BUILDERS PAVEMENT PLAN: 455 BEACH 135TH STREET QUEENS, NY BEACH 136TH STREET 15.0-FT P.S. 256 QUEENS 445 BEACH 135TH STREET QUEENS, NY 11694

Transcription

1 SITE BUILDERS PAVEMET PLA: P.S. 256 QUEES 455 BEACH 35TH STREET QUEES, Y 694 Borough: Queens DOB App. o.: BLOCK: ZOIG: ADDRESS: BPP o.: 6258 LOT: 6 R2 ZOIG MAP: 3b 445 BEACH 35TH STREET QUEES, Y 694 Sheet of 7 EW YORK CITY DEPARTMET TRASPORTATIO BUILDERS PAVEMET PLA PROJECT DATA María A. Gómez, P.E., LEED A.P., Senior Director, A&E InHouse Design Stacey SpannThom, Director, Operations Support PROJECT LOCATIO MAP SCALE: SOURCE: World street basemap is provided through 's Esri ArcGIS software licensing and ArcGIS online. Sources: Esri. DeLorme, AVTEQ, USGS, Intermap, IPC, RCA. 5.FT.FT 3.FT 6.FT BEACH 36TH STREET OWER: EW YORK CITY SCHOOL COSTRUCTIO AUTHORITY PLAS PREPARED BY: MICHELE O'COOR EW YORK STATE PRESSIOAL EGIEER LIC. O COMPAY: LAGA EGIEERIG, EVIROMETAL, SURVEYIG AD LADSCAPE URE, D.P.C. ADDRESS: 2 PE PLAZA, 36 W. 3ST STREET, 8TH FLOOR CITY/STATE/ZIP: EW YORK, Y PHOE o.: (22) DOT REQUIREMET WAIVED. WAIVERS AS PER / DATE 3743 Crescent Street, Long Island City, ew York Tel Fax MEP EGIEER Avenue of the Americas, ew York, ew York 8 Tel Fax STRUCTURAL EGIEER 228 East 45th Street, ew York, ew York 7 Tel CIVIL EGIEER 36 West 3st Street, 8th Floor, ew York, ew York Tel Scandia Road, Congers, ew York 92 Tel OTES GEERAL OTES. BACKGROUD IFORMATIO TAKE FROM TOPOGRAPHICAL SURVEY FOR "Q 86 (PS 256 AEX) BOROUGH QUEES" PREPARED BY MOTROSE SURVEYIG CO., LLP., LAST DATED ELEVATIOS SHOW ARE REFERECED TO THE ORTH AMERICA VERTICAL DATUM 988 (AVD88) WHICH IS.625 FEET BELOW THE QUEES TOPOGRAPHICAL BUREAU DATUM AD. FT ABOVE MEA SEA LEVEL AT SADY HOOK, J AS ESTABLISHED BY THE U.S. COAST AD GEODETIC SURVEY. 3. THE COTRACTOR IS RESPOSIBLE FOR CREATIG ALL REQUIRED SITE LOGISTICS PLAS, AD FOR COORDIATIG SAID PLAS AD ALL REQUIRED PERMITS WITH THE EW YORK CITY FICE COSTRUCTIO MITIGATIO AD COORDIATIO (OCMC). 4. TRASVERSE EXPASIO JOITS /2 ICH WIDE SHALL BE PROVIDED AT ITERVALS MAXIMUM 2 FEET AD FILLED WITH PREFORMED BITUMIOUS CELLULAR TYPE JOIT FILLER. SCORE LIES SHALL BE EVERY 5 FEET O CETER. 