100% Bridge Support Drawings

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CITY OF NEW YORK DEPARTMENT OF TRANSPORTATION DIVISION OF BRIDGES FINAL DESIGN FOR THE STABILITY DURING DREDGING FOR THE UNION STREET AND CARROLL STREET BRIDGES OVER GOWANUS CANAL

B.I.N. 2-24026-0 & 2-24027-0 BOROUGH OF BROOKLYN

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UNION STREET BRIDGE OVER GOWANUS CANAL B.I.N. 2-24027-0

CARROLL STREET BRIDGE OVER GOWANUS CANAL B.I.N. 2-24026-0

NOT FOR CONSTRUCTION LOCATION PLAN N.T.S.

SHEET NO. 1 TOTAL SHEETS 26 SHEET TOTAL NO. SHEETS INDEX OF DRAWINGS 2 26 SHT NO DESCRIPTION DWG NO GENERAL DRAWINGS 1 COVER SHEET G-1 2 INDEX OF DRAWINGS G-2 3 GENERAL NOTES (1 OF 2) G-3 4 GENERAL NOTES (2 OF 2) G-4 5 ABBREVIATIONS G-5 CARROLL STREET BRDIGE OVER GOWANUS CANAL B.I.N. 2-24026-0 6 EXISTING CONDITIONS PLAN AND ELEVATION C-1 7 DREDGING PLAN C-2 8 WEST ABUTMENT ELEVATIONS C-3 9 EAST ABUTMENT ELEVATIONS AND SECTION C-4 10 PROPOSED GENERAL PLAN AND ELEVATION C-5 11 PIPE PILE WALL LAYOUT PLAN C-6 12 PIPE PILE WALL PROFILE AND SECTIONS C-7 UNION STREET BRDIGE OVER GOWANUS CANAL B.I.N. 2-24027-0 13 EXISTING CONDITIONS PLAN AND ELEVATION U-1 14 PROPOSED GENERAL PLAN AND ELEVATION U-2 15 PIPE PILE WALL LAYOUT PLAN U-3 16 PIPE PILE WALL PROFILE AND SECTIONS U-4 17 DREDGING DETAILS AT EXISTING PIER FENDER I U-5 18 DREDGING DETAILS AT EXISTING PIER FENDER II U-6 STRUCTURAL DETAILS 19 PIPE PILE WALL DETAILS S-1 MONOPILE DOLPHIN 20 DOLPHIN PLAN, SECTION AND DETAILS F-1 WORK ZONE TRAFFIC CONTROL 21 WORK ZONE TRAFFIC CONTROL NOTES SHEET 1 OF 2 WZTC-1 22 WORK ZONE TRAFFIC CONTROL NOTES SHEET 2 OF 2 WZTC-2 23 WORK ZONE TRAFFIC CONTROL AND DETOUR PLAN CARROLL ST WZTC-3 24 WORK ZONE TRAFFIC CONTROL AND DETOUR PLAN UNION ST WZTC-4 25 WORK ZONE TRAFFIC CONTROL DETAIL WZTC-5 26 SIGN TEXT DATA TABLE WZTC-6

100% SUBMISSION

CITY OF NEW YORK DEPARTMENT OF TRANSPORTATION DIVISION OF BRIDGES PREPARED BY: GREENMAN-PEDERSEN, INC. ALTERED BY: NYS P.I.N. NO. FED. AID PROJ. NO.

NYC P.I.N. NO.

CONTRACT NO. CD NO.

GENERAL NOTES: 7. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE FACT THAT DUE TO 11. ITEM NUMBERS USED ARE FOR SPECIFICATION REFERENCE ONLY, NOT FOR THE NATURE OF BULKHEAD SUPPORT PROJECTS, THE EXACT EXTENT OF UTILITIES: 1. ELEVATIONS (EL.) ARE IN FEET (FT) BASED ON THE NORTH AMERICAN PAYMENT PURPOSES. WORK CANNOT ALWAYS BE ACCURATELY DETERMINED PRIOR TO THE VERTICAL DATUM OF 1988 (NAVD88). THE GRID COORDINATE SYSTEM COMMENCEMENT OF WORK. THESE CONTRACT DOCUMENTS HAVE BEEN 1. LOCATIONS OF EXISTING UTILITIES AS SHOWN ON THE PLANS, ARE BASED CORRESPONDS TO NEW YORK STATE PLANE, EAST ZONE (3101). DESIGN AND SPECIFICATIONS: PREPARED BASED ON FIELD INSPECTION AND OTHER AVAILABLE ON INFORMATION AVAILABLE WHEN THESE DRAWINGS WERE PREPARED HORIZONTAL REFERENCE DATUM IS NORTH AMERICAN DATUM OF 1983 INFORMATION. ACTUAL FIELD CONDITIONS MAY REQUIRE MODIFICATIONS AND SHOULD BE CONSIDERED APPROXIMATE. EXACT LOCATIONS SHALL BE (NAD83). 1. MATERIAL AND CONSTRUCTION SPECIFICATIONS SHALL BE THE NEW YORK TO CONSTRUCTION DETAILS AND WORK QUANTITIES. THE CONTRACTOR VERIFIED IN THE FIELD AND ARE THE RESPONSIBILITY OF THE STATE DEPARTMENT OF TRANSPORTATION (NYSDOT) STANDARD SHALL PERFORM THE WORK IN ACCORDANCE WITH ACTUAL FIELD CONTRACTOR. 2. THE BATHYMETRIC SURFACE WAS CREATED BASED ON DATA FROM A SPECIFICATIONS, CONSTRUCTION AND MATERIALS, DATED JAN 1, 2020 WITH CONDITIONS AND AS DIRECTED BY THE ENGINEER. MULTIBEAM HYDROGRAPHIC SURVEY COMPLETED BY OCEAN SURVEYS, CURRENT ADDITIONS AND MODIFICATIONS. 2. THE CONTRACTOR SHALL SCHEDULE AND, THROUGH THE ENGINEER, INC. (OSI) FROM OCTOBER 13 TO 18, 2014. GPI RECEIVED THIS SURFACE 8. ALL AREAS DISTURBED/DAMAGED BY THE CONTRACTOR WITHOUT COORDINATE HIS OPERATIONS WITH THE VARIOUS COMPANIES OR FROM GEOSYNTEC IN MARCH 2019. 2. DESIGN SPECIFICATIONS: FOR ANALYSIS OF EXISTING STRUCTURES - NEW AUTHORIZATION BY THE ENGINEER SHALL BE RESTORED BY THE AGENCIES WHOSE INTEREST WILL BE AFFECTED BY THIS PROJECT. KNOWN YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD CONTRACTOR AT NO EXPENSE TO THE CITY OR GOWANUS ERT. AGENCIES INVOLVED ARE THE NEW YORK CITY DEPARTMENT OF 3. TIDAL EPOCHS WERE BASED ON THE TIDAL EPOCH FROM 1983 TO 2001 AT SPECIFICATIONS FOR HIGHWAY BRIDGES 17TH EDITION, 2002. FOR NEW TRANSPORTATION, NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL THE BATTERY STATION (NO. 8518750) MAINTAINED BY THE NATIONAL STRUCTURES - NEW YORK STATE DEPARTMENT OF TRANSPORTATION LRFD 9. ALL CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN STRICT CONSERVATION, AND THE ENVIRONMENTAL PROTECTION AGENCY. OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOAA). MEAN LOW WATER BRIDGE DESIGN SPECIFICATIONS 7TH EDITION WITH 2016 INTERIM COMPLIANCE WITH APPLICABLE NEW YORK CITY NOISE REGULATIONS. THE (MLW) IS -2.57-FT AND MEAN HIGH WATER (MHW) IS 1.96-FT NAVD88. REVISIONS. CONTRACTOR SHALL OBTAIN A VARIANCE FROM THE NOISE CODE AT 3. CARE SHALL BE TAKEN NOT TO DAMAGE, ANY UTILITY LINE. IF ANY UTILITY OFFICE OF CONSTRUCTION MITIGATION AND COORDINATION (OCMC) LINE IS DAMAGED DUE TO CONTRACTORS OPERATIONS, THE CONTRACTOR 4. THE NAVIGATIONAL ELEVATION IN RTA1 WAS SELECTED TO BE -8.77-FT (I.E., 3. AMERICAN WELDING SOCIETY SPECIFICATIONS - AASHTO/AWS D1.5 BRIDGE LOCATED AT 55 WATER STREET, NEW YORK, NY 10041 ONE WEEK PRIOR TO SHALL COMPENSATE ALL DAMAGES AND LOSSES TO THE UTILITY COMPANY 6-FT DEPTH AT MEAN LOWER LOW WATER) IN THE DESIGN REPORT BY WELDING CODE 6TH EDITION, 2015. COMMENCING WORK. AFFECTED. GEOSYNTEC. THIS ELEVATION WOULD BE ADEQUATE TO PROVIDE “SUFFICIENT DEPTH TO OPERATE THE FLUSHING TUNNEL” AND ALLOW FOR 4. NYSDOT STEEL CONSTRUCTION MANUAL FOURTH EDITION JANUARY 2018, 10. WHENEVER WORK IN THE CONTRACT REQUIRES MATERIALS TO BE AVAILABILITY OF PLANS AND RECORD DRAWING STANDARDS: VESSEL NAVIGATION FOR THE PURPOSES OF PERFORMING “CAP AND LATEST ADDENDUM. REMOVED AND DISPOSED OF, THE COST OF DISPOSAL AND MONITORING AND MAINTENANCE, AS WELL AS SEWER SYSTEM AND TRANSPORTATION TO THE AREA OF DISPOSAL SHALL BE INCLUDED IN THE 1. AS BUILT PLANS, MAY BE AVAILABLE FOR REVIEW AT NYCDOT DIVISION OF FLUSHING TUNNEL MAINTENANCE AND BRIDGE AND BULKHEAD REPAIRS” IN 5. ALL PIPE PILE WALLS WERE DESIGNED IN ACCORDANCE WITH THE NYSDOT UNIT PRICE BID FOR THOSE ITEMS UNLESS OTHERWISE NOTED. BRIDGES, BUREAU OF DESIGN, 55 WATER STREET, 5TH FLOOR, NEW YORK, ACCORDANCE WITH THE RECORD OF DECISION (EPA, 2013). THE SELECTED GEOTECHNICAL DESIGN MANUAL GDP-11 GEOTECHNICAL DESIGN NY 10041. NO SHOP DRAWINGS ARE AVAILABLE FOR THESE STRUCTURES. NAVIGATIONAL ELEVATION OF -8.77-FT IS AN INCREASE IN THE DEPTH OF PROCEDURES FOR FLEXIBLE WALL SYSTEMS, REV. 4, AUGUST 2015. 11. IF THE STRUCTURE HAS A BRIDGE IDENTIFICATION NUMBER (B.I.N.) PLATE ORIGINAL DESIGN PLANS MAY ALSO BE AVAILABLE AT THE OFFICE OF THE WATER BY 1 FOOT RELATIVE TO THE ELEVATION SELECTED AS PART OF ATTACHED IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT NYCDOT BRIDGE COMPONENT REHAB 55 WATER STREET, N.Y.C., 5TH THE BASIS OF DESIGN REPORT (GEOSYNTEC, 2016). 6. LIVE LOAD: HS20-44 FOR ALL BRIDGES. IT DURING CONSTRUCTION AND REMOVE AND REMOUNT IT AFTER FLOOR. THE CONTRACTOR USES THESE DRAWINGS AT HIS OWN RISK AND CONSTRUCTION IS COMPLETED. IF THE STRUCTURE HAS A DAMAGED SHALL VERIFY ALL DIMENSIONS IN THE FIELD BEFORE SHOP DRAWINGS 5. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SAFETY OF CONSTRUCTION NOTES: BRIDGE IDENTIFICATION PLATE OR THERE IS NONE, THE CONTRACTOR ARE SUBMITTED. ALL DRAWINGS SUBMITTED BY THE CONTRACTOR SHALL WORK AREAS AND LIMITING PUBLIC ACCESS INTO WORK AREAS. SHALL PROVIDE A NEW BRIDGE IDENTIFICATION PLATE AT NO COST TO THE MEET THE REQUIREMENTS OF NYCDOT DIVISION OF BRIDGE, BUREAU OF 1. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A MINIMUM OF TWO (2) CITY OR GOWANUS ERT. ENGINEERING REVIEW AND SUPPORT SPECIFICATIONS FOR THE 6. WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE HOURS OF ADVANCED NOTIFICATION TO NEW YORK CITY DEPARTMENT OF PREPARATION OF RECORD DRAWINGS AND ELECTRONIC MEDIA CURRENT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) TRANSPORTATION (NYCDOT) PRIOR TO THE 9TH ST., 3RD ST., CARROLL ST., 12. THE CONTRACTOR SHALL MOVE ALL BARGES AND OTHER FLOATING EDITION. REQUIREMENTS AND WITH ENVIRONMENTAL HEALTH AND AND UNION ST. BRIDGES BEING OPENED. THE FOLLOWING NUMBERS MAY EQUIPMENT EMPLOYED TO PERFORM THE WORK IN THIS CONTRACT TO SAFETY/TRAINING REQUIREMENTS IN ACCORDANCE WITH THE APPROVED BE USED TO CONTACT NYCDOT [(212) 839-3740 (WEEKDAYS), (718) 885-0805 SAFE ANCHORAGES AWAY FROM BRIDGES PRIOR TO THE ONSET OF HEALTH AND SAFETY PLAN AND THE RTA1 DESIGN PACKAGE (WEEKENDS AND HOLIDAYS), AND 718-254-8726 (ALTERNATIVE PHONE INCLEMENT WEATHER CONDITIONS WHICH COULD CAUSE SUCH BARGES SPECIFICATIONS. NUMBER)]. THE NYCDOT BRIDGE OPERATOR CAN ALSO BE REACHED ON AND FLOATING EQUIPMENT MOORED UNDER OR ALONGSIDE THE BRIDGES MARINE RADIO CHANNEL 13. THE HAMILTON AVE. BRIDGE DOES NOT TO COLLIDE WITH AND POSSIBLY DAMAGE THE BRIDGES. THE 7. THE CONTRACTOR SHALL HAVE A HARD COPY OF THE APPROVED SET OF REQUIRE ADVANCED NOTIFICATION. CONTRACTOR SHALL NOT ATTACH ANY MOORING LINES FROM THE BARGES CONSTRUCTION DRAWINGS AND SPECIFICATIONS AND A COPY OF THE OR FLOATING EQUIPMENT TO THE BRIDGES DURING SUCH INCLEMENT CONTRACTOR'S HEALTH AND SAFETY PLAN (HASP) ON THE JOB SITE AT ALL 2. DO NOT STOCKPILE SOIL, PARK EQUIPMENT, OR OTHERWISE SURCHARGE WEATHER CONDITIONS. TIMES. THE AREA WITHIN 25 FEET BEHIND THE PROPOSED PIPE PILE WALLS. 13. AIR AND WATER QUALITY IN THE CANAL SHALL BE MONITORED BY OTHERS 8. THE CONTRACTOR SHALL CONTACT NEW YORK 811 (I.E., CALL BEFORE YOU 3. THE CONTRACTOR SHALL PROVIDE FOR APPROVAL PLANS AND PRIOR TO AND DURING CONSTRUCTION ACTIVITIES. THE CONTRACTOR DIG) 2 TO 10 WORKING DAYS (EXCLUDING HOLIDAYS AND WEEKENDS) CALCULATIONS PREPARED BY A PROFESSIONAL ENGINEER (P.E.) SHALL CONTROL AIR AND WATER QUALITY TO MEET THE STANDARDS PRIOR TO THE START OF CONSTRUCTION TO VERIFY THE LOCATION OF REGISTERED IN THE STATE OF NEW YORK DEMONSTRATING THE PRESCRIBED IN THE RTA1 DESIGN PACKAGE SPECIFICATIONS ANY POTENTIAL UTILITIES IN THE PUBLIC RIGHT OF WAY. CONTRACTOR IS PROPOSED METHODS OF ERECTION OF NEW PIPE PILING, SPECIFICALLY THROUGHOUT THE DURATION OF CONSTRUCTION. RESPONSIBLE FOR LOCATING UNDERGROUND UTILITIES WITHIN SHOWING THAT THE EQUIPMENT SHALL NOT PLACE SURCHARGE LOADS ON EXCAVATION AREAS WITHIN THE PROPERTY LIMITS. THE CONTRACTOR THE EXISTING BULKHEAD WALL OR BRIDGE STRUCTURE AT ANY TIME. STRUCTURAL STEEL: SHALL BE RESPONSIBLE FOR ANY DAMAGE OR DISRUPTION OF UTILITY SERVICE DURING CONSTRUCTION. THE CONTRACTOR SHALL NOT MODIFY 4. ADEQUATE ACCESS TO WORK AREAS MUST BE PROVIDED FOR THE 1. ALL STRUCTURAL STEEL PLATES SHALL MEET THE REQUIREMENTS OF OR REMOVE ANY EXISTING UTILITIES WITHOUT THE PERMISSION OF THE ENGINEER BY THE CONTRACTOR. THE ACCESS PROVIDED MAY BE THE ASTM A36 UNLESS OTHERWISE NOTED. UTILITY OWNER. SAME OR SIMILAR TO WHAT IS USED BY THE CONTRACTOR. HOWEVER, THE ENGINEER'S ACCESS MUST BE OF SUCH TYPE AND DESIGN SO AS TO 2. ALL STRUCTURAL STEEL PILES SHALL MEET THE REQUIREMENTS OF ASTM 9. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A LOCAL NOTICE TO ALLOW THE ENGINEER TO MOVE FROM PLACE TO PLACE TO INSPECT WORK A572, GRADE 50 UNLESS OTHERWISE NOTED. MARINERS OF THE UNITED STATES COAST GUARD TWO (2) WEEKS PRIOR UNDER PROGRESS WITHOUT DELAYING THE PROJECT. TO THE COMMENCEMENT OF MARINE CONSTRUCTION ACTIVITIES 3. ALL SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR INVOLVING VESSEL ACTIVITY IN THE CANAL. REQUIREMENTS FOR 5. THE CONTRACTOR SHALL PERFORM ALL WORK WITH CARE SO THAT ANY APPROVAL FOR ALL STRUCTURAL STEEL ITEMS. SUBMITTING THE LOCAL NOTICE TO MARINERS ARE LISTED IN THE RTA1 MATERIALS WHICH ARE TO REMAIN IN PLACE OR WHICH ARE TO REMAIN 100% SUBMISSION DESIGN PACKAGE. THE PROPERTY OF NEW YORK CITY, WILL NOT BE DAMAGED. IF THE 4. ALL FABRICATION AND WELDING SHALL BE IN ACCORDANCE WITH NYSSCM, CONTRACTOR DAMAGES ANY MATERIALS WHICH ARE TO REMAIN IN PLACE & AWS D1.5. 10. THE CONTRACTOR SHALL VERIFY WORK IN FIELD AND SHALL SATISFY OR WHICH ARE TO REMAIN THE PROPERTY OF NEW YORK CITY, THE THEMSELVES AS TO THE ACCURACY BETWEEN WORK SET FORTH IN THESE DAMAGES SHALL BE REPAIRED OR REPLACED IN A MANNER SATISFACTORY 5. ALL WELDS SHALL BE FILLET WELDS, UNLESS OTHERWISE NOTED. CONSTRUCTION DRAWINGS AND THE WORK REQUIRED IN THE FIELD. ANY TO THE ENGINEER AND THE CITY, AT NO EXPENSE TO THE CITY OR THE DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S GOWANUS ENVIRONMENTAL REMEDIATION TRUST (GOWANUS ERT). 6. ALL WELDING ELECTRODES SHALL BE E70XX AND CONFORM WITH AWS D1.5 REPRESENTATIVE PRIOR TO COMMENCING LAND DISTURBANCE AND SPECIFICATION AND AS LISTED IN NYSSCM SECTION 706. ALL FABRICATION DREDGING ACTIVITIES. 6. DIMENSIONS AND ELEVATIONS OF THE EXISTING STRUCTURES SHOWN ON SHALL BE PERFORMED IN ACCORDANCE WITH THE NYSDOT STEEL CITY OF NEW YORK THESE PLANS ARE APPROXIMATE BASED ON AS-BUILT INFORMATION AND CONSTRUCTION MANUAL FOURTH EDITION JANUARY 2018, AND LATEST DEPARTMENT OF TRANSPORTATION ARE FOR GENERAL PURPOSES ONLY. THE CONTRACTOR SHALL VERIFY ALL ADDENDUM. DIMENSIONS IN THE FIELD. DIVISION OF BRIDGES PREPARED BY: GREENMAN-PEDERSEN, INC. ALTERED BY: STRUCTURAL CONCRETE: NYS P.I.N. NO. FED. AID PROJ. NO.

