL-212 121 PLANTING DETAILS-1

AL-213 122 PLANTING DETAILS-2

AL-301 123 RAILING DETAILS-1

AL-302 124 RAILING DETAILS-2

AL-303 125 RAILING DETAILS-3

AL-304 126 RAILING DETAILS-4

AL-305 127 RAILING DETAILS-5

AL-306 128 SITE FURNISHING DETAILS-1

AL-307 129 SITE FURNISHING DETAILS-2

AL-308 130 SITE FURNISHING DETAILS-3

AL-309 131 SIGN SCHEDULE & DETAILS-1

AL-310 132 SIGN SCHEDULE & DETAILS-2

PROJECT LOCATION

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 NYC DOT'S TRAFFIC CONTROL &

ENGINEERING UNIT, DIVISION OF TRANSPORTATION AND PLANNING MANAGEMENT.

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 THE CONTRACTOR IS RESPONSIBLE TO FURNISH, MAINTAIN AND INSTALL ALL REGULARTORY, WARNING, STREET NAMES, TRAFFIC SIGNS AND SUPPORTS WHICH SHALL CONFORM TO THE NEW YORK CITY

DEPARTMENT OF TRANSPORTATION'S STANDARD DRAWINGS, SPECIFICATIONS 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.

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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

BELOW ELEVATION +5.

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

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GENERAL NOTES

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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…