5. EXPASIO JOIT WITH JOIT FILLER TO BE PROVIDED AT ITERFACE EW SIDEWALK AD ALL PROPOSED AD EXISTIG SIDEWALK FEATURES (BUILDIGS, VAULT GRATES, MAHOLES, YCT STRUCTURES,.) EXCEPT TRAFFIC SIGS. 6. COTRACTOR TO OBTAI ECESSARY DOT WORK PERMITS AD PERFORM ALL WORK I ACCORDACE WITH DOT REQUIREMETS AD STADARDS. 7. ADJUST ALL SURFACE FEATURES TO MATCH EXISTIG GRADE AS ECESSARY (EX. HYDRATS, VALVE COVERS, VAULT LIDS,.). COTRACTOR TO COORDIATE THIS WORK WITH THE APPROPRIATE UTILITY OWERS, AS REQUIRED. 8. ALL STREET SIGS SHALL BE TEMPORARILY REMOVED AD RACED I KID. 9. I ORDER TO COMPLY WITH ADA REQUIREMETS, THE COTRACTOR IS REQUIRED TO BREAK THE TRASVERSE GRADE SIDEWALKS SUCH THAT THERE SHALL BE A MIIMUM FIVE FEET WIDTH SIDEWALK WITH A TRASVERSE SLOPE OT EXCEEDIG 2% AD THE REMAIIG SIDEWALK SLOPE OT EXCEEDIG 5%. SUMMARY WORK. REMOVE EXISTIG CURB AD ISTALL EW STEEL FACED COCRETE CURB ALOG BEACH 35TH STREET AD AS IDICATED O THE PLAS. REMOVE EXISTIG CURB AD ISTALL EW COCRETE CURB ALOG BEACH 36TH STREET AS IDICATED O THE PLAS. 2. REMOVE EXISTIG COCRETE SIDEWALK AD ISTALL EW COCRETE SIDEWALK AS IDICATED ALOG BEACH 35TH STREET,, AD BEACH 36TH STREET. 3. REPAIR PAVEMET DAMAGED OR REMOVED DURIG COSTRUCTIO ALOG BEACH 35TH STREET,, AD BEACH 36TH STREET AS IDICATED I ACCORDACE WITH YC DOT STADARDS. 4. THE COTRACTOR IS TO STRIP AD RESURFACE ROADWAY AS OTED O THE PLA OR TO THE EXTETS ECESSARY AS DIRECTED BY YCDOT OR YCDOB. REPAIR OR RACE 6ICH TO 9ICH COCRETE BASE (MATCH EXISTIG, 6ICH MI.). RESURFACE WITH 3ICH DEPTH ACWC, OR AS IDICATED. YCDOT RESERVES THE RIGHT, UPO BPP ISPECTIO, TO REQUIRE THE OWER TO MILL AD RESURFACE ETIRE STREET WIDTH. LIST DRAWIGS. BPP. BUILDERS PAVEMET PLA: COVER SHEET 2. BPP2. BEACH 35TH STREET PLA & PRILE 3. BPP22. BEACH 35TH STREET PLA & PRILE 4. BPP23. PLA & PRILE 5. BPP24. BEACH 36TH STREET PLA & PRILE 6. BPP3. BUILDERS PAVEMET PLA: DETAILS 7. BPP32. BUILDERS PAVEMET PLA: DETAILS LIST STADARD YCDOT DETAILS H STEEL FACED COCRETE CURB STEEL FACIG TYPE D H SIDEWALK PEDESTRIA RAMPS H44 COCRETE CURB H45 COCRETE SIDEWALK THE LATEST REVISIOS THE AICABLE REFERECED STADARDS THAT HAVE BEE AUTHORIZED UP TO THE START ADVERTISIG SHALL BE COSIDERED AS PART THESE DOCUMETS. LIST ESTIMATED QUATITIES ew Curb 48 LI. FT. ew Sidewalk 5,22 SQ. FT. ew Roadway 6 SQ. YDS. ew Curb Cut EACH ew Pedestrian Ramps 4 EACH ew