1. ALL CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF NYC P.I.N. NO. 3,500 psi AT 28 DAYS. CONTRACT NO. CD NO.

BRIDGE MONITORING CRITERIA: C) VERTICAL AND LATERAL MOVEMENT MONITORING SUGGESTED SEQUENCE OF CONSTRUCTION: 4. REMOVE AND DISPOSE THE EXISTING TIMBER PILE CLUSTER DOLPHINS AS THE CONTRACTOR SHALL PREPARE A BRIDGE MONITORING PLAN IN 1. VERTICAL AND LATERAL MOVEMENT MONITORING SHALL BE RECORDED CARROLL STREET BRIDGE (B.I.N. 2-24026-0): SHOWN ON THE CONTRACT DRAWINGS. ACCORDANCE WITH THE REQUIREMENTS OF THE NYCDOT DIVISION OF BRIDGES FOR EXISTING BRIDGES, STRUCTURES, AND UTILITIES WITHIN 200 FEET OF REVIEW PROCEDURE FOR PRIVATE DEVELOPMENT PROJECT NEAR BRIDGE THE PROPOSED WORK. MAXIMUM ALLOWABLE CUMULATIVE SETTLEMENTS 1. VERIFY LOCATIONS OF ALL UTILITIES IN THE WORK AREA. 6. EXCAVATE THE CANAL TO THE LIMITS SPECIFIED UNDER THE CONTRACT STRUCTURE, NYSDOT ITEM 634.99020017, AND PROJECT REQUIREMENTS, SHALL NOT EXCEED THE VALUES SHOWN IN TABLE 1. SHOULD MOVEMENT DOCUMENTS IN ACCORDANCE WITH THE PHASE I DREDGING PLAN OF THE WHICHEVER IS MORE STRINGENT. ALL EXISTING BRIDGES, STRUCTURES, AND REACH THE MAXIMUM ALLOWABLE VALUES SHOWN, ALL WORK SHALL STOP 2. INSTALL EROSION AND SEDIMENT CONTROLS IN ACCORDANCE WITH THE RTA1 DESIGN PACKAGE (BY OTHERS). UTILITIES WITHIN 200 FEET OF THE PROPOSED WORK SHALL HAVE VIBRATION AND THE ENGINEER BE NOTIFIED. THE CONTRACTOR SHALL INCREASE THE RTA1 DESIGN PACKAGE (BY OTHERS). MONITORING, CRACK MONITORING AND LATERAL AND VERTICAL MOVEMENT FREQUENCY OF READINGS AND PREPARE A PLAN DETAILING AN 7. REMOVE TWO (2) HORIZONTAL TIMBER WALERS FROM THE EXISTING MONITORING BE RECORDED AND INCLUDED IN THE BRIDGE MONITORING PLAN. ALTERNATIVE METHOD SO TO PREVENT FURTHER MOVEMENT. FENDER SYSTEM ATTACHED TO THE EXISTING CONCRETE PIERS AS THE BRIDGE MONITORING PLAN SHALL CONTAIN A GENERAL DESCRIPTION OF 3. PERFORM CLEARING AND GRUBBING IN THE WORK AREAS NECESSARY TO SHOWN ON THE CONTRACT PLANS. THE PROJECT, PROJECT LIMITS, PROJECT SCHEDULE, PERIOD OF MONITORING TABLE 1 COMPLETE THE PROPOSED WORK AND CLEAR ALL OUTFALLS OF ANY OBSTRUCTIONS. PLAN IN PLACE, LOCATION AND NUMBER OF MONITORING POINTS PROVIDED FOR MAXIMUM MAXIMUM 8. DREDGE BETWEEN THE EXISTING PIER FENDER SYSTEM AND THE MEASURING MOVEMENT, SETTLEMENTS, VIBRATION MONITORING, AND CRACK STRUCTURE & ALLOWABLE ALLOWABLE BRIDGE MONITORING LOCATIONS CONCRETE PIER TO THE LIMITS SHOWN ON THE CONTRACT PLANS. MONITORING. IT SHALL ALSO CONTAIN THE TYPE OF MONITORING INSTRUMENTS LOCATION PEAK PARTICLE CUMULATIVE 4. REMOVE EXISTING FENCE SUPPORTS AT THE EAST ABUTMENT BULKHEAD. USED, MONITORING PROCEDURES, REPORTING SYSTEM AND THRESHOLD LIMITS VELOCITY (PPV) SETTLEMENT FOR MONITORING. THE BRIDGE MONITORING REPORTS SHALL BE SUBMITTED ON WEST ABUTMENT 5. REMOVE AND DISPOSE THE EXISTING TIMBER PILE CLUSTER DOLPHINS AS 9. INSTALL THE PIPE PILE WALLS USING DTH DRILLING METHOD WITH AIR A WEEKLY BASES TO THE ENGINEER AND THE DESIGNATED ENGINEER AT THE SHOWN ON THE CONTRACT DRAWINGS. CONTROL BITS AND INSTALL T PILE CONNECTION PILES AT ENDS OF PIPE DIVISION OF BRIDGES. WEST PIER PILE WALLS AS SHOWN. 6. EXCAVATE THE CANAL TO THE LIMITS SPECIFIED UNDER THE CONTRACT A) VIBRATION CRITERIA: EAST PIER DOCUMENTS IN ACCORDANCE WITH THE PHASE I DREDGING PLAN OF THE 10. INSTALL SEEPAGE PLUG AND FILL PIPE PILES WITH SELECT FILL. THE UNION 0.5 IN/SEC 0.25 IN RTA1 DESIGN PACKAGE (BY OTHERS). 1. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE CLOSE PROXIMITY OF STREET BRIDGE EAST ABUTMENT 11. INSTALL PIPE PILE CAPS. THE EXISTING STRUCTURES AND UTILITIES LOCATED AT THE UNION 7. PRIOR TO DREDGING, PERFORM TEST PITS AT EXISTING STONE SUBMARINE CABLES AT ALL SUBSTRUCTURE STREET BRIDGE OVER THE GOWANUS CANAL AND THE CARROLL STREET BULKHEADS TO DETERMINE BOTTOM OF FOOTING ELEVATION AND 12. INSTALL MONOPILE DOLPHINS USING THE DTH DRILLING METHOD WITH AIR CONNECTION LOCATIONS BRIDGE OVER THE GOWANUS CANAL. EXCAVATION, BACKFILL AND CONFIGURATION. CONTROL BITS. COMPACTION, DEMOLITION, DRIVING OF PILES AND SHEETING, AND ANY OTHER CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN A MANNER CONTROL HOUSE 8. REPOINT EXISTING STONE BULKHEADS ADJACENT TO THE BRIDGE AS 13. INSTALL PILE STOP TO MONOPILE DOLPHINS. WHICH WILL NOT DAMAGE OR DISTRESS ANY OF THE ABOVE, INCLUDING WEST ABUTMENT BULKHEAD SHOWN ON THE CONTRACT DRAWINGS. BUT NOT LIMITED TO, ADJACENT BUILDINGS AND STRUCTURES, HISTORIC EAST ABUTMENT BULKHEAD STRUCTURES, UTILITIES OR TUNNELS. ANY DAMAGE CAUSED BY OR THE CARROLL 14. FILL BEHIND PIER FENDER SYSTEM WITH AQUABLOK 3070SW FOLLOWED BY 0.5 IN/SEC 0.25 IN RELATED TO THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED BY STREET BRIDGE 9. INSTALL THE PIPE PILE WALLS USING THE DOWN THE HOLE (DTH) DRILLING SELECT FILL TO THE ELEVATIONS INDICATED ON THE CONTRACT ALL ADJACENT CONCRETE WALLS THE CONTRACTOR AT NO ADDITIONAL COST TO THE CITY. METHOD WITH AIR CONTROL BITS IN THE FOLLOWING SEQUENCE: DRAWINGS. 9.1. INSTALL THE WEST PIPE PILE WALL (CA 1+41 TO CA 0+80) WITH THE CONTROL HOUSE 2. THE CONTRACTOR IS REQUIRED TO ENGAGE THE SERVICES OF A NEW BRIDGE IN THE CLOSED POSITION (OPEN TO TRAFFIC). 15. INSTALL FENDER SYSTEM HORIZONTAL TIMBER SECTIONS. YORK STATE LICENSED PROFESSIONAL ENGINEER TO CONDUCT A 9.2. INSTALL THE EAST PIPE PILE WALL (CA 1+31 TO CA 0+81) WITH THE CONDITION SURVEY OF THE EXISTING BUILDINGS, STRUCTURES, UTILITIES BRIDGE IN THE CLOSED POSITION (OPEN TO TRAFFIC). 16. PERFORM ISS OPERATIONS IN ACCORDANCE WITH THE RTA1 DESIGN PRE-CONSTRUCTION AND POST-CONSTRUCTION SURVEYS: INDICATED IN TABLE 1 OF THIS SPECIAL NOTE AND AN EXPERIENCED 9.3. INSTALL THE TWO (2) MONOPILE DOLPHINS LOCATED SOUTH OF THE PACKAGE (BY OTHERS). VIBRATION MONITORING CONSULTANT TO MEASURE PEAK PARTICLE BRIDGE FASCIA. VELOCITIES (PPV) PRIOR TO, AND DURING CONSTRUCTION OPERATIONS. 1. IT IS REQUIRED THAT THE CONTRACTOR ENGAGE THE SERVICES OF A 9.4. CUT THE WEST ABUTMENT PIPE PILE WALL TO EL. 4.0. 17. EXCAVATE THE CANAL TO THE LIMITS SPECIFIED UNDER THE CONTRACT THE CONTRACTOR MUST PERFORM ALL WORK IN A MANNER THAT WILL PROFESSIONAL ENGINEER (P.E.) REGISTERED IN THE STATE OF NEW YORK 9.5. INSTALL SEEPAGE PLUGS AND FILL THE PIPE PILES WITH SELECT FILL. DOCUMENTS IN ACCORDANCE WITH THE PHASE III DREDGING PLAN OF THE LIMIT CONSTRUCTION VIBRATION AT THE SPECIFIED LOCATIONS TO WITHIN TO CONDUCT A PRE-CONSTRUCTION SURVEY OF THE EXISTING BRIDGES, 9.6. INSTALL DONUT FENDER AND PILE STOP TO MONOPILE DOLPHINS. RTA1 DESIGN PACKAGE (BY OTHERS). THE LIMITS SET FORTH WITHIN THIS NOTE OR THE LIMITS DETERMINED BY STRUCTURES, AND UTILITIES WITHIN 200 FEET OF THE PROPOSED WORK. HIS PROFESSIONAL ENGINEER, WHICHEVER IS LESS. THE PRE-CONSTRUCTION SURVEY SHALL BE COMPLETED IN ACCORDANCE 9.7. INSTALL THE REMAINING WEST AND EAST PIPE PILE WALLS. WITH THE REQUIREMENTS OF THE NYCDOT DIVISION OF BRIDGES REVIEW 9.8. INSTALL THE REMAINING TWO (2) MONOPILE DOLPHINS LOCATED 18. INSTALL PZ SHEET PILES TO THE T PILE CONNECTION AND INSTALL NORTH OF THE BRIDGE FASICA. CONCRETE PLUG AS SHOWN. 3. SHOULD THE MAXIMUM ALLOWABLE PPV BE RECORDED, ALL WORK SHALL PROCEDURE FOR PRIVATE DEVELOPMENT PROJECT NEAR BRIDGE, STOP AND THE ENGINEER BE NOTIFIED. THE CONTRACTOR SHALL PREPARE NYSDOT SPECIAL SPECIFICATION ITEM 634.99010017, AND PROJECT 9.9. INSTALL SEEPAGE PLUGS AND FILL THE PIPE PILES WITH SELECT FILL. A PLAN DETAILING AN ALTERNATIVE METHOD SO THAT THE MAXIMUM PPV REQUIREMENTS, WHICHEVER IS MORE STRINGENT. THE 9.10. INSTALL DONUT FENDER AND PILE STOP TO MONOPILE DOLPHINS. IS NOT REACHED AGAIN. WORK SHALL NO RE-COMMENCE UNTIL SUCH PRE-CONSTRUCTION SURVEY REPORT SHALL INCLUDE DETAILED 9.11. INSTALL T PILE CONNECTION PILES TO THE O PILE WALLS AS SHOWN. DESCRIPTIONS OF ANY PRE-EXISTING DEFECTS IN THE INTERIOR AND REMEDIAL PLAN IS APPROVED BY THE ENGINEER. 9.12. CUT THE PIPE PILE WALLS TO THE FINAL ELEVATIONS SHOWN ON THE EXTERIOR OF THE EXISTING BRIDGES AND STRUCTURES, SUCH AS CONTRACT DRAWINGS. CRACKS, SPALLING, DETERIORATIONS, SIGNS INDICATING SETTLEMENT 4. ON THIS CONTRACT, TWO (2) BRIDGES ARE LOCATED CLOSE TO THE SITE AND ALL NECESSARY COLOR PHOTOGRAPHS TO DOCUMENT THE BRIDGE OF WORK. EXCAVATION, PILE DRIVING AND ANY OTHER CONSTRUCTION CONDITION. A COPY OF THIS REPORT SHALL BE SUPPLIED TO THE 10. PLACE AQUABLOK 3070SW FOLLOWED BY CEMENT GROUT BETWEEN THE OPERATION IN THE VICINITY SHALL BE CONDUCTED IN A MANNER WHICH ENGINEER AND THE NYCDOT DIVISION OF BRIDGES PRIOR TO THE START PIPE PILE WALL AND THE EXISTING WALL TO THE LIMITS SHOWN ON THE WILL NOT DAMAGE OR DISTRESS THE BRIDGES. ANY DAMAGE CAUSED BY OF ANY WORK. CONTRACT DRAWINGS. OR RELATED TO THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED AT NO COST TO NYCDOT. 2. AFTER THE COMPLETION OF ALL WORK, THE CONTRACTOR SHALL PROVIDE 11. EXCAVATE THE CANAL TO THE LIMITS SPECIFIED UNDER THE CONTRACT 100% SUBMISSION A POST-CONSTRUCTION SURVEY, CONDUCTED AND REPORTED FOLLOWING DOCUMENTS IN ACCORDANCE WITH THE PHASE III DREDGING PLAN OF THE B) CRACK MONITORING THE SAME REQUIREMENTS AS THE PRE-CONSTRUCTION SURVEY. THE RTA1 DESIGN PACKAGE (BY OTHERS). POST-CONSTRCUTION SURVEY WILL BE COMPARED WITH THE 1. EXISTING CRACKS OR CRACKS CAUSED FROM CONSTRUCTION ACTIVITY PRE-CONSTRUCTION SURVEY TO ASCERTAIN IF ANY DAMAGE WAS DONE 12. INSTALL PZ SHEET PILES TO THE T PILE CONNECTION AND INSTALL SHALL BE MONITORED ON THE EXISTING BRIDGES, STRUCTURES AND TO THE EXISTING BRIDGES, STRUCTURES AND UTILITIES WITHIN 200 FEET CONCRETE PLUG AS SHOWN. UTILITIES WITHIN 200 FEET OF THE PROPOSED WORK. SHOULD NEW OF THE PROPOSED WORK. A COPY OF THIS REPORT SHALL BE SUPPLIED CRACKS FORM OR EXISTING CRACKS INCREASE IN LENGTH OR WIDTH, ALL TO THE ENGINEER AND THE NYCDOT DIVISION OF BRIDGES. IF IT IS 13. REINSTALL EXISTING FENCE SUPPORTS AT THE EAST ABUTMENT. WORK SHALL STOP AND THE ENGINEER BE NOTIFIED. THE CONTRACTOR DETERMINED THAT A BRIDGE SUFFERED DAMAGE CAUSED BY OR RELATED CITY OF NEW YORK SHALL INCREASE THE FREQUENCY OF READINGS AND PREPARE A PLAN TO THE CONTRACTOR'S OPERATIONS, THE CONTRACTOR SHALL REPAIR DETAILING AN ALTERNATIVE METHOD SO TO PREVENT FURTHER DAMAGE. THE DAMAGE, TO ITS ORIGINAL CONDITION, AT HIS OWN EXPENSE. UNION STREET BRIDGE (B.I.N. 2-24027-0): DEPARTMENT OF TRANSPORTATION DIVISION OF BRIDGES 1. VERIFY LOCATIONS OF ALL UTILITIES IN THE WORK AREA. PREPARED BY: GREENMAN-PEDERSEN, INC. ALTERED BY: NYS P.I.N. NO. FED. AID PROJ. NO. 2. INSTALL EROSION AND SEDIMENT CONTROLS IN ACCORDANCE WITH THE NYC P.I.N. NO. RTA1 DESIGN PACKAGE (BY OTHERS). CONTRACT NO. CD NO. 3. PERFORM CLEARING AND GRUBBING IN THE WORK AREAS NECESSARY TO COMPLETE THE PROPOSED WORK AND CLEAR ALL OUTFALLS OF ANY FINAL DESIGN FOR THE STABILITY DURING DREDGING FOR THE OBSTRUCTIONS . UNION ST AND CARROLL ST BRIDGES OVER GOWANUS CANAL GENERAL DRAWINGS BOROUGH OF BROOKLYN B.I.N. 2-24026-0 & 2-24027-0 Greenman-Pedersen, Inc. PREPARED BY: 0 1 2 3 4 NOT FOR CONSTRUCTION Engineering and Construction Services IN CHARGE J. STERN DRAFTER D. CASILLAS 325 West Main Street, Babylon, NY 11702 GENERAL NOTES (2 OF 2) Tel: (631) 587-5060 Fax: (631) 422-3479 DESIGNER P. TAGGART CHECKER J. STERN ORIGINAL SIZE IN INCHES IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR DWG. NO. SCALE DATE SHEET NO. LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. G-4 NONE FEB 2020 4 SHEET TOTAL ABBREVIATIONS NO. SHEETS 5 26 AOBE AS ORDERED BY ENGINEER OC ON CENTER ABUT ABUTMENT OFFICE OF CONSTRUCTION MITIGATION AND OCMC APPROX APPROXIMATE COORDINATION AVE AVENUE OD OUTSIDE DIAMETER B.I.N. BRIDGE IDENTIFICATION NUMBER P.I.N. PROJECT IDENTIFICATION NUMBER BLDG BUILDING PE PROFESSIONAL ENGINEER C.C. CENTER TO CENTER PL PLACE C/C CENTER TO CENTER PPV PEAK PARTICLE VELOCITY C-C CENTER TO CENTER PROP PROPOSED CL CENTERLINE QTY QUANTITY CONC CONCRETE R.O.W. RIGHT OF WAY CONN CONNECTION RD ROAD CONST CONSTRUCTION REF REFERENCE DEPT DEPARTMENT REQD REQUIRED DIA DIAMETER RET. RETAINING DTH DOWN-THE-HOLE RT RIGHT DWG DRAWING RTA1 REMEDIAL TARGET AREA 1 E EAST S SOUTH EA EACH S.F. SQUARE FEET EIC ENGINEER-IN-CHARGE SE SOUTHEAST EL. ELEVATION ST STREET EPA U.S. ENVIRONMENTAL PROTECTION AGENCY STA STATION EXIST EXISTING STD STANDARD FT FEET SW SOUTHWEST GALV GALVANIZED TYP. TYPICAL HASP HEALTH AND SAFETY PLAN UON UNLESS OTHERWISE NOTED HORIZ HORIZONTAL VERT VERTICAL IN INCHES W WEST INV INVERT WP WORKING POINT MAX MAXIMUM WZTC WORK ZONE TRAFFIC CONTROL MHW MEAN HIGH WATER MIN MINIMUM MLW MEAN LOW WATER MPT MAINTENANCE AND PROTECTION OF TRAFFIC MUTCD MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES N NORTH NAD83 NORTH AMERICAN DATUM OF 1983 NAVD88 NORTH AMERICAN VERTICAL DATUM OF 1988 NE NORTHEAST NO NUMBER NTS NOT TO SCALE NW NORTHWEST NY NEW YORK NYC NEW YORK CITY NEW YORK CITY DEPARTMENT OF ENVIRONMENTAL NYCDEC CONSERVATION NEW YORK CITY DEPARTMENT OF ENVIRONMENTAL NYCDEP PROTECTION NYCDOT NEW YORK CITY DEPARTMENT OF TRANSPORTATION NYCT NEW YORK CITY TRANSIT NYS NEW YORK STATE NYSDOT NEW YORK STATE DEPARTMENT OF TRANSPORTATION

100% SUBMISSION

CITY OF NEW YORK DEPARTMENT OF TRANSPORTATION DIVISION OF BRIDGES PREPARED BY: GREENMAN-PEDERSEN, INC. ALTERED BY: NYS P.I.N. NO. FED. AID PROJ. NO.

NYC P.I.N. NO.

CONTRACT NO. CD NO.

FINAL DESIGN FOR THE STABILITY DURING DREDGING FOR THE UNION ST AND CARROLL ST BRIDGES OVER GOWANUS CANAL GENERAL DRAWINGS BOROUGH OF BROOKLYN B.I.N. 2-24026-0 & 2-24027-0 Greenman-Pedersen, Inc. PREPARED BY: 0 1 2 3 4 NOT FOR CONSTRUCTION Engineering and Construction Services IN CHARGE J. STERN DRAFTER D. CASILLAS 325 West Main Street, Babylon, NY 11702 ABBREVIATIONS Tel: (631) 587-5060 Fax: (631) 422-3479 DESIGNER P. TAGGART CHECKER J. APRILE ORIGINAL SIZE IN INCHES IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR DWG. NO. SCALE DATE SHEET NO. LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. G-5 NONE FEB 2020 5 SHEET TOTAL CANAL ALIGNMENT N NO. SHEETS EXISTING SHEET PILE 6 26 BULKHEAD REMOVE EXISTING NOTES: EXISTING FENCE BRACING CONCRETE GOWANUS CANAL SEE NOTE 5 1. CONTRACTOR SHALL CLEAR ALL DEBRIS FROM THE WORK & TIMBER AREA IN ACCORDANCE WITH ITEM 201.06 CLEARING AND BULKHEAD FLOOD REMOVE AND GRUBBING. 2-STORY REINSTALL MASONRY EXISTING 2. PARAMETERS REFLECTED ON THIS DRAWINGS WERE BUILDING 12" EXISTING FENCE DEVELOPED BASED ON AS-BUILT DRAWINGS. IT IS THE OUTFALL BRACING, CONTRACTOR'S RESPONSIBILITY TO VERIFY EXISTING INVERT EL. 4.94 SEE NOTE 5 CONDITIONS PRIOR TO CONSTRUCTION. -7 SEE NOTE 6 -10 EBB REPOINT EXISTING STONE BULKHEAD -6 -8 -10 LIGHT -9 SEE NOTE 8 3. EXISTING TIMBER PILE CLUSTER DOLPHINS TO BE CONCRETE -5 POLE -8 REMOVED, ITEM 202.83120010. SEE DWG. NO. F-1 FOR SIDEWALK -7 -11 -5 -4 DETAILS. (TYP.) -6 12" EXISTING OUTFALL 28'-7 3/4" 33'-1" INVERT EL. 3.86 4. FOR PROPOSED GENERAL PLAN, SEE DWG. NO. C-5. SEE NOTE 6

CONCRETE CURB, -10 5. CARE SHALL BE TAKEN WHEN REMOVING EXISTING STEEL (TYP.) FENCE SUPPORTS IN ACCORDANCE WITH ITEM TIMBER SIDEWALK

SW -12

4'-3" 564.05010011 - REMOVE, STORE, AND REINSTALL STRUCTURAL STEEL.