Trees 9 EACH ew CBs EACH 5.FT.FT 3.FT ZOIG LOT TREE COUT YCDPR OTES ARTICLE 45 FOR AY PERSO, ULESS HE IS ACTIG UDER THE DIRECTIO A LICESED PRESSIOAL TOTAL UMBER REQUIRED TREES STREET FROTAGE 46 LF BEACH 35TH STREET 3 LF LF BEACH 36TH STREET 6 LF ALLOWABLE DEDUCTIOS TOTAL UMBER REQUIRED TREES 8 UMBER EXISTIG TREES TO BE REMOVED 6 TOTAL UMBER PROPOSED TREES EXISTIG TREES TO BE PRESERVED 2 EW TREES TO BE PLATED OSITE 9 TREES WHERE PAYMET WILL BE MADE TO PARKS 7 TOTAL UMBER PROPOSED TREES 8 3.FT. COTRACTOR SHALL COTACT YC PARKS IF AY UDERGROUD IFRASTRUCTURE (GAS/WATER/ELECTRIC.) AFFECTS AY PROPOSED/EXISTIG TREES O SITE. PROJECT MAAGER IS AWARE THAT AY WORK DOE O OR EAR A CITY TREE REQUIRES A PERMIT FROM YC PARKS. THIS ICLUDES UTILITY, SIDEWALK, PRUIG OR AY OTHER WORK WITHI THE DRIPLIE A TREE (WITHI THE RIGHT WAY) DOE BY THE GEERAL COTRACTOR OR AY SUBCOTRACTORS. THE COTRACTOR WILL FOLLOW YC PARKS PLATIG AD FORESTRY SPECIFICATIOS. UTILITIES MAY OT BE LABELED. IF UKOW, THE PROJECT MAAGER MUST AMED PLAS WITH YC PARKS I THE FUTURE. 2. ALL PIT SIZES IDICATED ARE TO BE FULLY EXCAVATED TO THE DIMESIOS LABELED AD RACED WITH EW TOPSOIL TO YC PARKS STADARDS. 3. REFER TO YCDPR AICATIO O OVERALL PLA SCALE " = 3' P.S. 256 QUEES 445 BEACH 35TH STREET QUEES, Y 694 BLOCK 6258, LOT 6 BEACH 35TH STREET ISPECTIO/FIAL SIGF E FT.FT. THE COTRACTOR IS RESPOSIBLE TO PROCURE OR PROVIDE ALL ITEMS ECESSARY FOR FIAL YCDOB/YCDOT SIGF, ICLUDIG BUT OT LIMITED TO: YCDOT ISPECTIO AD SIGF FIAL ASBUILT SURVEY COCRETE CORE TESTS AD COTROLLED ISPECTIO SIGED AD SEALED BY A P.E. OR R.A., ACCOMPAIED BY BPP (EGIEER'S ISPECTIO AFFIDAVIT) 7.FT 4.FT GEERAL REQUIREMETS. ALL DESIGS, MATERIALS, COSTRUCTIO METHODS AD WORKMASHIP SHALL COMPLY WITH THE FOLLOWIG PUBLICATIOS THE BUREAU HIGHWAYS: STADARD SPECIFICATIOS, STADARD DETAILS COSTRUCTIO; RULES THE BUREAU HIGHWAY OPERATIOS; GUIDELIES FOR THE DESIG IFRASTRUCTURE COMPOETS. 2. ALL O STADARD MATERIALS AD COSTRUCTIO PROCEDURES SHALL BE SPECIFICALLY APPROVED I WRITIG BY THE DOT. 3. AY WORK OT COMPLYIG WITH THE REQUIREMETS THE DOT SHALL BE REMOVED AD RACED. 4. THIS PLA SHALL BE VALID FOR THE ISSUACE COSTRUCTIO PERMITS FOR A PERIOD OE YEAR FROM THE DATE APPROVAL OR SELFCERTIFICATIO, AS AICABLE. 