TIMBER CURB (TYP.) TIMBER ROAD OVERHEAD 6. OUTFALLS SHALL BE CLEARED OF ANY OBSTRUCTIONS EXISTING CARROLL STREET SURFACE STEEL FRAME 32'-8 1/4" AND ALLOWED TO FLOW FREELY INTO THE CANAL, ITEM CARROLL STREET STONE 201.06 - CLEARING AND GRUBBING.

19'-0" 27'-6" BULKHEAD C.L. CARROLL -12 -11 STREET BRIDGE REMOVE AND REINSTALL 7. ALL ELEVATIONS ARE IN FEET UNLESS OTHERWISE NOTED. EXISTING FENCE BRACING, 65'-11 1/4" C.L. TO C.L. GIRDER 8. EXISTING STONE BULKHEADS SHALL BE REPOINTED IN -9 SEE NOTE 5 -11 ACCORDANCE WITH ITEM 560.09 TUCK POINTING. CONCRETE RAILING (TYP.)

SW TIMBER SIDEWALK SIDEWALK 4'-3"

BRIDGE FASCIA (TYP.) 33'-1" OPERATOR EXISTING STONE -3 BUILDING ABUTMENT WALL EXISTING CONCRETE EXISTING -4 BRIDGE -5 WALKWAY TIMBER-12 -6 EXISTING RAIL -8-7 BRIDGE BULKHEAD TWO EXISTING BRICK SEWER-9 RAIL EXISTING ABUTMENT -10 OUTFALLS, -10 TIMBER EXISTING INVERT EL. 0.00 BULKHEAD BRIDGE SEE NOTE 6 MACHINERY ABUTMENT -13 EXISTING TIMBER 36'-0" BULKHEAD 31'-1 1/4" EXISTING TIMBER FACE TO FACE OF TIMBER-11 DOLPHIN (TYP.) EXISTING TO BE REMOVED EXISTING EXISTING SHEET PILE SEE NOTE 3 TIMBER CONCRETE -4 -3 -13 -9 BULKHEAD -12 RETURN RET. WALL -10 -11 -9 -7 -8 EXISTING -6 CONDITIONS PLAN 105'-0" LENGTH OF DECK ALONG BRIDGE C.L.

OVERHEAD STAY STEEL FRAME 1" DIA. STEEL BAR (TYP.)

TOP OF TIMBER SIDEWALK AND 100% SUBMISSION ROADWAY RAILING TOP OF MAIN GIRDER

M.H.W.= EL. 1.96 CITY OF NEW YORK BOTTOM OF MAIN GIRDER DEPARTMENT OF TRANSPORTATION M.L.W.= EL.-2.57 DIVISION OF BRIDGES EXISTING PREPARED BY: GREENMAN-PEDERSEN, INC. ALTERED BY: WEST ABUTMENT FOOTING APPROX. EXIST. NYS P.I.N. NO. FED. AID PROJ. NO. (TYP.) MUDLINE NYC P.I.N. NO. WEST ABUTMENT CONTRACT NO. CD NO. TIMBER CRIB BULKHEAD EAST ABUTMENT TIMBER CRIB FINAL DESIGN FOR THE STABILITY DURING DREDGING FOR THE BULKHEAD UNION ST AND CARROLL ST BRIDGES OVER GOWANUS CANAL SOUTH ELEVATION CARROLL STREET BRIDGE (CLOSED TO MARINE TRAFFIC) BOROUGH OF BROOKLYN B.I.N. 2-24026-0 Greenman-Pedersen, Inc. PREPARED BY: 0 1 2 3 4 NOT FOR CONSTRUCTION Engineering and Construction Services IN CHARGE J. STERN DRAFTER P. TAGGART EXISTING CONDITIONS 325 West Main Street, Babylon, NY 11702 Tel: (631) 587-5060 Fax: (631) 422-3479 DESIGNER P. TAGGART CHECKER J. STERN ORIGINAL SIZE IN INCHES PLAN AND ELEVATION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR DWG. NO. SCALE DATE SHEET NO. LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. C-1 1" = 20' FEB 2020 6 SHEET TOTAL

-9 NO. SHEETS -10 EXISTING 7 26 CONCRETE & TIMBER NOTES: BULKHEAD -9 -8 1. EXISTING FENCE BRACING TO BE REMOVED PRIOR TO DREDGING OPERATIONS IN ACCORDANCE WITH ITEM LIGHT PROPOSED -7 POLE LIMIT OF 564.05010011 - REMOVE, STORE, AND REINSTALL -6 (TYP.) DREDGING STRUCTURAL STEEL. CARROLL STREET 110 S.F.± -5 2. EXCAVATE AREAS ADJACENT TO BRIDGE STRUCTURES WITH CARE.

-6 -7 -5 3. FOR WEST DREDGING ELEVATIONS, SEE DWG. NO. C-3, -8 FOR EAST DREDGING ELEVATIONS, SEE DWG. NO. C-4.

-10 28'-7 3/4" 4. DREDGING IS SHOWN FOR LIMITS ONLY. DREDGING LIMITS ARE APPROXIMATE. FOR DREDGING OPERATIONS, DETAILS EXISTING STONE AND SPECIFICATIONS, SEE RTA1 DESIGN PACKAGE (BY ABUTMENT WALL EXISTING EXISTING OTHERS). BRIDGE -11 N FLOOD SHEET PILE -10 RAIL PROPOSED BULKHEAD 5. PRIOR TO DREDGING, TEST PIT(S) SHALL BE PERFORMED LIMIT OF AT THE EXISTING STONE BULKHEADS TO DETERMINE THE DREDGING-9 BOTTOM OF FOOTING ELEVATION AND CONFIGURATION. 296 S.F.± DREDGING ELEVATIONS ADJACENT TO THE STONE BULKHEAD SHALL BE ADJUSTED, IF NECESSARY, BASED ON

EBB EXISTING -8 THE RESULTS OF THE TEST PITS, AS DETERMINED BY THE GOWANUS CANAL ENGINEER. TEST PITS SHALL BE IN ACCORDANCE WITH CARROLL ST. -12 -7 BRIDGE -6 ITEM 206.05. -5

-4 -10 EXISTING EXISTING FENCE BRACING TIMBER 33'-1" TO BE REMOVED EXISTING BULKHEAD SEE NOTE 1 BRIDGE -12 ABUTMENT RAIL EXISTING STONE -11 BULKHEAD SEE NOTE 5 EXISTING -11 EXISTING

TIMBER 32'-8 1/4" 65'-11 1/4" TIMBER RETURN CRIBBING (TYP.) EXISTING LEGEND: CONCRETE -9 RET. WALL PROPOSED 18'-0 3/4" LIMIT OF CONCRETE - DREDGE TO EL. -4.00 DREDGING WALKWAY 316 S.F.± EXISTING TIMBER PILE CARROLL STREET

-12 - DREDGE TO EL. -10.00 31'-1 1/4" 36'-0" 33'-1" (TYP.) EXISTING SHEET PILE -10 BULKHEAD

6-STORY -13 PROPOSED GLASS& EXISTING LIMIT OF TIMBER -5-4 MASONRY PAVER DREDGING -6 -8-7 BUILDING LANDSCAPED BULKHEAD 220 S.F.± EXISTING WALKWAY -9 AREA -4 ABUTMENT -5 -10 STONE

-7 -8 EXISTING -9 EXISTING BULKHEAD PROPOSED-10 -11 -12 TIMBER FENCE BRACING SEE NOTE 5 LIMIT OF -13 DOLPHIN TO BE REMOVED DREDGING EXISTING (TYP.) -11 SEE NOTE 1 83 S.F.± TIMBER 100% SUBMISSION AREA BULKHEAD CONCRETE WALKWAY

-9

LANDSCAPED

DREDGING PLAN CITY OF NEW YORK DEPARTMENT OF TRANSPORTATION DIVISION OF BRIDGES PREPARED BY: GREENMAN-PEDERSEN, INC. ALTERED BY: NYS P.I.N. NO. FED. AID PROJ. NO.

NYC P.I.N. NO.

CONTRACT NO. CD NO.

FINAL DESIGN FOR THE STABILITY DURING DREDGING FOR THE UNION ST AND CARROLL ST BRIDGES OVER GOWANUS CANAL CARROLL STREET BRIDGE BOROUGH OF BROOKLYN B.I.N. 2-24026-0 Greenman-Pedersen, Inc. PREPARED BY: 0 1 2 3 4 NOT FOR CONSTRUCTION Engineering and Construction Services IN CHARGE J. STERN DRAFTER P. TAGGART 325 West Main Street, Babylon, NY 11702 DREDGING PLAN Tel: (631) 587-5060 Fax: (631) 422-3479 DESIGNER P. TAGGART CHECKER J. STERN ORIGINAL SIZE IN INCHES IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR DWG. NO. SCALE DATE SHEET NO. LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. C-2 1" = 20'-0" FEB 2020 7 PREPARED BY:GREENMAN-PEDERSEN,INC. NOT FORCONSTRUCTION PROPOSED LIMIT OF DREDGING EL. -4.00 EXISTING MUDLINE APPROX. WEST CORNER WEST ABUTMENT-LOOKINGNORTH M.L.W.= M.H.W.= EL. -2.57 EL. 1.96 ALTERED BY:

SOUTH CORNER LIMIT OFCRIBBING ENCAPSULATION ENCAPSULATION LIMIT OFFASCIA IT ISAVIOLATIONOF LAWFORANYPERSON,UNLESSTHEY AREACTINGUNDERTHEDIRECTION OFALICENSEDPROFESSIONALENGINEER, ARCHITECT,LANDSCAPE ORLAND LAND SURVEYORSHALL STAMPTHEDOCUMENTANDINCLUDE THENOTATION"ALTEREDBY"FOLLOWED BYTHEIRSIGNATURE,THEDATE OFSUCHALTERATION,ANDASPECIFIC DESCRIPTION SURVEYOR, TOALTER ANITEMINANYWAY.IFBEARING THESTAMPOFALICENSEDPROFESSIONAL ISALTERED,THEALTERING ENGINEER,ARCHITECT,LANDSCAPE ARCHITECT,OR OF THEALTERATION. WEST ABUTMENT-LOOKING

EAST CORNER Greenman-Pedersen, Inc. Engineering andConstructionServices Tel: (631)587-5060 325 WestMainStreet,Babylon,NY11702 PILE (TYP.) EXISTING TIMBER M.L.W.= EL.-2.57 M.H.W.= EL.1.96 EXISTING MUDLINE APPROX. ENCAPSULATION ENCAPSULATION LIMIT OFCRIBBING LIMIT OFFASCIA Fax: (631)422-3479 EXISTING MUDLINE APPROX. LIMIT OFCRIBBING ENCAPSULATION M.L.W.= EL.-2.57 M.H.W.= EL.1.96

EAST CORNER DESIGNER IN CHARGE PREPARED BY: WEST ABUTMENT-LOOKINGSOUTH P. TAGGART J. STERN ENCAPSULATION LIMIT OFFASCIA PILE(TYP.) EXISTING TIMBER CHECKER DRAFTER P. TAGGART J. APRILE NORTH CORNER EXISTING MUDLINE APPROX. PILE (TYP.) EXISTING TIMBER PROPOSED LIMIT 0 OF DREDGING PROPOSED LIMIT OF DREDGING

EL. -4.00 WEST CORNER ORIGINAL SIZEININCHES 1 2 3 4 NOTES: 1. 2. BOROUGH OF CONTRACT NO. NYC P.I.N.NO. NYS P.I.N.NO. FINAL DESIGNFORTHESTABILITYDURINGDREDGING DWG. NO. UNION STANDCARROLLBRIDGESOVER GOWANUSCANAL WEST ABUTMENTELEVATIONS REMEDIATION TARGETAREA(RTA)1DESIGNPACKAGE(BY FOR DREDGINGPLAN,SEEDWG.NO.C-2. DREDGING ISSHOWNFORLIMITSONLY. OTHERS). OPERATIONS, DETAILSANDSPECIFICATIONS,SEE C-3 DEPARTMENT OFTRANSPORTATION BROOKLYN 100% SUBMISSION DIVISION OFBRIDGES CITY OFNEWYORK 1' =10' CARROLL STREETBRIDGE

SCALE LEGEND: FEB 2020 - DREDGETOEL.-10.00 - DREDGETOEL.-4.00 DATE CD NO. FED. AIDPROJ.NO. SHEET B.I.N. NO. 8 2-24026-0 SHEET NO.

SHEETS 8 TOTAL 26 SHEET TOTAL X NO. SHEETS 9 26

BRIDGE SEAT NOTES:

1. FOR DREDGING PLAN, SEE DWG. NO. C-2. EXISTING

EAST CORNER LIMIT OF FASCIA 2. DREDGING IS SHOWN FOR LIMITS ONLY. FOR DREDGING ENCAPSULATION WEST CORNER M.H.W.= EL. 1.96 OPERATIONS, DETAILS AND SPECIFICATIONS, SEE RTA1 DESIGN PACKAGE (BY OTHERS).

EXISTING M.L.W.= EL. -2.57 LIMIT OF FASCIA

ENCAPSULATION SOUTH CORNER EL. -4.00 NORTH CORNER PROPOSED LIMIT OF DREDGING APPROX. APPROX. EXISTING EXISTING EL. -7.34± MUDLINE MUDLINE EL. -10.00 PROPOSED LIMIT EXISTING OF DREDGING LIMIT OF CRIBBING EXISTING LIMIT OF CRIBBING ENCAPSULATION EXISTING ENCAPSULATION TIMBER PILE EXISTING (TYP.) TIMBER PILE (TYP.)

X EAST ABUTMENT - LOOKING SOUTH EAST ABUTMENT - LOOKING EAST

EXISTING TIMBER CRIBBING LEGEND: EXISTING TIMBER FASCIA

M.H.W.= EL. 1.96 - DREDGE TO EL. -4.00 EXISTING EAST CORNER WEST CORNER LIMIT OF FASCIA M.H.W.= EL. 1.96 ENCAPSULATION EXISTING PLASTIC LUMBER APPROX. - DREDGE TO EL. -10.00 EXISTING M.L.W.= EL. -2.57 MUDLINE M.L.W.= EL. -2.57 EXISTING CONCRETE PROPOSED LIMIT CRIBBING ENCAPSULATION EL. -4.00 OF DREDGING EXISTING PLASTIC LUMBER EL. -7.71± EXISTING LIMIT OF CRIBBING ENCAPSULATION EXISTING EL. -10.00 EL. -8.64± TIMBER PILE EL. -10.00 (TYP.) APPROX. EXISTING MUDLINE

PROPOSED LIMIT OF DREDGING 100% SUBMISSION EXISTING TIMBER PILE (TYP.)

EAST ABUTMENT - LOOKING NORTH SECTION X-X CITY OF NEW YORK DEPARTMENT OF TRANSPORTATION DIVISION OF BRIDGES PREPARED BY: GREENMAN-PEDERSEN, INC. ALTERED BY: NYS P.I.N. NO. FED. AID PROJ. NO.

NYC P.I.N. NO.

CONTRACT NO. CD NO.

FINAL DESIGN FOR THE STABILITY DURING DREDGING FOR THE UNION ST AND CARROLL ST BRIDGES OVER GOWANUS CANAL CARROLL STREET BRIDGE BOROUGH OF BROOKLYN B.I.N. 2-24026-0 Greenman-Pedersen, Inc. PREPARED BY: 0 1 2 3 4 NOT FOR CONSTRUCTION Engineering and Construction Services IN CHARGE J. STERN DRAFTER P. TAGGART EAST ABUTMENT ELEVATIONS 325 West Main Street, Babylon, NY 11702 Tel: (631) 587-5060 Fax: (631) 422-3479 DESIGNER P. TAGGART CHECKER J. STERN ORIGINAL SIZE IN INCHES AND SECTION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR DWG. NO. SCALE DATE SHEET NO. LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. C-4 1" = 10'-0" FEB 2020 9 SHEET TOTAL N NO. SHEETS EXISTING FENCE EXISTING BRACING TO BE 10 26 CONCRETE REINSTALLED, NOTES: & TIMBER ITEM 564.05010011 2-STORY BULKHEAD NEW SHEET PILE 44'-9 1/4"EXISTING MASONRY BULKHEAD WALL SHEET PILE 1. ALL ELEVATIONS AND LENGTHS SHOWN ARE APPROXIMATE BUILDING BY OTHERS BULKHEAD BASED ON AS-BUILT AND SURVEY INFORMATION. 12" EXISTING OUTFALL CA 0+00 C.L. GOWANUS CANAL SEE NOTE 10 CB 0+00 ELEVATIONS AND LENGTHS SHALL BE VERIFIED BY THE SEE NOTE 3 CONTRACTOR IN THE FIELD.

-7 -10 FENCE BRACING

-6 A -8 2. FOR SECTIONS A-A, B-B, C-C AND D-D, SEE DWG. NO. C-7. -10 -9 DETAIL, SEE NOTE 9 -5 EXISTING BRIDGE FASCIA 48'-10 3/4" GOWANUS CANAL -8 12" EXISTING OUTFALL TIMBER -7 -5 -11 -4 SEE NOTE 3 3. FOR EXISTING CONDITIONS PLAN, SEE DWG. NO. C-1. -6 FLOOD BULKHEAD A ABUTMENT 4. FOR LOCATION AND DETAILS OF INTERLOCKING PIPE PILE WALL, SEE DWG. NO. C-6.

CA 0+50 -10 CONCRETE CURB 5. FOR MONOPILE DOLPHIN DETAILS & LOCATIONS, SEE DWG. SW -12 6'-0" NO F-1. B EBB RAIL SUPPORT CONCRETE CURB 6. ALL ELEVATIONS ARE IN FEET UNLESS OTHERWISE NOTED. CARROLL STREET CONCRETE CAP BEAM 62'-0" FOOTING 7. FOR WORK ZONE TRAFFIC CONTROL, SEE DWG. NO. WZTC-1 CARROLL STREET THROUGH WZTC-5.

PROPOSED -11 -12 INTERLOCKING 8. FOR SEDIMENT CONTROL AND WASTE MANAGEMENT B CONCRETE CURB TWO EXISTING BRICK CONCRETE CURB RAILING (TYP.) PIPE PILE WALL, 17'-0" ROADWAY SEWER OUTFALLS DETAILS, REFER TO RTA1 DESIGN PACKAGE (BY OTHERS). ITEM 552.11000001 C -9 SEE NOTE 3 -11 SEE NOTE 4 9. FOR FENCE BRACING DETAIL, SEE DWG. NO. S-1. 54'-0" FOOTING SW 6'-0" C 10. NEW BULKHEAD WALL BY OTHERS. WALL LOCATIONS ARE APPROXIMATE AND BASED ON PLANS OBTAINED FROM SW 4'-3" OUTLINE OF BRIDGE LANGAN ENGINEERING AND ENVIRONMENTAL SERVICES, INC. CB 1+00 -3 IN CLOSED POSITION DEC. 2019. OPERATOR D BUILDING -5-4 -6 TIMBER CURB (TYP.) -12 -7 FENCE BRACING -8 DETAIL, SEE NOTE 9 -9 CB 1+31 36'-0" -10 D 28'-6" 19'-0" CA 1+00 -10 C.L. CARROLL OVERHEAD STREET BRIDGE STEEL FRAME EXISTING FENCE FACE TO FACE OF TIMBER BRACING TO BE C.L. TO GIRDER REINSTALLED, EXISTING-13 NEW SHEET PILE ITEM 564.05010011 TIMBER BULKHEAD WALL SW 4'-3" BULKHEAD BY OTHERS ABUTMENT SEE NOTE 10

BRIDGE FASCIA PROPOSED MONOPILE -11

DOLPHIN (TYP.), EXISTING CA 1+41 CA EXISTING ITEM 551.89010010 AND TIMBER SHEET PILE -4 -3 ITEM 593.01000001 BULKHEAD ASPHALT - -9 BULKHEAD - 1 - - 1 SEE NOTE 5 PROPOSED GENERAL PLAN (OPEN TO MARINE TRAFFIC)

105'-0" LENGTH OF DECK ALONG BRIDGE C.L.

OVERHEAD STAY STEEL FRAME 1" DIA. STEEL BAR (TYP.)

TOP OF TIMBER SIDEWALK AND ROADWAY RAILING 100% SUBMISSION TOP OF MAIN GIRDER

M.H.W.= EL. 1.96 BOTTOM OF MAIN GIRDER CITY OF NEW YORK M.L.W.= EL. -2.57 DEPARTMENT OF TRANSPORTATION EXISTING WEST ABUTMENT FOOTING DIVISION OF BRIDGES NAV. EL. -8.77 PREPARED BY: GREENMAN-PEDERSEN, INC. ALTERED BY: (TYP.) NYS P.I.N. NO. FED. AID PROJ. NO. PROPOSED TOP EL. -9.00 WEST ABUTMENT NYC P.I.N. NO. 1'-0" MIN. (TYP.) TIMBER CRIB BULKHEAD EAST ABUTMENT PROPOSED TIMBER CRIB CONTRACT NO. CD NO. NOTE: INTERLOCKING BULKHEAD PROPOSED MUDLINE NOT SHOWN FOR CLARITY. FINAL DESIGN FOR THE STABILITY DURING DREDGING FOR THE SOUTH ELEVATION PIPE PILE WALL UNION ST AND CARROLL ST BRIDGES OVER GOWANUS CANAL (CLOSED TO MARINE TRAFFIC) ITEM 552.11000001 CARROLL STREET BRIDGE SEE NOTE 4 BOROUGH OF BROOKLYN B.I.N. 2-24026-0 Greenman-Pedersen, Inc. PREPARED BY: 0 1 2 3 4 NOT FOR CONSTRUCTION Engineering and Construction Services IN CHARGE J. STERN DRAFTER P. TAGGART PROPOSED GENERAL 325 West Main Street, Babylon, NY 11702 Tel: (631) 587-5060 Fax: (631) 422-3479 DESIGNER P. TAGGART CHECKER J. STERN ORIGINAL SIZE IN INCHES PLAN AND ELEVATION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR DWG. NO. SCALE DATE SHEET NO. LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. C-5 1" = 20'-0" FEB 2020 10 SHEET TOTAL NEW SHEET PILE N NO. SHEETS DETAIL C BULKHEAD BY OTHERS 11 26 CA 0+00 WP1 CB 0+00 EXISTING NOTES:

-7 -10 STONE WP5

-6 -8 DETAIL A BULKHEAD 1. CONTRACTOR SHALL PERFORM PHASE I DREDGING A -10 -9 WP6 -5 OPERATIONS IN ACCORDANCE WITH THE RTA1 DESIGN WP14 -8 SEE NOTE 11 -7 WP7 WP13 PACKAGE (BY OTHERS) PRIOR TO INSTALLATION OF PIPE -5 -11 -4 -6 A WP3 PILE WALLS. SEE DRAWING NO. C-2 FOR DREDGING PLAN. WP2 WP8 WP9 12" EXISTING

2. CONTRACTOR SHALL INSTALL PIPE PILE WALLS USING THE OUTFALL 1+41 CA DOWN THE HOLE DRILLING METHOD WITH AIR CONTROL IN CA 0+50 -10 INVERT EL. 3.86 MODIFY EXISTING STEEL SHEET PILE ACCORDANCE WITH ITEM 552.11000001. WOF CONNECTION GOWANUS-12 CANAL CAP AS NECESSARY OR APPROVED EQUAL 3. PLACE CONCRETE FORMS BETWEEN EXISTING SHEET PILE EXISTING B FLOOD CONCRETE PLUG ITEM 552.11000001 WALL AND PROPOSED PZ SHEET PILE, ITEM 555.06 12" EXISTING SHEET EXISTING ITEM 555.06 WP7 CONCRETE FOR STRUCTURES, CLASS G (DEPOSITED OUTFALL PILE WALL CUSTOM T PILE TIMBER SEE NOTE 12 UNDER WATER). INVERT EL. 4.94 ITEM 552.11 BULKHEAD CB 0+00 ABUTMENT CONCRETE PLUG 4. FOR SECTIONS A-A, B-B, C-C AND D-D, SEE DWG. NO. C-7. -12 -11 ITEM 555.06 EXISTING SEE NOTE 12 5. PIPE PILES LOCATED ADJACENT TO EXISTING OUTFALLS B EBB C STONE SHALL BE CUT IMMEDIATELY AFTER INSTALLATION OF PILE, -9 MODIFY EXISTING -11 BULKHEAD ITEM 552.11000001. PZ 35 SHEET PILE STEEL SHEET PILE CAP AS NECESSARY C ITEM 552.11 6. FOR MONOPILE DOLPHIN DETAILS, SEE DWG. NO. F-1. OUTLINE OF WOF CONNECTION PZ 35 SHEET PILE CARROLL STREET OR APPROVED EQUAL ITEM 552.11 SEE NOTE 13 7. CONTRACTOR SHALL PERFORM CLEARING AND GRUBBING WP10 CB 1+00 WP11 -3 BRIDGE ITEM 552.11000001 SEE NOTE 3 OPERATIONS PRIOR TO INSTALLATION OF PIPE PILE WALLS IN ACCORDANCE WITH ITEM 201.06. WP15 -5-4 D 20" OD. PIPE PILE (TYP.) -6 -12 -8-7 ITEM 552.11000001 8. FOR PROPOSED GENERAL PLAN, SEE DWG. NO. C-5. TWO EXISTING -9 DCB 1+31 -10 BRICK SEWER EXISTING CA 1+00 -10 9. INSTALL SEEPAGE PLUG TO PREVENT GROUND WATER OUTFALLS, INVERT DETAIL A DETAIL B TIMBER MOVEMENT AND FILL PIPE PILES WITH SELECT FILL, ITEM EL. 0.00 SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" BULKHEAD FILL PIPE PILE WALLS 203.06. FOR SEEPAGE PLUG DETAILS, SEE DWG. NO. S-1. DETAIL D ABUTMENT WITH SELECT FILL (TYP.) EXISTING -13 ITEM 203.06 WP12 PZ 35 SHEET PILE 10. WHERE VERTICAL SPACE BETWEEN THE PIPE PILE WALL TIMBER CB 1+31 AND EXISTING STRUCTURE IS GREATER THAN 1'-6" FROM NEW SHEET PILE ITEM 552.11 SEE NOTE 12 RETURN WP4 EXISTING MUDLINE TO TOP OF PILE, PLACE 1'-0" OF WALL BULKHEAD NEW SHEET PILE AQUABLOK 3070SW FOLLOWED BY 6" OF CEMENT GROUT, PROPOSED MONOPILE BY OTHERS BY OTHERS -11 ITEM 552.11000001. SEE CEMENT GROUTING DETAIL ON DOLPHIN (TYP.), EXISTING WP12 WP5 CONCRETE PLUG DWG. NO. S-1. ITEM 551.89010010 AND TIMBER EXISTING EXISTING 1+41 CA WP6 EDGE OF EXISTING ITEM 555.06 ITEM 593.01000001 BULKHEAD -3 CONCRETE SHEET PILE WP16 -4 TIMBER WALL SEE NOTE 12 NEW SHEET 11. EXISTING STONE BULKHEADS SHALL BE REPOINTED PRIOR -13 SEE NOTE 6 -9 DETAIL B -12 RET. WALL BULKHEAD -10 -11 PILE TO THE INSTALLATION OF THE PIPE PILE WALLS IN -9 -8 -7 CUSTOM -6 CUSTOM T-PILE BY OTHERS ACCORDANCE WITH ITEM 560.09 TUCK POINTING. T-PILE ITEM 52.11 PIPE PILE WALL LAYOUT PLAN ITEM 552.11 SCALE: 1" = 20' EDGE OF CONCRETE PLUG EDGE OF EXISTING EXISTING MIN. CA 0+00 ITEM 555.06 TOP OF PILE CONCRETE WALL TIMBER WALL SECTION MIN. TIP SEE NOTE 12 WALL STATIONING LOCATION PILE NO. SECTION PILE EL. LENGTH NO. PILES MODULUS EL. (FT.) (FT.) (FT.) PZ 35 SHEET PILE (IN3) ITEM 552.11 NW O-PILE 1771 WP1 CA 0+00 TO CA 0+17 PP001 - PP010 95.56 18.00 -37.00 55.00 10 CORNER 20"_0.625" NW O-PILE 1771 CA 0+17 TO CA 0+41 PP011 - PP023 96.56 9.00 -37.00 46.00 13 CORNER 20"_0.625" DETAIL C DETAIL D WEST O-PILE 1771 CA 0+41 TO CA 1+10 PP024 - PP061 96.56 9.00 -37.00 46.00 38 SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" ABUT. 20"_0.625" POINT ID NORTHING EASTING STATION SW O-PILE 1771 CA 1+10 TO CA 1+41 PP062 - PP076 96.56 9.00 -37.00 46.00 15 WP1 672425.674 633761.255 CA 0+00 CORNER 20"_0.625" 12. CONCRETE PLUG AND ASSOCIATED SHEET PILE SHALL BE 100% SUBMISSION WP2 672410.745 633760.295 CA 0+15 PLACED AFTER PHASE III DREDGING. FOR DREDGING LIMITS, NE O-PILE 1771 CB 0+00 TO CB 0+46 PP077 - PP100 96.56 18.00 -37.00 55.00 24 WP3 672398.278 633785.422 CA 0+43 SEE RTA1 DESIGN PACKAGE (BY OTHERS). CORNER 20"_0.625" WP4 672328.393 633781.175 CA 1+13 EAST O-PILE 1771 WP5 672340.908 633757.963 CA 1+39 13. ALL CUSTOM T PILE AND PZ SHEET PILES SHALL BE INSTALLED CB 0+46 TO CB 0+83 PP101 - PP120 96.56 14.00 -37.00 51.00 20 ABUT. 20"_0.625" WP6 672339.160 633757.298 CA 1+41 WITH A TIP ELEVATION OF -30.0'. SE O-PILE 1771 WP7 672379.617 633848.173 CB 0+00 CB 0+83 TO CB 1+31 PP121 - PP145 95.56 18.00 -37.00 55.00 25 CORNER 20"_0.625" WP8 672366.841 633846.964 CB 0+11 WP9 672381.766 633817.436 CB 0+44 CITY OF NEW YORK PIPE PILE SCHEDULE WP10 672345.212 633814.654 CB 0+81 NOTE: ADJACENT PROPERTY BULKHEAD WALL LOCATIONS DEPARTMENT OF TRANSPORTATION WP11 672330.500 633844.298 CB 1+14 ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY DIVISION OF BRIDGES WP12 672315.637 633843.912 CB 1+28 THE CONTRACTOR PRIOR TO CONSTRUCTION. PREPARED BY: GREENMAN-PEDERSEN, INC. ALTERED BY: WP13 672405.936 633780.675 N/A NYS P.I.N. NO. FED. AID PROJ. NO. WP14 672383.767 633824.007 N/A NYC P.I.N. NO. WP15 672336.832 633820.853 N/A WP16 672325.962 633775.675 N/A LEGEND: CONTRACT NO. CD NO. PIPE PILE ALIGNMENT - WORKING POINT FINAL DESIGN FOR THE STABILITY DURING DREDGING FOR THE UNION ST AND CARROLL ST BRIDGES OVER GOWANUS CANAL CONTROL DATA CARROLL STREET BRIDGE BOROUGH OF BROOKLYN B.I.N. 2-24026-0 Greenman-Pedersen, Inc. PREPARED BY: 0 1 2 3 4 NOT FOR CONSTRUCTION Engineering and Construction Services IN CHARGE J. STERN DRAFTER P. TAGGART 325 West Main Street, Babylon, NY 11702 PIPE PILE WALL LAYOUT PLAN Tel: (631) 587-5060 Fax: (631) 422-3479 DESIGNER P. TAGGART CHECKER J. STERN ORIGINAL SIZE IN INCHES IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR DWG. NO. SCALE DATE SHEET NO. LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. C-6 AS NOTED FEB 2020 11 SHEET TOTAL A B C D NO. SHEETS TOP OF PILE TOP OF PILE EL. +9.00 TOP OF PILE EL. +18.00 TOP OF PILE EL. +14.00 TOP OF PILE EL. +18.00 EL. +18.00 12 26 20 20 20 20 NOTES: 10 10 10 10 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS. FINAL TOP OF PILE EL. -3.00 FINAL TOP OF PILE EL. -9.00 FINAL TOP OF PILE FINAL TOP OF PILE EL. -3.00 FINAL TOP OF PILE EL. -9.00 FINAL TOP OF PILE EL. -3.00 2. FOR SECTIONS A-A, B-B, C-C AND D-D, SEE DWG. NO. C-5. 0 EL. -3.00 0 0 0 FINAL TOP OF PILE FINAL TOP OF PILE 3. ALL ELEVATIONS ARE IN FEET UNLESS OTHERWISE NOTED.

-10 -10 -10 -10 4. WHERE VERTICAL SPACE BETWEEN THE PIPE PILE WALL AND EXISTING STRUCTURE IS GREATER THAN 1'-6" FROM EXISTING MUDLINE TO TOP OF PILE, PLACE 1'-0" OF AQUABLOK 3070SW -20 -20 -20 -20 FOLLOWED BY 6" OF CEMENT GROUT, ITEM 552.11000001. PHASE III REQUIRED TOP OF RTA1 CAP EXISTING BATHYMETRY PHASE III REQUIRED TOP OF RTA1 CAP APPROX. EXISTING OTHERWISE, PLACE 6" OF AQUABLOK FOLLOWED BY 6" OF BATHYMETRY DREDGE LIMIT ELEVATION (FEET) DREDGE LIMIT ELEVATION (FEET) CONCRETE GROUT. SEE CEMENT GROUTING DETAIL ON DWG. NO. S-1. -30 -30 -30 PIPE PILES -30 PIPE PILES 5. FOR DREDGING CAPPING ELEVATIONS, SEE RTA1 DESIGN -40 -40 -40 -40 PACKAGE BY OTHERS. PILE TIP EL. -37.00 PILE TIP EL. -37.00 6. PIPE PILES LOCATED ADJACENT TO EXISTING OUTFALLS SHALL A B C D BE CUT IMMEDIATELY AFTER INSTALLATION OF PILE, ITEM -50 -50 -50 -50 552.11000001.

7. PRIOR TO DREDGING, TEST PIT(S) SHALL BE PERFORMED AT -60 -60 -60 -60 THE EXISTING STONE BULKHEADS TO DETERMINE THE BOTTOM CA 0+00 CA 1+00 CA 1+41 CB 0+00 CB 1+00 CB 1+31 OF FOOTING ELEVATION AND CONFIGURATION. DREDGING ELEVATIONS ADJACENT TO THE STONE BULKHEAD SHALL BE WEST PIPE PILE WALL PROFILE EAST PIPE PILE WALL PROFILE ADJUSTED, IF NECESSARY, BASED ON THE RESULTS OF THE SCALE: 1" = 30' (HORIZONTAL); 1" = 30' (VERTICAL) SCALE: 1" = 30' (HORIZONTAL); 1" = 30' (VERTICAL) TEST PITS, AS DETERMINED BY THE ENGINEER. TEST PITS SHALL BE IN ACCORDANCE WITH ITEM 206.05. TOP OF PILE EL. +18.00± TOP OF PILE EL. +18.00 EXISTING RAIL SUPPORT TOP OF PILE EL. +14.0 RAILING TOP OF PILE CONCRETE CAP BEAM EXISTING 12" OUTFALL EL. +9.00 EXISTING CONCRETE WALL EL. +9.00 EL +8.14 INVERT EL. +4.94 TOP OF BEARING PLATE WITH MASONRY FACING

EXISTING 1'-0"(MIN.) RAIL (TYP.) 1'-0" (MIN.) EXISTING BRICK CONCRETE WALL SEWER OUTFALL WITH MASONRY EL. +4.12± INVERT EL. 0.00 FACING MHW EL. +1.96 MHW EL. +1.96 MHW EL. +1.96 MHW EL. +1.96

CUT PILES AT EL. -3.00 CUT PILES EL. -3.00 MLW EL. -2.57 MLW EL. -2.57 MLW EL. -2.57 MLW EL. -2.57 SEE NOTE 4 BOTTOM OF FOOTING EXISTING TIMBER TO BE DETERMINED PILE (TYP.) SEE NOTE 7 SEE NOTE 4 APPROX. EXISTING CUT PILES EL. -9.00 SEE NOTE 4 BATHYMETRY EL. -4.00± CUT PILES EL. -9.00 1'-0" (MIN.) SEE NOTE 4 APPROX. EXISTING BATHYMETRY EL. -4.00± APPROX. EXISTING APPROX. EXISTING 1'-8" (MIN.) BATHYMETRY EL. -10.00± BATHYMETRY EL. -10.50± TOP OF RTA I CAP EL. VARIES TOP OF RTA I CAP EL. VARIES TOP OF RTA I CAP EL. VARIES TOP OF RTA I CAP EL. VARIES 100% SUBMISSION DREDGE EL. VARIES DREDGE EL. VARIES SEE NOTE 5 DREDGE EL. VARIES DREDGE EL. VARIES SEE NOTE 5 SEE NOTE 5 SEE NOTE 5

EXISTING PILE TIP EL. -37.00 PILE TIP EL. -37.00 PILE TIP EL. -37.00 PILE TIP EL. -37.00 TIMBER PILE (TYP.) CITY OF NEW YORK SECTION A-A SECTION B-B SECTION C-C SECTION D-D DEPARTMENT OF TRANSPORTATION SCALE: 1" = 10' SCALE: 1" = 10' SCALE: 1" = 10' SCALE: 1" = 10' DIVISION OF BRIDGES LEGEND: PREPARED BY: GREENMAN-PEDERSEN, INC. ALTERED BY: NYS P.I.N. NO. FED. AID PROJ. NO. EXISTING BATHYMETRY - DREDGE TO EL. -4.0 - CEMENT GROUT, ITEM 552.11000001 NYC P.I.N. NO. FINAL SHEETING ELEVATION CONTRACT NO. CD NO. TOP OF RTA1 CAP - DREDGE TO EL. -10.0 - AQUABLOK 3070SW FINAL DESIGN FOR THE STABILITY DURING DREDGING FOR THE PHASE III REQUIRED DREDGE ELEVATION UNION ST AND CARROLL ST BRIDGES OVER GOWANUS CANAL CARROLL STREET BRIDGE BOROUGH OF BROOKLYN B.I.N. 2-24026-0 Greenman-Pedersen, Inc. PREPARED BY: 0 1 2 3 4 NOT FOR CONSTRUCTION Engineering and Construction Services IN CHARGE J. STERN DRAFTER P. TAGGART PIPE PILE WALL PROFILES AND 325 West Main Street, Babylon, NY 11702 Tel: (631) 587-5060 Fax: (631) 422-3479 DESIGNER P. TAGGART CHECKER J. STERN ORIGINAL SIZE IN INCHES SECTIONS IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR DWG. NO. SCALE DATE SHEET NO. LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. C-7 AS NOTED FEB 2020 12 N SHEET TOTAL NO. SHEETS 13 26

EXISTING SUBMARINE NOTES: -5 1-STORY CABLES, SEE NOTE 5 EXISTING 7-6 MASONRY 1. CONTRACTOR SHALL CLEAR ALL DEBRIS FROM THE WORK TIMBER-7 PILE BUILDING AREA IN ACCORDANCE WITH ITEM 201.06 CLEARING AND CLUSTER

-7 -8 GRUBBING.