5. ALL SIDEWALK AD STREET AREAS COSTRUCTED UDER THIS PLA SHALL REMAI OPE TO THE PUBLIC AT ALL TIMES. ISSUACE PERMITS 6. O SIDEWALK, CURB OR ROADWAY WORK SHALL BE DOE WITHOUT A PERMIT FROM THE BOROUGH HIGHWAY SUPERITEDET. AICATIO SHALL BE MADE THREE DAYS BEFORE STARTIG COSTRUCTIO. THE COTRACTOR SHALL HAVE ALL REQUIRED ISURACE COVERAGE O FILE. 7. O WORK O DRAIAGE STRUCTURES SHALL BE DOE WITHOUT A PERMIT FROM THE BOROUGH FICE THE DEPARTMET EVIROMETAL PROTECTIO. 8. AY VAULT WORK AT THE SITE SHALL BE DOE AS PER THE AICABLE RULES THE DOT AD THE DEPT. BUILDIGS. COSTRUCTIO ACTIVITY 9. A COSTRUCTIO PLA SHOWIG MAITEACE AD PROTECTIO TRAFFIC, ICLUDIG PLACEMET SIDEWALK BRIDGES, BARRIERS AD SIGAGE, SHALL BE SUBMITTED TO THE BOROUGH HIGHWAY FICE BEFORE COSTRUCTIO BEGIS.. O SIDEWALK SHALL BE CLOSED WITHOUT A PERMIT. PEDESTRIA AD TRAFFIC SAFETY SHALL BE PROTECTED AT ALL TIMES. ROADWAY CLOSIGS SHALL BE AS DIRECTED.. THE SITE SHALL BE MAITAIED I A CLEA AD SAFE CODITIO. FIAL SIGF 2. PERMITS SHALL BE PRESETED FROM ALL PUBLIC AGECIES AD UTILITIES HAVIG OWERSHIP STRUCTURES RELOCATED OR REMOVED DURIG COSTRUCTIO. 3. ALL PAVEMET MARKIGS ICLUDIG THERMOPLASTIC LAE DIVIDERS, REMOVED DURIG COSTRUCTIO SHALL BE RACED I KID TO THE BUREAU TRAFFIC STADARDS. 4. ALL EXISTIG CATCH BASIS O SITE SHALL BE CLEAED AD MADE OPERABLE. 5. ALL DAMAGE CAUSED BY COSTRUCTIO O THIS PROJECT OUTSIDE THE PROJECT LIMITS SHALL BE REPAIRED AS DIRECTED. 6. THE ROADWAY SHALL BE PAVED TO THE REQUIREMETS THE DOT AD AS DIRECTED. DOT APPROVAL PROPOSED AD EXISTIG WORK SHOW HERE REVIEWED FOR COMPLIACE WITH ALL AICABLE RULES AD REQUIREMETS BY: DEPARTMET TRASPORTATIO PLA EXAMIER APPROVAL FOR ISSUACE WORK PERMITS GRATED BY: [BSCA STICKER] DATE / / 4649 RACEMET BUILDIG 445 BEACH 35TH STREET, QUEES, Y 694 IT IS A VIOLATIO THE STATE EDUCATIO LAW SECTIO 729 (2) FOR AY PERSO TO ALTE ITEM I AY WAY ULESS SUCH PERSO IS ACTIG UDER THE DIRECTIO A LICESED PRESSIOAL EGIEER, AD THE EGIEER STAMPS SUCH CHAGES 9/2/27 BID SET o. Date Revision BEACH 36TH STREET BEACH 35TH STREET AREA WORK Q86 BUILDERS PAVEMET PLA: COVER SHEET 9/2/7 255 BPP. 22 Filename: \\langan.com\data\yc\data2\7462\cadd Data 7462\SheetFiles\SiteCivil\BPP. Builders Pavement Plan.dwg 9/9/27 Time: 4:5 User: cfairfield Style Table:.stb Layout: BPP.