SHEET PILE BULKHEAD -8 DOLPHINS TO TIMBER -9 BULKHEAD (DILAPIDATED)

FLOOD REMAIN, SEE 2. PARAMETERS REFLECTED ON THIS DRAWING WERE -10 NOTE 6 -11 -9 LANDSCAPED DEVELOPED BASED ON SURVEY INFORMATION AND

CONCRETE WALL LANDSCAPED 1-STORY AREA AS-BUILT DRAWINGS. IT IS THE CONTRACTOR'S AREA MASONRY BUILDING RESPONSIBILITY TO VERIFY EXISTING CONDITIONS PRIOR -11 (OPERATOR HOUSE) TO CONSTRUCTION. EBB

GOWANUS CANAL CONCRETE WALK 3. EXISTING TIMBER PILE CLUSTER DOLPHINS TO BE CONCRETE WALK REMOVED, ITEM 202.83120010. SEE DWG. NO. F-1 FOR DETAILS. METAL BRIDGE RAILING DROP GATE -10 4. FOR PROPOSED GENERAL PLAN, SEE DWG. NO. U-2. CURB LINE MAIN GIRDER APPROACH GIRDER TRAFFIC 7'-8" SIDEWALK STREET STREET DROP GATE 5. FOR BRIDGE SUBMARINE CABLE PROTECTION AND (TYP.) SIGNAL LIGHT LIGHT RELOCATION, SEE DESIGN PACKAGE BY MODJESKI AND WEST PIER EAST PIER MASTERS, INC. 4'-5" BIKE LANE EAST ABUTMENT C.L. OF UNION ST 6. EXISTING 7 TIMBER PILE CLUSTER DOLPHIN IS CUT AT WEST ABUTMENT CL: 9+15 MEAN LOW WATER. CONTRACTOR TO VERIFY EXACT 11'-0" TRAVEL LANE LOCATION PRIOR TO INSTALLATION OF PIPE PILE WALLS. THE CONTRACTOR'S ATTENTION IS BROUGHT TO THE UNION STREET 42'-10 3/4" UNION STREET LIKELIHOOD OF SIMILAR TIMBER PILE CLUSTERS LOCATED PIER FENDER SYSTEM BELOW THE M.L.W. AT EACH CORNER OF THE BRIDGE. 4'-8" BIKE LANE BAR SCREEN FENCE (TYP.) 7. EXISTING EXTERIOR FENDER TIMBER PILES AND WALERS ARE CUT BELOW MEAN LOW WATER. STREET 7'-2" SIDEWALK BAR SCREEN FENCE (TYP.) MAIN GIRDER -10 LIGHT DROP GATE 8. TO MAINTAIN STABILITY OF THE FENDER DURING CURB LINE DREDGING OPERATIONS, REFER TO DWG. NO. U-5 AND U-6. DROP GATE METAL BRIDGE RAILING TRAFFIC -9 CONCRETE WALK SIGNAL STREET GOWANUS CANAL LIGHT ALIGNMENT EXISTING CONCRETE WALK 1.5-STORY FACE OF 6" TIMBER FACE OF MASONRY CONCRETE WHALER AND CONCRETE BUILDING ABUTMENT 12" TIMBER ABUTMENT BLOCK WALL EXISTING 12 PILE (TYP.), WALL -1 -2 TIMBER PILE WALL -5 SEE NOTE 7 -6 -3 -4 CLUSTER DOLPHINS TO BE

TIMBER WALL REMOVED (TYP.), CONCRETE BULKHEAD SEE NOTE 3

SHEET PILE

BULKHEAD EXISTING CONDITIONS PLAN

REMOVE TIMBER SECTIONS (TYP.) C.L. BASCULE OPENING BRIDGE DECK SEE NOTE 8 METAL BRIDGE RAILING

APPROACH GIRDER APPROACH GIRDER 100% SUBMISSION

MAIN GIRDERS BAR SCREEN BAR SCREEN FENCE FENCE MHW EL. 1.96

EL. -2.95 MLW EL. -2.57 EL. -2.95 EXISTING EXISTING TIMBER FENDER CITY OF NEW YORK BATHYMETRY SYSTEM, SEE NOTE 8 BATTERED DEPARTMENT OF TRANSPORTATION EXISTING SUBMARINE CABLES, ABUTMENT PILES (TYP.) SEE NOTE 5 EAST PIER EXISTING SUBMARINE CABLES, DIVISION OF BRIDGES EXISTING SUBMARINE CABLES PREPARED BY: GREENMAN-PEDERSEN, INC. ALTERED BY: WEST PIER EL. -15.05 EL. -15.05 SEE NOTE 5 NYS P.I.N. NO. FED. AID PROJ. NO. APPROXIMATE EL. -17.55 NYC P.I.N. NO. PIER PILES (TYP.) ELEVATION CONTRACT NO. CD NO. (LOOKING NORTH) FINAL DESIGN FOR THE STABILITY DURING DREDGING FOR THE UNION ST AND CARROLL ST BRIDGES OVER GOWANUS CANAL UNION STREET BRIDGE BOROUGH OF BROOKLYN B.I.N. 2-24027-0 Greenman-Pedersen, Inc. PREPARED BY: 0 1 2 3 4 NOT FOR CONSTRUCTION Engineering and Construction Services IN CHARGE J. STERN DRAFTER P. TAGGART EXISTING CONDITIONS 325 West Main Street, Babylon, NY 11702 Tel: (631) 587-5060 Fax: (631) 422-3479 DESIGNER P. TAGGART CHECKER J. STERN ORIGINAL SIZE IN INCHES PLAN AND ELEVATION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR DWG. NO. SCALE DATE SHEET NO. LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. U-1 1" = 20' FEB 2020 13 SHEET TOTAL EXISTING N PROPOSED FULTON NO. SHEETS SHEET PILE PARTIAL PLAN MUNICIPAL WORKS BULKHEAD APPROX. LOCATION OF 14 26 SEE NOTE 9 NAPL BARRIER, -5 1-STORY EXISTING SUBMARINE -6 CABLES, SEE NOTE 8 SEE NOTE 10 MASONRY NOTES: -7 BUILDING 1. FOR EXISTING CONDITIONS PLAN, SEE DWG. NO. U-1.

-7 -8 GOWANUS CANAL -8

-9 TIMBER (DILAPIDATED) BULKHEAD

ALIGNMENT FLOOD UB 0+30 2. FOR MONOPILE DOLPHIN DETAILS & LOCATION, SEE DWG.

-10

-9 NO. F-1. -11 LANDSCAPED

CONCRETE WALL LANDSCAPED A UA 0+00 UB 0+00 B B AREA AREA 3. FOR SECTIONS A-A, B-B, C-C AND D-D, SEE DWG. NO. U-4. -11 MASONRY BUILDING UA 0+20 PARTIAL PLAN (OPERATOR HOUSE) 4. ALL ELEVATIONS ARE IN FEET UNLESS OTHERWISE FACE OF EBB SEE NOTE 9 NOTED. CONCRETE GOWANUS CANAL CONCRETE WALK CONCRETE WALK ABUTMENT A 5. ALL ELEVATIONS AND LENGTHS SHOWN ARE METAL BRIDGE RAILING APPROXIMATE BASED ON AS-BUILT AND SURVEY DROP GATE -10 INFORMATION. ELEVATIONS AND LENGTHS SHALL BE VERIFIED BY THE CONTRACTOR IN THE FIELD. CURB LINE MAIN GIRDER APPROACH GIRDER TRAFFIC 7'-8" SHOULDER STREET STREET DROP GATE (TYP.) SIGNAL LIGHT LIGHT 6. TO MAINTAIN STABILITY OF THE FENDER DURING WEST PIER EAST PIER DREDGING OPERATIONS, REFER TO DWG. NO. U-5 AND 4'-5" BIKE LANE EAST ABUTMENT U-6. C.L. OF UNION ST 7. FOR SEDIMENT CONTROL AND WASTE MANAGEMENT WEST ABUTMENT CL: 9+15 11'-0" TRAVEL LANE DETAILS, REFER TO RTA1 DESIGN PACKAGE BY OTHERS.

UNION STREET 42'-10 5/8" UNION STREET 8. FOR BRIDGE SUBMARINE CABLE PROTECTION AND RELOCATION, SEE DESIGN PACKAGE BY MODJESKI AND EXISTING PIER MASTERS, INC. 4'-8" BIKE LANE FENDER SYSTEM BAR SCREEN FENCE (TYP.) SEE NOTE 6 9. FOR LOCATION AND DETAILS OF INTERLOCKING PIPE PILE MIN. VERTICAL MAIN GIRDER STREET WALL, ITEM 552.11000001, SEE DWG. NO. U-3. 7'-2" SHOULDER BAR SCREEN FENCE (TYP.) -10 CLEARANCE CURB LINE LIGHT DROP GATE 10. FOR PROPOSED FULTON MUNICIPAL WORKS NAPL DROP GATE BARRIER, REFER TO PLANS BY GZA GEOENVIRONMENTAL METAL BRIDGE RAILING NEW YORK. TRAFFIC D -9 CONCRETE WALK SIGNAL STREET FACE OF 11. MATERIAL LEFT BEHIND PROPOSED PIPE PILE WALLS CONCRETE BETWEEN THE PIERS AND ABUTMENTS SHALL BE CAPPED LIGHT PROPOSED 28" OD ABUTMENT IN ACCORDANCE WITH THE RTA1 DESIGN PACKAGE (BY UD 0+25 PARTIAL PLAN PIPE PILE WALL CONCRETE WALK 1.5-STORY OTHERS). SEE NOTE 9 (TYP.) ITEM MASONRY 551.89010010 UD 0+00 UC 0+00 12. NEW BULKHEAD WALL BY OTHERS. WALL LOCATIONS ARE BUILDING D SEE NOTE 9 C C UC 0+30 APPROXIMATE AND BASED ON PLANS OBTAINED FROM BLOCK PROPOSED MONOPILE LANGAN ENGINEERING AND ENVIRONMENTAL SERVICES, -1 -2 WALL -5 INC. DEC. 2019. -6 DOLPHIN (TYP.) -3 -4 ITEM 551.89010010 AND EXISTING NEW SHEET PILE ITEM 593.01000001 SHEET PILE 13. PROPOSED WEEP HOLES SHALL BE INSTALLED AT EVERY

TIMBER WALL CONCRETE BULKHEAD BULKHEAD WALL SEE NOTE 2 BULKHEAD THIRD PILE AS SHOWN. FOR DETAIL, SEE DWG. NO. S-1. BY OTHERS PARTIAL PLAN SEE NOTE 12 SEE NOTE 9 PROPOSED GENERAL PLAN

METAL BRIDGE C.L. BASCULE OPENING BRIDGE DECK RAILING

APPROACH GIRDER APPROACH GIRDER 100% SUBMISSION MAIN GIRDERS BAR SCREEN TOP OF PILE BAR SCREEN FENCE FENCE MHW EL. 1.96 EL. 3.00

EL. -2.95 MLW EL. -2.57 EL. -2.95 PROP. WEEP HOLE (TYP.) EXISTING CITY OF NEW YORK SEE NOTE 13 BATHYMETRY BATTERED ABUTMENT PILES (TYP.) DEPARTMENT OF TRANSPORTATION EXISTING SUBMARINE CABLES, EXISTING SUBMARINE CABLES, SEE NOTE 8 EXISTING SUBMARINE CABLES DIVISION OF BRIDGES APPROXIMATE EL. -17.55 SEE NOTE 8 PREPARED BY: GREENMAN-PEDERSEN, INC. ALTERED BY: SEE NOTE 8 NYS P.I.N. NO. FED. AID PROJ. NO. PROPOSED PIPE PILE (TYP.) NYC P.I.N. NO. ELEVATION CONTRACT NO. CD NO. (LOOKING NORTH) NOTE: EXISTING PIERS AND FENDERS FINAL DESIGN FOR THE STABILITY DURING DREDGING FOR THE (BEYOND) NOT SHOWN FOR CLARITY. UNION ST AND CARROLL ST BRIDGES OVER GOWANUS CANAL UNION STREET BRIDGE BOROUGH OF BROOKLYN B.I.N. 2-24027-0 Greenman-Pedersen, Inc. PREPARED BY: 0 1 2 3 4 NOT FOR CONSTRUCTION Engineering and Construction Services IN CHARGE J. STERN DRAFTER P. TAGGART PROPOSED GENERAL 325 West Main Street, Babylon, NY 11702 Tel: (631) 587-5060 Fax: (631) 422-3479 DESIGNER P. TAGGART CHECKER J. STERN ORIGINAL SIZE IN INCHES PLAN AND ELEVATION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR DWG. NO. SCALE DATE SHEET NO. LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. U-2 1" = 20'-0" FEB 2020 14 SHEET TOTAL 28" OD PIPE PILE (TYP.) MONOPILE N EXISTING SHEET FULTON MUNICIPAL PZ 35 SHEET PILE NO. SHEETS ITEM 552.11000001 DOLPHIN WORKS NAPL ITEM 552.11 PILE BULKHEAD ITEMS 551.89010010 15 26 BARRIER WALL CONCRETE PLUG DETAIL C & 593.01000001 SEE NOTE 3 ITEM 555.06 NOTES: 28" OD PIPE PILE (TYP.) WP5 DETAIL A WP2 SEE NOTE 6 WP15 ITEM 552.11000001 FACE OF EXISTING CUSTOM T PILE 1. FOR PROPOSED GENERAL PLAN, SEE DWG. NO. U-2. FENDER SYSTEM UA 0+00 UB 0+30 ITEM 552.11 WP1 WP6 2. CONTRACTOR SHALL INSTALL PIPE PILE WALLS USING THE WP16 WOF CONNECTION OR DOWN THE HOLE DRILLING METHOD WITH AIR CONTROL IN APPROVED EQUAL (TYP.) FULTON MUNICIPAL ACCORDANCE WITH ITEM 552.11000001. UA 0+20 MONOPILE ITEM 552.11000001 WORKS NAPL BRIDGE FASCIA DOLPHIN BARRIER WALL 3. PLACE CONCRETE FORMS BETWEEN EXISTING SHEET PILE ITEMS 551.89010010 (BY OTHERS) WALL AND PROPOSED PZ SHEET PILE, ITEM 555.06 DETAIL B & 593.01000001 WP6 UB 0+00 EDGE OF OPERATOR SEE NOTE 8 CONCRETE FOR STRUCTURES, CLASS G (DEPOSITED CONCRETE PIER WP3 HOUSE PLATFORM UNDER WATER). FACE OF ABUTMENT AZ 46-700N WP4 SHEET PILE (TYP.) 4. CONTRACTOR SHALL PERFORM CLEARING AND GRUBBING FACE OF APPROACH DETAIL B UB 0+30 (BY OTHERS) OPERATIONS PRIOR TO INSTALLATION OF PIPE PILE WALLS ABUTMENT IN ACCORDANCE WITH ITEM 201.06. GIRDER STEEL FACE OF EXISTING H-PILE WALE 5. FILL PIPE PILES WITH SELECT FILL, ITEM 203.06 AND FENDER SYSTEM (BY OTHERS) INSTALL SEEPAGE PLUG TO PREVENT GROUND WATER MOVEMENT. FOR SEEPAGE PLUG DETAILS, SEE DWG. NO. CONCRETE PIER DETAIL A S-1. NORTHWEST PILE LAYOUT NORTHEAST PILE LAYOUT SCALE: 1/2" = 1'-0" 6. CONCRETE PLUG AND ASSOCIATED PZ SHEET PILE SHALL 28" OD PIPE BE PLACED AFTER PHASE III DREDGING. FOR DREDGING SCALE: 1" = 10' SCALE: 1" = 10' PILE (TYP.) LIMITS, SEE RTA1 DESIGN PACKAGE. UC 0+30 ITEM 552.11000001 UB 0+00 7. ALL CUSTOM T PILE AND PZ SHEET PILES SHALL BE INSTALLED WITH A TIP ELEVATION OF -30.0'.

8. FOR PROPOSED FULTON MUNICIPAL WORKS NAPL APPROACH FACE OF EXISTING BRIDGE FASCIA BARRIER, REFER TO PLANS BY GZA GEOENVIRONMENTAL GIRDER FENDER SYSTEM PZ 35 SHEET PILE ITEM 552.11 NEW YORK. WP3 FACE OF WP12 ABUTMENT WP7 FACE OF EXISTING PIER CUSTOM T PILE CUSTOM T PILE ITEM 552.11 FILL PIPE PILE WALL ITEM 552.11 CONCRETE PLUG BRIDGE FASCIA WITH SELECT FILL (TYP.) CONCRETE PLUG UC 0+00 WP8 ITEM 555.06 ITEM 203.06 FACE OF EXISTING ITEM 555.06 DETAIL B SEE NOTE 6 FACE OF WP9 FACE OF FENDER SYSTEM PZ 35 SHEET PILE EXISTING PIER WP13 ABUTMENT ITEM 552.11 DETAIL C SEE NOTE 3 UD 0+25 WP17 UC 0+30 MODIFY EXISTING UD 0+00 MONOPILE MONOPILE WP10 SEE NOTE 3 STEEL SHEET PILE WP14 FACE OF EXISTING DOLPHIN DOLPHIN CAP AS NECESSARY FENDER SYSTEM WP11 ITEMS 551.89010010 ITEMS 551.89010010 WP12 EXISTING SHEET 28" OD PIPE PILE (TYP.) DETAIL B & 593.01000001 & 593.01000001 PILE WALL ITEM 552.11000001 28" OD PIPE PILE (TYP.) WP18 DETAIL C ITEM 552.11000001 DETAIL B DETAIL C SOUTHWEST PILE LAYOUT SOUTHEAST PILE LAYOUT (NORTHEAST SHOWN, (SOUTHEAST SHOWN, SCALE: 1" = 10' SCALE: 1" = 10' OTHERS SIMILAR) OTHERS SIMILAR) SCALE: 3/8" = 1'-0" SCALE: 1/2" = 1'-0" MIN. POINT ID NORTHING EASTING STATION TOP OF PILE SECTION MIN. TIP 672881.306 634016.973 UA 0+00 WALL STATIONING LOCATION PILE NO. SECTION PILE EL. LENGTH NO. PILES WP1 MODULUS EL. (FT.) (FT.) (FT.) WP2 672890.443 633998.852 UA 0+20 (IN3) WP3 672859.960 634059.565 UB 0+00 O-PILE NW WP4 672855.392 634068.625 UB 0+10 UA 0+00 TO UA 0+20 PP001-PP009 167.53 3105 3.00 -53.00 56.00 9 CORNER WP5 672864.453 634073.193 UB 0+20 28"_0.75" WP6 672859.885 634082.254 UB 0+30 O-PILE 100% SUBMISSION NE WP7 672802.578 634030.118 UC 0+00 UB 0+00 TO UB 0+30 PP010-PP022 167.53 3105 3.00 -55.00 58.00 13 CORNER 28"_0.75" WP8 672796.868 634041.443 UC 0+13 O-PILE WP9 672792.338 634039.159 UC 0+18 SE UC 0+00 TO UC 0+32 PP023-PP035 167.53 3105 3.00 -53.00 56.00 13 WP10 672789.841 634038.709 UC 0+22 CORNER 28"_0.75" WP11 672787.769 634040.172 UC 0+26 O-PILE WP12 672784.338 634046.979 UC 0+30 SW UD 0+00 TO UD 0+25 PP036-PP048 167.53 3105 3.00 -54.00 57.00 11 WP13 672823.164 633989.513 UD 0+00 CORNER CITY OF NEW YORK 28"_0.75" WP14 672833.162 633966.204 UD 0+25 WP15 672886.458 634018.05 N/A DEPARTMENT OF TRANSPORTATION PILE WALL SCHEDULE WP16 672863.359 634064.12 N/A DIVISION OF BRIDGES WP17 672796.761 634030.36 N/A PREPARED BY: GREENMAN-PEDERSEN, INC. ALTERED BY: WP18 672819.824 633984.5 N/A NYS P.I.N. NO. FED. AID PROJ. NO. PIPE PILE ALIGNMENT NYC P.I.N. NO. CONTRACT NO. CD NO.

CONTROL DATA FINAL DESIGN FOR THE STABILITY DURING DREDGING FOR THE UNION ST AND CARROLL ST BRIDGES OVER GOWANUS CANAL UNION STREET BRIDGE BOROUGH OF BROOKLYN B.I.N. 2-24027-0 Greenman-Pedersen, Inc. PREPARED BY: 0 1 2 3 4 NOT FOR CONSTRUCTION Engineering and Construction Services IN CHARGE J. STERN DRAFTER P. TAGGART 325 West Main Street, Babylon, NY 11702 PIPE PILE WALL LAYOUT PLAN Tel: (631) 587-5060 Fax: (631) 422-3479 DESIGNER P. TAGGART CHECKER J. STERN ORIGINAL SIZE IN INCHES IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR DWG. NO. SCALE DATE SHEET NO. LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. U-3 AS NOTED FEB 2020 15 EXISTING FENDER SHEET TOTAL TO REMAIN, EXISTING FENDER NO. SHEETS EL. +5.48 SEE NOTE 5 TO REMAIN, EL. +5.48 SEE NOTE 5 16 26 TOP OF PILE EL. +3.00 TOP OF PILE EL. +3.00 EXISTING MHW EL. +1.96 MHW EL. +1.96 OPERATOR NOTES: PROP. WEEP HOLE BUILDING 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS. INV. EL. -2.00±, SEE NOTE 7 EXISTING 2. FOR SECTIONS A-A, B-B, C-C AND D-D, SEE DWG. NO. U-2. MLW EL. -2.57 MLW EL. -2.57 METAL RAILING 3. ALL ELEVATIONS ARE IN FEET UNLESS OTHERWISE NOTED.

4. FINAL DREDGE AND RTA1 CAP ELEVATIONS BY OTHERS. APPROX. EXISTING EXISTING APPROX. EXISTING EXISTING BATHYMETRY EL. -9.50± CONCRETE BATHYMETRY EL. -9.50± 5. TO MAINTAIN STABILITY OF THE FENDER DURING DREDGING SLAB PIER EXISTING OPERATIONS, REFER TO DWG. NO. U-5 AND U-6. PIER EL. 14.12± TOP OF EXISTING 6. MATERIAL LEFT BEHIND PROPOSED PIPE PILE WALLS BETWEEN TOP OF RTA I CAP SIDEWALK THE PIERS AND ABUTMENTS SHALL BE CAPPED IN RTA I CAP EL. VARIES BRACKET ACCORDANCE WITH THE RTA1 DESIGN PACKAGE. EL. VARIES I18x54.7 DREDGE 7. PROPOSED WEEP HOLE SHALL BE INSTALLED AT EVERY THIRD EL. -15.05 EL. -15.05 EXISTING PILE AS SHOWN. FOR DETAIL, SEE DWG. NO. S-1. DREDGE EL. VARIES CONCRETE EL. VARIES ABUTMENT EXISTING TOP OF PILE EL. +3.00 TIMBER PILES EXISTING PILE TIP PILE TIP EL. -54.00 MHW EL. 1.96 TIMBER PILES EL. -22.55 EL. -22.55 EL. -53.00 PROP. WEEP HOLE INV. EL. -2.00±, SEE NOTE 7 SECTION A-A SECTION D-D SCALE: 1" = 10' SCALE: 1" = 10' EL. -2.95 MLW EL. -2.57 APPROX. EXISTING BATHYMETRY EL. -4.89± EL. +13.8± EXISTING 12" DIAMETER TIMBER PILES TOP OF LEGEND: RTA I CAP EL. VARIES EXISTING CONCRETE EXISTING BATHYMETRY ABUTMENT DREDGE EL. VARIES PILE TIP FINAL SHEETING ELEVATION TOP OF PILE EL. +3.00 EL. -55.00

MHW EL. +1.96 TOP OF RTA1 CAP SECTION B-B PROP. WEEP HOLE SCALE: 1" = 10' PHASE III REQUIRED DREDGE ELEVATION INV. EL. -2.00±, SEE NOTE 7

MLW EL. -2.57 EL. -2.95 A B C D TOP OF PILE TOP OF PILE TOP OF PILE TOP OF PILE EXISTING 12" EL. 3.00 EL. 3.00 EL. 3.00 EL. 3.00 DIAMETER 10 10 10 10 10 10 10 10 APPROX. EXISTING TIMBER PILES FINAL TOP APPROX. EXISTING BATHYMETRY EL. -3.5± OF PILE (TYP.) BATHYMETRY (TYP.) 0 0 0 0 0 0 0 0 TOP OF RTA I CAP PROPOSED EL. VARIES WEEP HOLES -10 -10 -10 -10 -10 -10 -10 -10 EVERY THIRD PILE DREDGE EL. VARIES AT EL. -2.00, (TYP.) 100% SUBMISSION -20 -20 -20 -20 -20 -20 -20 -20 PILE TIP PHASE III REQUIRED TOP OF RTA1 EL. -53.00 DREDGE LIMIT (TYP.) CAP (TYP.) -30 -30 -30 -30 -30 -30 -30 -30 ELEVATION (FEET) SECTION C-C SCALE: 1" = 10' CITY OF NEW YORK -40 PILE TIP -40 -40 -40 -40 PILE TIP -40 -40 -40 PILE TIP PILE TIP DEPARTMENT OF TRANSPORTATION EL. -53.00 EL. -53.00 EL. -54.00 EL. -55.00 DIVISION OF BRIDGES -50 -50 -50 -50 -50 -50 -50 -50 PREPARED BY: GREENMAN-PEDERSEN, INC. ALTERED BY: NYS P.I.N. NO. FED. AID PROJ. NO. A B C D NYC P.I.N. NO. -60 -60 -60 -60 -60 -60 -60 -60 UA 0+00 UA 0+20 UB 0+00 UB 0+30 UC 0+00 UC 0+30 UD 0+00 UD 0+25 CONTRACT NO. CD NO. FINAL DESIGN FOR THE STABILITY DURING DREDGING FOR THE PROFILE OF PIPE PILE WALLS UNION ST AND CARROLL ST BRIDGES OVER GOWANUS CANAL SCALE: 1" = 30' (HORIZONTAL); 1" = 30' (VERTICAL) UNION STREET BRIDGE BOROUGH OF BROOKLYN B.I.N. 2-24027-0 Greenman-Pedersen, Inc. PREPARED BY: 0 1 2 3 4 NOT FOR CONSTRUCTION Engineering and Construction Services IN CHARGE J. STERN DRAFTER P. TAGGART PIPE PILE WALL PROFILES AND 325 West Main Street, Babylon, NY 11702 Tel: (631) 587-5060 Fax: (631) 422-3479 DESIGNER P. TAGGART CHECKER J. STERN ORIGINAL SIZE IN INCHES SECTIONS IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR DWG. NO. SCALE DATE SHEET NO. LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. U-4 AS NOTED FEB 2020 16 PREPARED BY:GREENMAN-PEDERSEN,INC. N C.L. OFUNION NOT FORCONSTRUCTION STRUCTURE STREET & B

4'-9" 3'-9" WEST PIERSHOWN,EASTSIMILAR 3'-9" FOOTING 13'-9" 14'-0" 10'-0" SCALE: 1"=10'-0"

PLAN 56'-0" 3'-7"

2'-7" 6'-0" 3'-0" 6'-0" 3'-0" 6'-0" 1'-6" A ALTERED BY: 3'-3" 3'-3" A 4'-8" 63'-2" REPLACED INKIND. REMOVED AND EXISTING (2)12"X12" TIMBERS TOBE B RUBBER FENDER REMAIN (TYP.) FENDER TO EXISTING TIMBER CYLINDRICAL SHEETING FOR TO REMAIN(TYP.) DREDGING SEE NOTE6 OPERATIONS EL. VARIES-6.75±TO-11.00± IT ISAVIOLATIONOF LAWFORANYPERSON,UNLESSTHEY AREACTINGUNDERTHEDIRECTION OFALICENSEDPROFESSIONALENGINEER, ARCHITECT,LANDSCAPE ORLAND LAND SURVEYORSHALL STAMPTHEDOCUMENTANDINCLUDE THENOTATION"ALTEREDBY"FOLLOWED BYTHEIRSIGNATURE,THEDATE OFSUCHALTERATION,ANDASPECIFIC DESCRIPTION SURVEYOR, TOALTER ANITEMINANYWAY.IFBEARING THESTAMPOFALICENSEDPROFESSIONAL ISALTERED,THEALTERING ENGINEER,ARCHITECT,LANDSCAPE ARCHITECT,OR OF THEALTERATION. STAGE IIIDREDGELINEEL.-12.55 NOTES: 1. 7. 9. 8. 6. 5. 4. 3. 2. FOR SECTIONB-B,SEEDWG.NO.U-6. RTA1 DESIGNPACKAGE(BYOTHERS). FOR CAPPINGLIMITS,DETAILSANDOPERATIONS,REFERTO ELEVATION. DURING DREDGINGOPERATIONS,HYDRAULICHEADONBOTH REMEDIATION TARGETAREA(RTA)1DESIGNPACKAGE(BY DREDGING OFCANALSEDIMENTSBYOTHERS.FOR ELEVATION, SEEDWG.NO.U-2. FOR UNIONSTREETPROPOSEDGENERALPLANAND PACKAGE (BYOTHERS). REFER TOREMEDIATIONTARGETAREA(RTA)1DESIGN FOR SEDIMENTCONTROLANDWASTEMANAGEMENTDETAILS, LIMITS, OPERATIONS,DETAILSANDSPECIFICATIONS,SEE MANAGEMENT PRACTICES. SIDES OFTHEFENDERTOBEMAINTAINEDATSAME SYSTEMS ANDCONCRETEPIERSSHALLBEDONEUSINGBEST CANAL DREDGINGADJACENTTOTHEEXISTINGFENDER CARE SHALLBETAKENTHROUGHOUTDREDGINGOPERATIONS. CONTRACTOR TOFIELDVERIFYALLDIMENSIONS. OTHERS). THE CONTRACTORATCONTRACTOR'SEXPENSE. ANY DAMAGETOTHEFENDERSYSTEMSHALLBEREPAIREDBY EXISTING MUDLINE SYSTEM TOREMAIN EXISTING FENDER MLW EL.-2.57 MHW EL.1.96 Greenman-Pedersen, Inc. Engineering andConstructionServices Tel: (631)587-5060 325 WestMainStreet,Babylon,NY11702 EL. 3.60 STAGE 1 Fax: (631)422-3479 EL. -22.55 REMOVE (2)12"x12"TIMBERS SPACED AT9'-0"C/C BY OTHERS,SEENOTE6 DREDGING OPERATIONS DREDGING EL. -3.55 EXISTING BATHYMETRY SEE NOTE2 EL. 5.48 OPERATIONS PIER EXISTING DESIGNER IN CHARGE PREPARED BY: EL. -15.05 EL. VARIES-6.75±TO-11.00± STAGE IIIDREDGELINEEL.VARIES L. DESIMONE EXISTING MUDLINE J. STERN SYSTEM TOREMAIN EXISTING FENDER MLW EL.-2.57 MHW EL.1.96 CHECKER DRAFTER EL. 3.60 SECTION A-A D. CASILLAS SCALE: 1/8"=1'-0" EXISTING FENDERSYSTEMWHILEMAINTAININGDREDGINGOPERATION. SUGGESTED SEQUENCEOFDREDGING: STAGE 3 STAGE 2 STAGE 1 THE FOLLOWINGDREDGINGSEQUENCEALLOWSFORSTABILITYOF J. STERN 1. 1. 1. STAGE 2 2. 3. 2. LEGEND: REPLACE 212"x12"TIMBERSECTIONS. FOLLOWED BYSELECTFILLTOEL.-9.55,ITEM203.06. FILL BEHINDFENDERWITHAQUABLOK3070SWTOEL.-11.55 RTA 1DESIGNPACKAGE(BYOTHERS). DREDGE INCANALTOELEVATIONELEVATIONSSHOWNTHE DISCHARGE TOBEPUMPEDDIRECTLYAHOPPERBARGE. DREDGE BEHINDTHEFENDERSYSTEMTOELEVATION-12.55. REMOVE 2HORIZONTAL12"x12"TIMBERSECTIONS. EL. -22.55 DREDGE LINEEL.-12.55 SELECT FILL,ITEM203.06 VOLUME TOBEDREDGED AQUABLOK 3070SW 0 PIER EXISTING EL. 5.48 ORIGINAL SIZEININCHES 1 EL. -15.05 SEQUENCE 2DREDGELINEEL.-12.55 2 STAGE IIIDREDGELINEEL.VARIES SEE NOTE8 TOP OFRTA1CAPEL.VARIES AQUABLOK TOEL.-11.55 3 SYSTEM TOREMAIN EXISTING FENDER MLW EL.-2.57 MHW EL.1.96 4 EL. -9.55 EL. 3.60 BOROUGH OF CONTRACT NO. NYC P.I.N.NO. NYS P.I.N.NO. FINAL DESIGNFORTHESTABILITYDURINGDREDGING DWG. NO. UNION STANDCARROLLBRIDGESOVER GOWANUSCANAL U-5 STAGE 3 DEPARTMENT OFTRANSPORTATION EXISTING PIERFENDER I DREDGING DETAILS AT EL. -22.55 BROOKLYN 100% SUBMISSION DIVISION OFBRIDGES AS NOTED CITY OFNEWYORK

SCALE UNION STREETBRIDGE REPLACE 212"x12"TIMBERSSPACED LUMBER, ITEM594.03 AT 9'-0"C/C-TREATEDTIMBERAND FEB 2020 ITEM 203.06 1" DIA.BOLT,1FT. PIER EXISTING EQUAL EMBEDMENT SPACED4'-0"C/C HILTI CAPSULEADHESIVE (TYP.) SELECT FILL EL. 5.48 3070SW AQUABLOK ANCHORS ORAPPROVED EL. -15.05 DATE CD NO. FED. AIDPROJ.NO. SHEET B.I.N. NO. 17 2-24027-0 SHEET NO.

17 SHEETS TOTAL 26 SHEET TOTAL NO. SHEETS 18 26

NOTES: 1. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS.

2. FOR SEDIMENT CONTROL AND WASTE MANAGEMENT DETAILS, REMOVE (2) 12"x12" TIMBERS REFER TO REMEDIATION TARGET AREA (RTA) 1 DESIGN SPACED AT 9'-0" C/C EXISTING FENDER SYSTEM TO REMAIN PACKAGE (BY OTHERS).

EL. 5.48 3. FOR UNION STREET PROPOSED GENERAL PLAN AND ELEVATION, SEE DWG. NO. U-2. EXISTING PIER EL. 3.60 4. CARE SHALL BE TAKEN THROUGHOUT DREDGING OPERATIONS. ANY DAMAGE TO THE FENDER SYSTEM SHALL BE REPAIRED BY MHW EL. 1.96 EXISTING THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. BATHYMETRY EL. -3.55 5. CANAL DREDGING ADJACENT TO THE EXISTING FENDER SYSTEMS AND CONCRETE PIERS SHALL BE DONE IN SLOTS USING BEST MANAGMENT PRACTICES. MLW EL. -2.57 EL. -3.55± 6. DREDGING OF CANAL SEDIMENTS BY OTHERS. FOR DREDGING LIMITS, OPERATIONS, DETAILS AND SPECFICATIONS, SEE EXISTING MUDLINE REMEDIATION TARGET AREA (RTA) 1 DESIGN PACKAGE (BY EL. VARIES -6.75± TO -11.00± OTHERS). 1.5 7. DURING DREDGING OPERATIONS, HYDRAULIC HEAD ON BOTH PROPOSED 1 DREDGING OPERATIONS SIDES OF THE FENDER TO BE MAINTAINED AT THE SAME SLOPED SEE NOTE 6 ELEVATION. EXCAVATION STAGE III DREDGE LINE EL. -12.55 8. FOR CAPPING LIMITS, DETAILS AND OPERATIONS, REFER TO RTA1 DESIGN PACKAGE (BY OTHERS).

9. FOR SECTION B-B, SEE DWG. NO. U-5.

LEGEND:

VOLUME TO BE DREDGED

EL. -22.55 SELECT FILL, ITEM 203.06

SECTION B-B SCALE: 1/8" = 1'-0"

SUGGESTED SEQUENCE OF DREDGING: 100% SUBMISSION

THE FOLLOWING DREDGING SEQUENCE ALLOWS FOR STABILITY OF THE EXISTING FENDER SYSTEM WHILE MAINTAINING DREDGING OPERATION.

STAGE 1 1. REMOVE 2 HORIZONTAL 12"x12" TIMBER SECTIONS.

2. DREDGE BEHIND THE FENDER SYSTEM TO ELEVATION -12.55. CITY OF NEW YORK DEPARTMENT OF TRANSPORTATION 3. DISCHARGE TO BE PUMPED DIRECTLY TO A HOPPER BARGE. DIVISION OF BRIDGES STAGE 2 PREPARED BY: GREENMAN-PEDERSEN, INC. ALTERED BY: NYS P.I.N. NO. FED. AID PROJ. NO. 1. DREDGE IN CANAL TO ELEVATION TO ELEVATIONS SHOWN IN THE RTA 1 DESIGN PACKAGE (BY OTHERS). NYC P.I.N. NO.

STAGE 3 CONTRACT NO. CD NO. 1. FILL BEHIND FENDER WITH AQUABLOK 3070SW TO EL. -11.55 FOLLOWED BY SELECT FILL TO EL. -9.55, ITEM 203.06. FINAL DESIGN FOR THE STABILITY DURING DREDGING FOR THE UNION ST AND CARROLL ST BRIDGES OVER GOWANUS CANAL 2. REPLACE 2 12"x12" TIMBER SECTIONS. UNION STREET BRIDGE BOROUGH OF BROOKLYN B.I.N. 2-24027-0 Greenman-Pedersen, Inc. PREPARED BY: 0 1 2 3 4 NOT FOR CONSTRUCTION Engineering and Construction Services IN CHARGE J. STERN DRAFTER D. CASILLAS DREDGING DETAILS AT 325 West Main Street, Babylon, NY 11702 Tel: (631) 587-5060 Fax: (631) 422-3479 DESIGNER P. TAGGART CHECKER J. STERN ORIGINAL SIZE IN INCHES EXISTING PIER FENDER II IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR DWG. NO. SCALE DATE SHEET NO. LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. U-6 AS NOTED FEB 2020 18 SHEET TOTAL PROPOSED 27" OD x 3/8" NO. SHEETS PROPOSED 28" PROPOSED THICK STEEL PLATE CAP 19 26 OD STEEL PIPE MHW EL. +1.96 27" OD x 3/8" THICK PROPOSED (TYP.), ITEM 564.510001 PILE (TYP.), 1/4" 4-14 STEEL PLATE CAP 28" OD STEEL NOTES: ITEM 552.11000001 OUTSHORE (TYP.), PIPE PILE (TYP.), FACE OF PILE ITEM 564.510001 ITEM 552.11000001 1. FOR CARROLL STREET PROPOSED GENERAL PLAN, SEE A INSHORE DWG. NO. C-5. FACE OF PILE PROPOSED 4" STANDARD PIPE WEEP HOLE, PROPOSED 4" PROPOSED 2. FOR CARROLL STREET PIPE PILE WALL LAYOUT, SEE DWG. PROPOSED SEE NOTE 7 STANDARD PIPE 28" OD STEEL PIPE NO. C-6. SPLASH ZONE Y Y WEEP HOLE, PILE (TYP.), AROUND ENTIRE SEE NOTE 7 ITEM 552.11000001 3. FOR UNION STREET GENERAL PLAN, SEE DWG. NO. U-2. ASSEMBLY (TYP.) (TYP. EA. SEE NOTE 8 1/8" OPENING) 4. FOR UNION STREET PIPE PILE WALL LAYOUT, SEE DWG. PROPOSED NO. U-3. SPLASH ZONE AROUND ENTIRE INV. EL. -2.00± 5. INSTALL SEEPAGE PLUG TO PREVENT GROUND WATER ASSEMBLY (TYP.) MOVEMENT AND FILL PIPE PILES WITH SELECT FILL, ITEM SEE NOTE 8 203.06. MLW EL. -2.57 1/4" 4-14 A (TYP. EA. 1/8" OPENING) 6. FOR DETAILS OF AQUABLOK 3070SW, SEE RTA1 DESIGN NOTE: PLAN SECTION Y-Y PACKAGE (BY OTHERS). PIPE PILE CAP NOT SHOWN FOR NOTE: 7. WEEP HOLES SHALL CONSIST OF 4" STANDARD PIPE, CLARITY. PROPOSED 4" JET FILTER PIPE PILE CAP DETAIL 4% SLOPE WEEP HOLE PIPE SHALL EXTEND 1/4" BEYOND WHICH SHALL EXTEND APPROXIMATELY 1/4" BEYOND THE ASSEMBLY (TYP.) OUTSIDE FACE OF PILE TO ALLOW FOR WELDING. (B.I.N. 2-24027-0 ONLY) OUTSIDE FACE OF THE PIPE PILE IN ORDER TO WELD THE SEE NOTE 7 PLAN SECTION A-A PIPE ALL AROUND TO THE PILE, AND SHALL BE EQUIPPED WITH 4" JET FILTER ASSEMBLY AS MANUFACTURED BY JET PROPOSED PIPE FILTER SYSTEMS ON BOTH THE INSHORE AND OUTSHORE WEEP HOLE DETAIL FILL PILE WITH PILE WALL FACES OF THE PIPE PILE. JET FILTERS SHALL BE (B.I.N. 2-24027-0 ONLY) SELECT FILL (TYP.), ITEM 552.11000001 INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS ITEM 203.06 REQUIREMENTS. CEMENT GROUT, SEE NOTE 5 Z PROPOSED PIPE PILE WALL ALIGNMENT FENCE BRACE ITEM 552.11000001 8. INSTALL SPLASH ZONE AS MANUFACTURED BY CARBOLINE L2 x 2 x 1/8, FENCE BRACE BETWEEN THE FACE OF THE PIPE PILE AND THE JET FILTER ITEM 564.05010011 3" x 7/16" PLATE ASSEMBLY TO CREATE A WATERTIGHT SEAL ON BOTH THE ITEM 564.05010011 INSHORE AND OUTSHORE FACES OF THE PIPE PILES.

TOP FENCE TOP FENCE RAILING RAILING LEGEND: L2 1/2 x 2 1/2 x 3/8 L2 1/2 x 2 1/2 x 3/8 - CEMENT GROUT, ITEM 552.11000001 1'-0" (MIN.) EXISTING BULKHEAD, WALL - SELECT FILL, ITEM 201.06 OR FENDER SYSTEM (TYP.) (TYP.) 1/8" 1/4" - AQUABLOK 3070SW Z FENCE BRACING DETAIL FENCE BRACING DETAIL CEMENT GROUTING DETAIL (ANGLE) (PLATE) (B.I.N. 2-24026-0 ONLY)

CEMENT GROUT, ITEM 552.11000001 AQUABLOK 3070SW SEE NOTE 6 100% SUBMISSION FILL PIPE PILES 6" PROPOSED WITH SELECT FILL STEEL PIPE PILE (TYP.), ITEM 201.06 PROPOSED PIPE ITEM 552.11000001 6" MIN. PILE WALL ITEM 552.11000001

AQUABLOK 3070SW CITY OF NEW YORK SEE NOTE 6 EXISTING BULKHEAD, WALL DEPARTMENT OF TRANSPORTATION OR FENDER SYSTEM DIVISION OF BRIDGES

PREPARED BY: GREENMAN-PEDERSEN, INC. ALTERED BY: 2'-0" NYS P.I.N. NO. FED. AID PROJ. NO.

NYC P.I.N. NO.

CONTRACT NO. CD NO.

FINAL DESIGN FOR THE STABILITY DURING DREDGING FOR THE SEEPAGE PLUG SECTION Z-Z UNION ST AND CARROLL ST BRIDGES OVER GOWANUS CANAL (B.I.N. 2-24026-0 ONLY) UNION STREET BRIDGE BOROUGH OF BROOKLYN B.I.N. Greenman-Pedersen, Inc. PREPARED BY: 0 1 2 3 4 NOT FOR CONSTRUCTION Engineering and Construction Services IN CHARGE J. STERN DRAFTER P. TAGGART 325 West Main Street, Babylon, NY 11702 PIPE PILE WALL DETAILS Tel: (631) 587-5060 Fax: (631) 422-3479 DESIGNER P. TAGGART CHECKER J. APRILE ORIGINAL SIZE IN INCHES IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR DWG. NO. SCALE DATE SHEET NO. LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. S-1 1/2" = 1'-0" FEB 2020 19 SHEET TOTAL MONOPILE DOLPHIN TABLE NO. SHEETS 20 26 COORDINATES T.O. PILE MUDLINE EL. MIN. PILE PILE LENGTH DEFLECTION AT PILE LOCATION NOTES: EL. (FT) (FT) TIP EL. (FT) (FT) MUDLINE (IN) DIMENSIONS (IN) NORTHING EASTING 1. INSTALL DOLPHIN PILES USING THE DOWN THE HOLE (DTH) UNION STREET DRILLING METHOD WITH AIR CONTROL AS PER ITEM 551.89010010 - STEEL MONOPILE DOLPHINS. NW CORNER 672886.4577 634018.0454 10.00 -17.50 -55.00 65.00 0.388 24 x 0.438 NE CORNER 672863.3591 634064.1152 10.00 -14.60 -52.10 63.00 0.328 24 x 0.438 2. MUDLINE DEFLECTIONS SHOWN IN THE DOLPHIN PILE TABLE SE CORNER 672796.7611 634030.3633 10.00 -15.00 -52.5 63.00 0.258 24 x 0.438 ARE PRIOR TO THE INSTALLATION OF THE ENVIRONMENTAL SW CORNER 672819.8242 633984.4979 10.00 -14.00 -51.50 62.00 0.232 24 x 0.438 CANAL CAP. CARROLL STREET NW CORNER 672405.9357 633780.6750 10.00 -17.44 -50.00 60.00 0.233 28 x 0.750 3. DOLPHIN DONUT FENDER SHALL BE MANUFACTURED AND INSTALLED IN ACCORDANCE WITH ITEM 593.01000001. NE CORNER 672383.7667 633824.0070 10.00 -15.68 -48.24 59.00 0.172 28 x 0.750 SE CORNER 672336.8323 633820.8534 10.00 -15.75 -48.31 59.00 0.220 28 x 0.750 4. REMOVE EXISTING TIMBER PILE CLUSTER DOLPHINS IN SW CORNER 672325.9616 633775.6752 10.00 -16.91 -49.47 60.00 0.205 28 x 0.750 ACCORDANCE WITH ITEM 202.83120010. THE CONTRACTOR IS ALERTED TO THE FACT THAT IF THE EXISTING TIMBER PILES N ARE NOT COMPLETELY REMOVED, THEY MAY INTERFERE PILE STOP 24" x 0.438" (2-24026-0) WITH THE PIER PROTECTION SYSTEM DURING 28" x 0.750" (2-24027-0) TOP OF PILE INSTALLATION. STEEL PIPE PILE EL. 10.00 ITEM 551.89010010 33" DIA. 1" PLATE 33" DIA. 1" PLATE 5. THE CONTRACTORS ATTENTION IS BROUGHT TO THE ITEM 564.510001 POSSIBILITY OF SUBMARINE CABLES IN THE VICINITY OF THE DONUT FENDER ITEM 564.510001 ITEM 593.01000001 EXISTING DOLPHIN LOCATIONS. THE CONTRACTOR MUST VERIFY THE LOCATION OF THE UTILITIES PRIOR TO 24" x 0.438" (2-24026-0) REMOVAL OF THE PILES. (TYP.) MHW EL. 1.96 5/16" 28" x 0.750" (2-24027-0) STEEL PIPE PILE TIDAL RANGE 4.53 FT ITEM 551.89010010 1'-0" MIN. MLW EL. -2.57 EXISTING FENDER SYSTEM TO REMAIN DONUT PROPOSED PIPE (TYP.) FENDER 24" x 0.438" (2-24026-0) 5/16" PILE WALL 28" x 0.750" (2-24027-0) STEEL PIPE PILE STEEL PIPE PILE PLAN SECTION ITEM 551.89010010 MUDLINE ELEVATION VARIES PILE STOP DETAIL CARROLL STREET DOLPHIN PLAN SEE MONOPILE SCALE: 1/2" = 1'-0" (SW CORNER SHOWN) DOLPHIN TABLE 70" (TYPICAL ALL FOUR DOLPHINS) NOM DIAMETER SCALE: 1" = 10'-0" PILE STOP LIFTING EYE (2) EA. END N

ELASTOMER SKIN EXISTING FENDER COLOR: BLACK SYSTEM TO REMAIN VARIES PROPOSED PIPE CLOSED CELL PILE WALL FLEXIBLE FOAM NOM FREEBOARD MHW EL. 1.96 FACE OF PIER NOM OA HEIGHT NOM FLAT HEIGHT

DONUT FENDER STEEL CORE 100% SUBMISSION TIP OF PILE SEE 1'-0" MIN. MONOPILE DOLPHIN TABLE STEEL PIPE PILE

UHMW UNION STREET DOLPHIN PLAN ELEVATION BEARING PAD SCALE: 1" = 10'-0" (SE CORNER SHOWN) (TYP.) CITY OF NEW YORK (TYPICAL ALL FOUR DOLPHINS) DEPARTMENT OF TRANSPORTATION SCALE: 1" = 10'-0" DIVISION OF BRIDGES PREPARED BY: GREENMAN-PEDERSEN, INC. ALTERED BY: DONUT FENDER DETAIL NYS P.I.N. NO. FED. AID PROJ. NO. SCALE: 3/16" = 1'-0" NYC P.I.N. NO.

CONTRACT NO. CD NO.

FINAL DESIGN FOR THE STABILITY DURING DREDGING FOR THE UNION ST AND CARROLL ST BRIDGES OVER GOWANUS CANAL FENDER SYSTEM BOROUGH OF BROOKLYN B.I.N. Greenman-Pedersen, Inc. PREPARED BY: 0 1 2 3 4 NOT FOR CONSTRUCTION Engineering and Construction Services IN CHARGE J. STERN DRAFTER D. CASILLAS DOLPHIN PLAN, SECTION AND 325 West Main Street, Babylon, NY 11702 Tel: (631) 587-5060 Fax: (631) 422-3479 DESIGNER G. CODISPOTI CHECKER J. STERN ORIGINAL SIZE IN INCHES DETAILS IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR DWG. NO. SCALE DATE SHEET NO. LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. F-1 AS NOTED FEB 2020 20 SHEET TOTAL NO. SHEETS WORK ZONE TRAFFIC CONTROL NOTES 21 26

1. ALL WORK ZONE TRAFFIC CONTROL PROCEDURES, DEVICES, SIGNS 10. ALL CONSTRUCTION SIGNS OR ANY OTHER ITEM USED SHALL EACH 22. THE WORK ZONE TRAFFIC CONTROL SCHEMES SHOWN ON THE AND SIGN MOUNTINGS SHALL CONFORM TO THE 2009 NATIONAL HAVE AN IDENTIFICATION TEXT PLACED ON THE BACK OF THE SIGN CONTRACT PLANS DESCRIBE THE MINIMUM METHODS AND CONTROL MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D) AND TO UNOBSTRUCTED BY THE SIGN SUPPORT, IN WHICH IT WILL IDENTIFY DEVICES NECESSARY FOR RECONSTRUCTION WORKS OF THE T H E 2 0 1 0 N Y S S U P P L E ME N T T O T H E N A T I O N A L M . U . T . C . D . THE CONTRACT, THE CONTRACTOR AND THE CONTRACTING DIVISION. BRIDGES PROJECT. THE ENGINEER MAY ORDER ADDITIONAL DEVICES THE TEXT SHALL BE IN ACCORDANCE WITH THE SPECIAL PROVISION AND/OR METHODS TO MEET THE FIELD CONDITIONS AND ASSURE 2. THE STAGED LANE CLOSURES SHOWN IN THE WORK ZONE TRAFFIC "CONSTRUCTION SIGNS" CONTAINED IN THE SPECIFICATION BOOK. SAFETY TO THE TRAVELING PEDESTRIAN AND VEHICULAR TRAFFIC. CONTROL PLANS SHALL BE PERMITTED ONLY AFTER ALL SHOP NO ADDITIONAL PAYMENT WILL BE MADE FOR ADDITIONAL DEVICES DRAWINGS REQUIRED TO COMPLETE THE CONTRACT WORK IN THE 11. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE FLAGGERS AND SO ORDERED. CLOSED PORTION ARE SUBMITTED BY THE CONTRACTOR AND TRAFFIC AGENTS (WHEN REQUIRED) FOR POSITIVE AND SAFE APPROVED BY THE ENGINEER. THIS REQUIREMENT MAY BE WAIVED GUIDANCE OF VEHICULAR AS WELL AS PEDESTRIAN TRAFFIC DURING 23. PRIOR TO THE START OF WORK, THE CONTRACTOR MUST SUBMIT BY THE DIRECTOR OF BRIDGE CONSTRUCTION WHEN IT IS THE PERIOD OF CONSTRUCTION OPERATIONS. ANY PROPOSED CHANGES TO THE TRAFFIC CONTROL PLAN TO THE DETERMINED THE APPROVAL OF CERTAIN SHOP DRAWINGS WILL NOT ENGINEER FOR APPROVAL. ANY CHANGE WHICH ALTERS THE BASIC AFFECT THE TIMELY REOPENING OF THIS PORTION OF THE 12. EXISTING TRAFFIC SIGNS WITHIN THE WORK ZONE WHICH BECOME CONCEPT OF THE PLAN MUST BE APPROVED BY THE NYCDOT. STRUCTURE. SHOP DRAWINGS HAVING DIMENSIONS REQUIRING FIELD INAPPROPRIATE OR CONFUSING BECAUSE OF CONSTRUCTION VERIFICATION WHICH CANNOT BE OBTAINED UNTIL DEMOLITION, WILL PHASING, SHALL BE COVERED WITH AN OPAQUE MATERIAL. 24. ACCESS TO AND FROM THE WORK ZONE SHALL CONFORM TO THOSE BE STAMPED" APPROVED AS NOTED" BY THE ENGINEER. DESCRIBED IN THE CONTRACT DRAWINGS OR APPROVED BY THE 13. THE CONTRACTOR WILL BE REQUIRED TO REPAIR OR REPLACE ANY ENGINEER. WHERE NECESSARY OR AS REQUIRED BY THE ENGINEER, 3. ALL SIGNS AND BARRICADES MUST ALSO CONFORM TO STANDARDS WORK ZONE TRAFFIC COMPONENT, CALLED FOR IN THE PLANS, THE CONTRACTOR SHALL UTILIZE FLAGGERS AT WORKER'S SPECIFIED IN THE NYC BUREAU OF TRAFFIC OPERATIONS WHICH IS DAMAGED DURING THE LIFE OF CONTRACT AT NO ENTRANCE TO WORK AREA AND LOCATIONS SPECIFIED IN THE "REGULATION MANUAL ON TEMPORARY TRAFFIC CONTROL BY ADDITIONAL COST TO THE CITY. CONSTRUCTION STAGE DRAWINGS. STREET BARRICADES AND CHANNELIZATION". 14. THE WORK ZONE TRAFFIC CONTROL SCHEMES ARE TO PROTECT THE 25. IN ADDITION TO THE SIGNING REQUIRED IN THE MANUAL OF UNIFORM 4. SIGNS ARE TO BE DISPLAYED ONLY DURING THE TIME THE TEXT TRAVELING PUBLIC. THE CONTRACTOR IS RESPONSIBLE FOR THE TRAFFIC CONTROL DEVICES, THE CONTRACTOR SHALL USE A APPLIES. ALL APPROPRIATE SIGNS MUST BE COMPLETELY IN PLACE SAFETY AND PROTECTION OF THE WORKMEN. FLASHING ARROW BOARD, INCLUDED UNDER ITEM 619.01. TO BE AND ON DISPLAY BEFORE A PARTICULAR STAGE OF WORK POSITIONED AT THE BEGINNING OF THE TAPER FOR ALL MAINLINE COMMENCES. CONSTRUCTION SIGNS HAVING CENTER HINGES SIGN 15. THE CONTRACTOR IS RESPONSIBLE FOR CLEANING OF THE ROADWAY TRAVEL LANE CLOSINGS AND/OR LANE SHIFTS. PANEL OR HAVING FOLDING PORTABLE SIGN SUPPORTS SHALL BE WITHIN THE PROJECT LIMITS, AS REQUESTED BY THE ENGINEER, UP FOLDED DOWN WHEN THE WORK THEY PERTAIN TO IS NOT IN TO THE FINAL ACCEPTANCE OF THE PROJECT. 26. THE LOCATION OF CONSTRUCTION STAGING AREA MUST BE PROGRESS. OTHER CONSTRUCTION SIGNS WHICH OTHERWISE CAN APPROVED BY THE ENGINEER IN CHARGE. NOT BE FOLDED DOWN SHALL BE REMOVED. THE COVERING OF 16. THE CONTRACTOR SHALL RESTORE ALL PAVEMENT, CONCRETE AND SIGNS SHALL CONFORM TO THE REQUIREMENTS OF THE SECTION GRADED AREAS DISTURBED BY THE INSTALLATION AND REMOVAL OF 27. PEDESTRIAN ACCESS FOR LOCAL BUSINESSES AND RESIDENCES 645-2.02 AND 645-3.17 OF THE NYSDOT STANDARD SPECIFICATIONS. TRAFFIC CONTROL DEVICES SUCH AS CONCRETE BARRIERS, ETC., SHALL BE KEPT ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION. THE AFFECTED AREAS SHALL BE RESTORED TO THEIR ORIGINAL 5. ALL CONSTRUCTION SIGNS SHALL HAVE AN ORANGE BACKGROUND CONDITION AND APPROVED BY THE ENGINEER. 28. THE WORK ZONE TRAFFIC CONTROL DURING CONSTRUCTION WILL BE AND BLACK LETTERS AND BORDERS (REFLECTORIZED IF USED AT INCLUDED UNDER THE FOLLOWING ITEMS, RESPECTIVELY: NIGHT). CORNER OF SIGNS SHALL NOT BE CUT. THE CONTRACTOR 17. IMMEDIATELY AFTER THE AWARD OF THE CONTRACT AND PRIOR TO SHALL IDENTIFY ALL CONSTRUCTION SIGNS WITH "CONTRACTOR'S COMMENCEMENT OF WORK, THE CONTRACTOR SHALL MAKE A DESCRIPTION ITEM NUMBER NAME, CONTRACT NO., NYCDOT" WRITTEN AT THE BACK OF THE SIGN. WRITTEN REQUEST TO NYCDOT AT SEVENTH FLOOR, 55 WATER BASIC WORK ZONE TRAFFIC CONTROL 619.01 THE LETTERS SHALL BE 3 INCHES HIGH. THE CONTRACTOR IS TO STREET, NEW YORK,N.Y. 10041 TO ARRANGE A MEETING BETWEEN TYPE III CONSTRUCTION BARRICADE 619.04 SUBMIT THE TEXT AND SIZE OF CONSTRUCTION SIGNS TO THE E.I.C. THE CONTRACTOR AND ALL CITY, PUBLIC AND PRIVATE AGENCIES BEFORE FABRICATION. AND OTHER INTERESTED PARTIES, TO DISCUSS THE DETAILS OF THE MAINTENANCE AND PROTECTION OF TRAFFIC REQUIREMENTS. THE 29. THE CONTRACTOR SHALL SUBMIT FOR THE ENGINEER'S APPROVAL 6. THE EDGE OF GROUND MOUNTED CONSTRUCTION SIGNS SHALL BE A MEETING SHALL TAKE PLACE A MINIMUM OF 20 DAYS PRIOR TO THE SHOP DRAWINGS OF ALL NON-STANDARD CONSTRUCTION SIGNS. MINIMUM OF 2 FEET AWAY FROM THE TRAVELED ROADWAY WITH THE START OF WORK. INFORMATION TO BE INCLUDED IN SUBMITTAL SHALL BE TEXT BOTTOM OF SIGNS A MINIMUM OF 7 FEET ABOVE THE PAVEMENT. LAYOUT, PANEL SIZE, AND LETTER SIZE, SERIES AND SPACING. 18. THE CONTRACTOR MUST NOTIFY THE ENGINEER, THE NEW YORK CITY 7. TEMPORARY SIGNS SHALL NOT BE PLACED AT ANY LOCATION WHERE DEPARTMENT OF TRANSPORTATION, MR. JOE NOTO (212-839-9621), 30. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN WORK ZONE THEY ARE OBSCURED BY TEMPORARY OR PERMANENT OBJECTS. OFFICE OF CONSTRUCTION MITIGATION AND COORDINATION - (OCMC), ACCESS AT LOCATIONS WHICH DO NOT IMPACT BRIDGE TRAFFIC. THE NEW YORK CITY FIRE DEPARTMENT, OPERATIONS DIVISION, AND 8. THE PLANS SHOW SCHEMATICALLY THE POSITION OF THE THE NEW YORK CITY POLICE DEPARTMENT OF ALL DETOURS, 31. THIRTY (30) DAYS PRIOR TO REDUCING THE ROADWAY WIDTH, THE TEMPORARY CONSTRUCTION ITEMS. FIELD CONDITIONS MAY VARY PROPOSED STREET CLOSING, OR ANY WORK THAT MIGHT AFFECT CONTRACTOR MUST SUBMIT IN WRITING TO THE NYPD TRAFFIC THE CONFIGURATION SOMEWHAT. THE ACTUAL POSITION OF ANY THE MOBILITY OR ACCESS OF THE FIRE OR POLICE DEPARTMENTS, DIVISION DIRECTOR, A REQUEST FOR INTERSECTION AGENT TEMPORARY ITEM IS TO BE APPROVED BY THE ENGINEER. FIVE (5) WORKING DAYS IN ADVANCE OF THEIR IMPLEMENTATION. IN COVERAGE. COPIES OF SAME ARE TO BE SUBMITTED TO NYCDOT ADDITION, THE CONTRACTOR SHALL ASSURE THAT HYDRANTS, DIVISION OF BRIDGES, CHIEF BRIDGE OFFICER, AND THE OCMC. 9. ANY REQUIRED RELOCATION OF SIGNS WILL BE AT THE POLICE CALL BOXES, AND FIRE ALARM BOXES ARE KEPT CONTRACTORS EXPENSE. OPERATIONAL AND ACCESSIBLE AT ALL TIMES. 32. THE FLAGGERS SHALL BE PROVIDED WITH REFLECTIVE VESTS AND ALL NECESSARY EQUIPMENT TO SAFELY CONDUCT TRAFFIC FLOW 19. THE CONTRACTOR SHALL CONTACT MR. KARL STRICKER, NEW YORK OPERATIONS DURING CONSTRUCTION. CITY TRANSIT AUTHORITY (718-694-3655) AND NEW YORK CITY BUREAU OF TRAFFIC OPERATIONS TEN (10) WORKING DAYS PRIOR TO 33. THE SOLE DUTY OF FLAGGERS SHALL BE TO DIRECT TRAFFIC START OF OPERATIONS TO ARRANGE THE RELOCATION OF PROPERLY AT ALL TIMES. THEY SHALL NOT BE USED TO MOVE 100% SUBMISSION TEMPORARY BUS STOPS. TEMPORARY BUS STOP SIGNS WILL BE TEMPORARY SIGNS OR ASSIST IN OTHER WORK AND SHALL BE SUPPLIED BY THE NEW YORK CITY BUREAU OF TRAFFIC OPERATIONS. POSITIONED APPROPRIATELY IN ADVANCE OF THE WORK ZONE.

20. NO EXCAVATION FOR DRAINAGE OR UTILITIES SHALL REMAIN OPEN 34. SNOW REMOVAL ON THE TRAVELED ROADWAY WITHIN PROJECT DURING NON-WORKING HOURS. ALL SUCH WORK, IF NOT LOCATED LIMITS SHALL BE THE RESPONSIBILITY OF THE CITY OF NEW YORK. BEHIND CONCRETE BARRIER, SHALL BE PLATED. HOWEVER, THE SNOW ON SIDEWALKS WITHIN THE PROJECT LIMITS EITHER ON THE BRIDGE OR APPROACHES SHALL BE REMOVED BY CITY OF NEW YORK 21. ALL WORK ZONE TRAFFIC CONTROL PLAN DEFICIENCIES SHOULD BE THE CONTRACTOR DURING THE LIFE OF THE CONTRACT. WHENEVER RECTIFIED WITHIN 24 HRS. OF OCCURRENCE BY THE CONTRACTOR. THESE SIDEWALKS ARE OPENED TO THE PUBLIC EXCEPT SIDEWALKS DEPARTMENT OF TRANSPORTATION NO ADDITIONAL PAYMENT WILL BE MADE FOR DEVICES THAT ARE ADJACENT TO PRIVATE PROPERTIES WHICH ARE THE DIVISION OF BRIDGES FOUND DEFICIENT DUE TO THE CONTRACTOR'S NEGLIGENCE. RESPONSIBILITIES OF OWNERS. PREPARED BY: GREENMAN-PEDERSEN, INC. ALTERED BY: NYS P.I.N. NO. FED. AID PROJ. NO.

NYC P.I.N. NO.

CONTRACT NO. CD NO.

FINAL DESIGN FOR THE STABILITY DURING DREDGING FOR THE UNION ST AND CARROLL ST BRIDGES OVER GOWANUS CANAL WZTC BOROUGH OF BROOKLYN B.I.N. Greenman-Pedersen, Inc. PREPARED BY: 0 1 2 3 4 NOT FOR CONSTRUCTION Engineering and Construction Services IN CHARGE J. STERN DRAFTER J. FANG WORK ZONE TRAFFIC CONTROL 325 West Main Street, Babylon, NY 11702 Tel: (631) 587-5060 Fax: (631) 422-3479 DESIGNER J. FANG CHECKER B. MCMENAMIN ORIGINAL SIZE IN INCHES NOTES SHEET 1 OF 2 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR DWG. NO. SCALE DATE SHEET NO. LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. WZTC-1 NONE FEB 2020 21 SHEET TOTAL NYCDOT OCMC SPECIAL STIPULATIONS NYCDOT OCMC SPECIAL STIPULATIONS (CONT.) NO. SHEETS 22 26 1. EMBARGOES - A CONSTRUCTION EMBARGO WILL APPLY TO THOSE 11. AUTHORIZED PARKING - PRIOR TO PERFORMING ANY WORK WHICH LOCATIONS BELOW WHICH FALL WITHIN THE HOLIDAY EMBARGO OR ANY IMPACTS AUTHORIZED PARKING, THE PERMITTEE SHALL SUBMIT IN OTHER SPECIAL EVENT EMBARGOES, SUCH AS PUBLISHED BY THE WRITING, AND COPY OCMC-STREETS, A REQUEST TO OCCUPY SPACE BUREAU OF PERMIT MANAGEMENT AND CONSTRUCTION CONTROL. CURRENTLY USED BY AUTHORIZED VEHICLES. APPROVAL MUST BE RECEIVED FROM AUTHORIZED PARKING PRIOR TO OCCUPYING THESE 2. BIKE LANES - IF WORK IS IN OR AFFECTING A BIKE LANE, THE AREAS. CONTRACTOR MUST POST ADVANCE WARNING SIGNS 350 FEET AND 200 FEET PRIOR TO THE WORK ZONE STATING "CONSTRUCTION IN BIKE LANE 12. NOTIFICATION - AT LEAST TWO (2) WORKING DAYS BEFORE THE START AHEAD PROCEED WITH CAUTION", AND ALSO POST A SIGN AT THE WORK OF CONSTRUCTION, NOTIFY THE NYC FIRE DEPT., NYC POLICE DEPT., ZONE STATING "CONSTRUCTION IN BIKE LANE PROCEED WITH CAUTION". NYCEMS, LOCAL COMMUNITY BOARD, BOROUGH PRESIDENT'S SUCH SIGN SHALL BE ORANGE, 3'x 3', DIAMOND-SHAPED WITH 4" BLACK OFFICE-CHIEF ENGINEER, NYCDOT OCMC OFFICE, AND ALL ABUTTING LETTERING. SIGNS SHALL BE POSTED IN ACCORDANCE WITH THE PROPERTY OWNERS. FEDERAL MUTCD. 13. CONSTRUCTION INFORMATIONAL SIGNS - THIS PROJECT REQUIRES A 3. BIKE SHARE STATIONS - THE PERMITTEE SHALL NOT REMOVE, CONSTRUCTION PROJECT INFORMATIONAL SIGN (CPIS) IN ACCORDANCE RELOCATE, DAMAGE OR DISRUPT THE OPERATION OF EXISTING BIKE WITH THE NYCDOT HIGHWAY RULE SECTION 2-02 (4) AND (5). CRITERIA SHARE STATIONS WITHOUT FIRST CONTACTING NYC BIKE SHARE AT AND A PROTOTYPE FOR THIS SIGN MAY BE FOUND ON THE NYCDOT 855-245-3311 FOR THEIR REQUIREMENTS PRIOR TO COMMENCING WORK. WEBSITE: WWW.NYC.GOV/HTML/DOT/DOWNLOADS/PDF/DOT_CPIS_DIRECTIONS.PDF 4. BUS STOPS - THE PERMITTEE SHALL PROVIDE WRITTEN NOTICE TO NYC DOT OCMC AND NYCT A MINIMUM OF FIVE (5) WEEKS IN ADVANCE FOR 14. ENHANCED MITIGATION: LANE/STREET CLOSURES THAT AFFECT BUS ROUTES/BUS STOPS. A. NYPD TRAFFIC AGENTS 5. STREET LIGHTS/TRAFFIC SIGNALS - THE PERMITTEE SHALL NOT REMOVE OR RELOCATE EXISTING STREET LIGHTS OR TRAFFIC SIGNALS WITHOUT B. ENHANCED MITIGATIONS FOR PEDESTRIAN FLOW, INCLUDING METAL FIRST OBTAINING APPROVAL FROM NYCDOT STREET LIGHTING/TRAFFIC FENCING, SHALL BE PROVIDED TO ENSURE PEDESTRIANS STAY SIGNALS UNIT. WITHIN THEIR DESIGNATED PATH/ROUTE. FLAGGERS SHALL BE PROVIDED TO ASSIST WITH PEDESTRIANS AT THE DESIGNATED 6. TRAFFIC CAMERAS, DETECTION/COMMUNICATION EQUIPMENT - IF AT CROSSWALK AREAS. THESE FLAGGERS SHALL BE ASSIGNED TO THIS ANY TIME DURING THE APPROVED WORK, THE PERMITTEE ENCOUNTERS FUNCTION ONLY. TRAFFIC SURVEILLANCE CAMERAS, DETECTION EQUIPMENT OR ANY TYPE OF COMMUNICATION EQUIPMENT (WIRELESS OR HARD-WIRED) ON C. VARIABLE MESSAGE SIGNS (VMS) SHALL BE PROVIDED FOR THIS ANY NYC DOT FACILITY, THAT IS NOT INCLUDED ON THE DESIGN/BUILD PROJECT. THE LOCATIONS AND MESSAGES SHALL BE RECOMMENDED DRAWINGS, THE PERMITTEE SHALL IMMEDIATELY NOTIFY NYC DOT BY NYCDDC AND THEIR CONTRACTOR A MINIMUM OF TWO (2) WEEKS TRAFFIC MANAGEMENT BY PHONE AT 718-433-3390 OR 718-433-3340 AND PRIOR TO WORK COMMENCING, FOR OCMC REVIEW AND APPROVAL. VIA EMAIL AT [email protected] AND AWAIT DIRECTION PRIOR TO CONTINUING WORK. D. "NO STANDING ANYTIME-TEMPORARY CONSTRUCTION" SIGNS AND TEMPORARY PAVEMENT MARKINGS SHALL BE INSTALLED AND 7. METERS - THE PERMITTEE SHALL NOT REMOVE OR RELOCATE PARKING MAINTAINED AS WARRANTED BY THE MAINTENANCE AND PROTECTION METERS WITHOUT FIRST OBTAINING AN APPROVAL FROM NYCDOT OF TRAFFIC (MPT) REQUIRED TO FACILITATE TRAFFIC MOVEMENTS PARKING METER DIVISION AT 718-894-8651. THROUGH THE WORK ZONE. ALL TEMPORARY SIGNS AND PAVEMENT MARKINGS SHALL BE REMOVED UPON COMPLETION OF THE PROJECT. 8. TEST PITS - THE BELOW TRAFFIC STIPULATIONS DO NOT APPLY TO TEST PIT WORK RELATED TO THIS CONTRACT. WORK HOURS AND OTHER E. COMMUNITY OUTREACH SHALL BE PROVIDED FOR THE DURATION OF REQUIREMENTS FOR TEST PIT OPERATIONS MAY DIFFER FROM THE THE PROJECT. STIPULATIONS IDENTIFIED BELOW. THE PERMITTEE SHALL BE REQUIRED TO OBTAIN SEPARATE PERMITS RELATED TO TEST PITS.

9. ACCESS TO ABUTTING PROPERTIES - THE PERMITTEE SHALL COORDINATE ALL ACTIVITIES WITH ABUTTING PROPERTY OWNERS TO ENSURE ACCESS IS PROVIDED TO/FROM ENTRANCES/DRIVEWAYS AT ALL TIMES.

10. TEMPORARY PARKING REGULATIONS/PAVEMENT MARKINGS - THE PERMITTEE IS REQUIRED TO INSTALL, MAINTAIN AND REMOVE ALL NECESSARY TEMPORARY PARKING AND REGULATORY SIGNS AND PAVEMENT MARKINGS, AND RESTORE THEIR ORIGINAL CONDITION PER NYC DOT STANDARDS, PRIOR TO EXPIRATION OF THEIR PERMITS. THE PERMITTEE OR AGENCY PERFORMING PUBLIC OUTREACH SHALL POST AND MAINTAIN ADVISORY SIGNS A MINIMUM OF 48 HOURS PRIOR TO CHANGING EXISTING PARKING REGULATION SIGNS TO APPROVED 100% SUBMISSION TEMPORARY CONSTRUCTION PARKING REGULATION SIGNS. THE ADVISORY SIGNS SHOULD BE POSTED ON ALL POLES AND DRIVE RAILS ON THE SEGMENT AFFECTED, INDICATING THE DATE OF THE CHANGE, THE NEW REGULATIONS AND A TELEPHONE NUMBER TO OBTAIN MORE INFORMATION.

CITY OF NEW YORK DEPARTMENT OF TRANSPORTATION DIVISION OF BRIDGES PREPARED BY: GREENMAN-PEDERSEN, INC. ALTERED BY: NYS P.I.N. NO. FED. AID PROJ. NO.

NYC P.I.N. NO.

CONTRACT NO. CD NO.

UNION STREET UNION STREET UNION STREET 23 26

M4-9aR M4-9R N

M4-9x M4-9R M4-9aR

M4-8a M4-9x M4-9ax M4-9ax

M4-9x SCHOOL M4-9aL

M4-9ax M4-9ax M4-9ax

M4-9ax

STOP PRESIDENT STREET PRESIDENT STREET M4-9x

M4-9x R11-4 MOD M4-10L

M4-9ax

NEVINS STREET R9-9 MOD R9-9 MOD M4-9aL M4-9aR M4-8a BOND STREET R9-9

R9-9

TYPE III MAINTAIN ACCESS MAINTAIN ACCESS FOR BREAKAWAY STOP FOR LOCAL TRAFFIC W20-3 BARRICADES 100 FT 100 FT LOCAL TRAFFIC, AND TYPE III FDNY PARKING LOT BREAKAWAY BARRICADES

STOP STOP CARROLL STREET CARROLL STREET CARROLL STREET

M4-9L TYPE III R11-2B R9-9 BREAKAWAY TYPE III MOD BREAKAWAY

100 FT 100 BARRICADES M4-9aL BARRICADES R11-4 MOD

W20-2 100% SUBMISSION R11-2B R9-9 WORK ZONE TRAFFIC CONTROL LEGEND W20-3 R9-9 W20-2 100 FT 100 SYMBOL DESCRIPTION ITEM NO.

WORK ZONE CITY OF NEW YORK BOND STREET DEPARTMENT OF TRANSPORTATION TEMPORARY TRAFFIC SIGNS ON POST(S) 619.01 DIVISION OF BRIDGES

PREPARED BY: GREENMAN-PEDERSEN, INC. ALTERED BY: TYPE III CONSTRUCTION BARRICADE 619.04 NYS P.I.N. NO. FED. AID PROJ. NO. NYC P.I.N. NO.

DIRECTION OF TRAFFIC - CONTRACT NO. CD NO. FINAL DESIGN FOR THE STABILITY DURING DREDGING FOR THE UNION ST AND CARROLL ST BRIDGES OVER GOWANUS CANAL DIRECTION OF TRAVEL (DURING CONSTRUCTION) - WZTC BOROUGH OF BROOKLYN B.I.N. 2-24026-0 Greenman-Pedersen, Inc. PREPARED BY: 0 1 2 3 4 WORK ZONE TRAFFIC CONTROL NOT FOR CONSTRUCTION Engineering and Construction Services IN CHARGE J. STERN DRAFTER J. FANG 325 West Main Street, Babylon, NY 11702 AND DETOUR PLAN AT Tel: (631) 587-5060 Fax: (631) 422-3479 DESIGNER J. FANG CHECKER B. MCMENAMIN ORIGINAL SIZE IN INCHES IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND CARROLL ST SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR DWG. NO. SCALE DATE SHEET NO. LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. WZTC-3 1" = 100'-0" FEB 2020 23 SHEET TOTAL NO. SHEETS 24 26

M4-9x

M4-9ax BALTIC STREET BALTIC STREET BOND STREET M4-9aR NEVINS STREET M4-9R M4-9ax

SACKETT STREET SACKETT STREET SACKETT STREET R9-9 M4-9R NEVINS STREET M4-9L M4-9aL M4-9aR R9-9 MOD M4-9x

M4-9aL BOND STREET W20-3 TYPE III TYPE III BREAKAWAY BREAKAWAY BARRICADES R11-2B BARRICADES M4-10L R9-9 BUTLER STREET BUTLER STREET TYPE III BOND STREET MPH BREAKAWAY 20 BARRICADES 100 FT 100 FT

UNION STREET UNION STREET UNION STREET

TYPE III R9-9 MOD M4-9x M4-9L BREAKAWAY M4-9aR M4-8a NEVINS STREET BARRICADES R11-2B R11-2B 100 FT

M4-9x R9-9 DOUGLASS STREET SCHOOL MAINTAIN ACCESS FOR DOUGLASS STREET MAINTAIN ACCESS FOR LOCAL PEDESTRIANS LOCAL PEDESTRIANS M4-9ax R9-9 M4-9ax M4-9ax 100 FT W20-2

PRESIDENT STREET STOP PRESIDENT STREET

M4-9x NEVINS STREET

M4-9aR M4-9ax M4-9aR BOND STREET

DEGRAW STREET DEGRAW STREET DEGRAW STREET W20-2 W20-3 STOP BOND STREET

STOP CARROLL STREET STOP CARROLL STREET CARROLL STREET

M4-9ax

BOND STREET

1ST STREET STOP WORK ZONE TRAFFIC CONTROL LEGEND 100% SUBMISSION N SYMBOL DESCRIPTION ITEM NO. WORK ZONE

TEMPORARY TRAFFIC SIGNS ON POST(S) 619.01 CITY OF NEW YORK DEPARTMENT OF TRANSPORTATION TYPE III CONSTRUCTION BARRICADE 619.04 DIVISION OF BRIDGES PREPARED BY: GREENMAN-PEDERSEN, INC. ALTERED BY: NYS P.I.N. NO. FED. AID PROJ. NO. DIRECTION OF TRAFFIC - NYC P.I.N. NO.

CONTRACT NO. CD NO. DIRECTION OF TRAVEL (DURING CONSTRUCTION) - FINAL DESIGN FOR THE STABILITY DURING DREDGING FOR THE UNION ST AND CARROLL ST BRIDGES OVER GOWANUS CANAL WZTC BOROUGH OF BROOKLYN B.I.N. Greenman-Pedersen, Inc. PREPARED BY: 0 1 2 3 4 NOT FOR CONSTRUCTION Engineering and Construction Services IN CHARGE J. STERN DRAFTER J. FANG WORK ZONE TRAFFIC CONTROL 325 West Main Street, Babylon, NY 11702 Tel: (631) 587-5060 Fax: (631) 422-3479 DESIGNER J. FANG CHECKER B. MCMENAMIN ORIGINAL SIZE IN INCHES AND DETOUR PLAN AT UNION ST IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR DWG. NO. SCALE DATE SHEET NO. LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. WZTC-4 1" = 200'-0" FEB 2020 24 SHEET TOTAL NOTES: NO. SHEETS 25 26 1. THE DETAILS AND MATERIALS FOR TYPE III CONSTRUCTION BARRICADES ARE SUGGESTED DESIGNS. IN THE EVENT THE CONTRACTOR ELECTS TO SUBSTITUTE ANY MATERIAL NOT LISTED IN THE SPECIFICATIONS, HE SHALL SUBMIT EVIDENCE ACCEPTABLE TO THE DEPARTMENT THAT BARRICADES FABRICATED OF THIS MATERIAL ARE FRANGIBLE. IF HE ELECTS TO USE AN ALTERNATE DESIGN, HE SHALL PREPARE AND SUBMIT SHOP DRAWINGS. SHOP DRAWINGS FOR AN ALTERNATE DESIGN AND/OR EVIDENCE THAT SUBSTITUTE MATERIAL WILL PRODUCE FRANGIBLE BARRICADES SHALL BE SUBMITTED TO THE COMMISSIONER, DIVISION OF BRIDGES FOR APPROVAL. ALTERNATE DESIGNS OR SUBSTITUTE MATERIAL SHALL NOT BE USED PRIOR TO RECEIPT OF WRITTEN APPROVAL FROM THE COMMISSIONER, DIVISION OF BRIDGES.

2. PANELS SHALL HAVE 6" WIDE REFLECTORIZED ORANGE AND WHITE DIAGONAL STRIPES SLOPING AT AN ANGLE OF 45 DEGREES. THE STRIPES SHALL SLOPE DOWNWARD TOWARD THE SIDE ON WHICH TRAFFIC IS TO PASS. THE REFLECTIVE SHEETING, FOR THE STRIPES, SHALL CONFORM TO THE REQUIREMENTS OF SUBSECTION 730-05.01 "REFLECTIVE SHEETING (CLASS A)".

3. A FIXED FRANGIBLE PAVEMENT CONNECTION IS PREFERRED, HOWEVER, 4 SAND BAGS WEIGHING 65 +/- POUNDS EACH, MAY BE PLACED ON THE BASE MEMBERS OF TYPICAL TYPE III BARRICADE, ONE ON EACH SIDE.

CONSTRUCTION BARRICADE 4. ALUMINUM FACE PANELS FOR RAILS OR SIGNS MOUNTED ON THE BARRICADE SHALL BE .025 INCHES THICK AND CONFORM TO THE REQUIREMENTS OF THE SUBSECTION 730-01 "ALUMINUM SIGN PANELS".

5. BATTERY PACKS FOR LIGHTING CONSTRUCTION BARRICADES SHALL BE EITHER MOUNTED AT THE BOTTOM OF THE BARRICADE OR BE INTEGRAL WITH THE LIGHT AND BE MOUNTED ON TOP OF THE BARRICADE. WHEN AN INTEGRAL UNIT IS CHOSEN AND IS MOUNTED AT THE TOP OF THE BARRICADE, IT SHALL BE A DRY CELL TYPE AND WEIGH NO MORE THAN 10 LBS, INCLUDING BATTERIES. THE INTEGRAL UNITS SHALL BE FIXED TO THE BARRICADE OR RESTRAINED SO IT WILL NOT BECOME A FLYING HAZARD TO EITHER THE MOTORIST OR THE WORKERS IF THE BARRICADE IS HIT.

6. IF SIGN PANELS ARE ADDED TO THE BARRICADES REQUIRING ADDITIONAL HEIGHT, THE UPRIGHTS SHALL BE EXTENDED WITH PVC PIPE.

7. ALL PIPE SHOULD BE WHITE. WHITE FITTINGS ARE PREFERRED, BLACK MAY BE USED.

8. ALL JOINTS SHALL BE GLUED WITH A SOLVENT CEMENT COMPATIBLE WITH THE PVC PIPE CHOSEN BY THE CONTRACTOR.

9. GAUGES FOR WIRE SHALL BE THE UNITED STATES STEEL WIRE GAUGE.

10. USE TYPE "A" LOW INTENSITY FLASHING LIGHTS TO POINT HAZARDS TYPE "C" LOW INTENSITY STEADY BURNING LIGHTS FOR CHANNELIZATION.

11. DIMENSIONS ARE IN INCHES UNLESS OTHERWISE NOTED.

SUGGESTED DETAILS FOR FASTENING LIGHTS ON TOP OF BARRICADE

100% SUBMISSION

CITY OF NEW YORK DEPARTMENT OF TRANSPORTATION DIVISION OF BRIDGES PREPARED BY: GREENMAN-PEDERSEN, INC. ALTERED BY: NYS P.I.N. NO. FED. AID PROJ. NO.

NYC P.I.N. NO.

CONTRACT NO. CD NO.

BACKGROUND CHARACTERS BACKGROUND CHARACTERS 2. FOR LOCATION OF ALL CONSTRUCTION ZONE SIGNS, SEE WORK ZONE TRAFFIC CONTROL AND DETOUR DRAWING NUMBER WZTC-3.

3. ALL CONSTRUCTION ZONE SIGNS SHALL BE ON (24" x 18") (24" x 12") 1 M4-8A O B 9 R9-9 W B ORANGE BACKGROUND WITH BLACK CHARACTERS EXCEPT OTHERWISE NOTED.

4. DIMENSIONS ARE SHOWN AS WIDTH X HEIGHT.

LEGEND

R9-9 SYMBOL DESCRIPTION 2 (30" x 24") M4-9L O B (24" x 18") W B 10 MOD W WHITE OR SILVER G GREEN Y YELLOW B BLACK BL BLUE R RED 3 (30" x 24") 11 M4-9R O B (48" x 30") R11-2B W B O ORANGE REFL REFLECTORIZED NON REFL NON REFLECTORIZED NIC NOT IN CONTRACT NS NON STANDARD VMS VARIABLE MESSAGE SIGN 4 (30" x 24") M4-9x O B (60" x 30") R11-4 MOD W B 12 5. TYPE "B" FLASHING LIGHTS SHALL BE PROVIDED ON ALL TRAFFIC SIGNS THAT ARE DENOTED BY SYMBOL.

5 (30" x 24") M4-9aL O B (36" x 36") W20-2 O B 13

6 (30" x 24") M4-9aR O B (36" x 36") W20-3 O B 14

7 (30" x 24") M4-9ax O B

(30" x 12") CUSTOM O B 15 100% SUBMISSION

8 (48" x 18") M4-10L O B

(30" x 12") CUSTOM O B CITY OF NEW YORK 16 DEPARTMENT OF TRANSPORTATION DIVISION OF BRIDGES PREPARED BY: GREENMAN-PEDERSEN, INC. ALTERED BY: NYS P.I.N. NO. FED. AID PROJ. NO.

NYC P.I.N. NO. (30" x 12") CUSTOM O B 17 CONTRACT NO. CD NO. FINAL DESIGN FOR THE STABILITY DURING DREDGING FOR THE UNION ST AND CARROLL ST BRIDGES OVER GOWANUS CANAL WZTC BOROUGH OF BROOKLYN B.I.N. Greenman-Pedersen, Inc. PREPARED BY: 0 1 2 3 4 NOT FOR CONSTRUCTION Engineering and Construction Services IN CHARGE J. STERN DRAFTER J. FANG 325 West Main Street, Babylon, NY 11702 SIGN TEXT DATA TABLE Tel: (631) 587-5060 Fax: (631) 422-3479 DESIGNER J. FANG CHECKER B. MCMENAMIN ORIGINAL SIZE IN INCHES IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR DWG. NO. SCALE DATE SHEET NO. LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. WZTC-6 NONE FEB 2020 26