2 DOB App. o.: Sheet 2 of 7 BPP o.: (6.3).FT TC: (6) 3.FT BC: (5.76) 6.4 TC: 6.22 BC: 5.89 PROVIDE EXPASIO JOIT EVERY 2FT MI. AD ALOG 6.26 TC: 8 BC: (5.75) 6.4 4FT TC: 5.96 BC: (5.63) FT FT 6.2 TC: 5.94 BC: (5.6) EXISTIG STREET SIG TO REMAI TC: 5.8 BC: (5.48) (SEE BPP22) MATCH LIE 8.5 GEERAL OTES. BACKGROUD IFORMATIO TAKE FROM TOPOGRAPHICAL SURVEY FOR "Q 86 (PS 256 AEX) BOROUGH QUEES" PREPARED BY MOTROSE SURVEYIG CO., LLP., LAST DATED ELEVATIOS SHOW ARE REFERECED TO THE ORTH AMERICA VERTICAL DATUM 988 (AVD88) WHICH IS.625 FEET BELOW THE QUEES TOPOGRAPHICAL BUREAU DATUM AD. FT ABOVE MEA SEA LEVEL AT SADY HOOK, J AS ESTABLISHED BY THE U.S. COAST AD GEODETIC SURVEY. 3. ALL TREES AD TREE PITS TO BE ISTALLED PER LATEST YCDPR STADARDS. 4. ADJUST ALL SURFACE FEATURES TO MATCH EXISTIG GRADE AS ECESSARY (HYDRATS, VALVE COVERS, VAULT LIDS,.). COTRACTOR TO COORDIATE WORK WITH THE APPROPRIATE UTILITY OWERS, AS REQUIRED. LEGED María A. Gómez, P.E., LEED A.P., Senior Director, A&E InHouse Design Stacey SpannThom, Director, Operations Support 3743 Crescent Street, Long Island City, ew York Tel Fax MEP EGIEER Avenue of the Americas, ew York, ew York 8 Tel Fax STRUCTURAL EGIEER 228 East 45th Street, ew York, ew York 7 Tel CIVIL EGIEER 36 West 3st Street, 8th Floor, ew York, ew York Tel Scandia Road, Congers, ew York 92 Tel APPROXIMATE LIMIT EXISTIG UTILITY POLE AD OVERHEAD WIRES TO REMAI. PROTECT DURIG COSTRUCTIO, TYP. RACE EXISTIG COCRETE SIDEWALK WITH 4I COCRETE SIDEWALK PER LATEST YCDOT STADARD DETAIL #H45, TYPE I. BEACH 35TH STREET CLEA EXISTIG CATCH BASI TO REMAI. PROTECT DURIG COSTRUCTIO. EXISTIG STREET ISTALL STREET TREE I FT x FT PIT POSTCOSTRUCTIO SIG TO REMAI PER LATEST YCDPR STADARDS, TYP EXISTIG FIRE HYDRAT AD FEDERS TO REMAI. PROTECT DURIG COSTRUCTIO. REPAIR SPEED BUMP TO ORIGIAL CODITIOS FT WIDE PERVIOUS COCRETE PAVER STRIP, TYP. RACE EXISTIG CURB WITH STEEL FACED COCRETE CURB PER LATEST YCDOT DETAIL #H. CURB LIE EW STREET TREE I FT x FT PIT FT PERVIOUS PAVER STRIP (MIIMUM 3FT) IT IS A VIOLATIO THE STATE EDUCATIO LAW SECTIO 729 (2) FOR AY PERSO TO ALTE ITEM I AY WAY ULESS SUCH PERSO IS ACTIG UDER THE DIRECTIO A LICESED PRESSIOAL EGIEER, AD THE EGIEER STAMPS SUCH CHAGES SPOT ELEVATIO SPOT ELEVATIO TO MATCH EXISTIG BEACH 35TH STREET PLA SCALE: " = ' TOP CURB ELEVATIO / BOTTOM CURB ELEVATIO 9/2/27 BID SET o. Date Revision MATCH LIE (SEE BPP22) BEACH 36TH STREET EBC PBC EXISTIG CURB REVEAL (I.) PROPOSED CURB REVEAL (I.) EXISTIG SIDEWALK XSLOPE (%) PROPOSED SIDEWALK XSLOPE (%) EXISTIG ROAD XSLOPE (%) PROPOSED ROAD XSLOPE (%) % 2.42% 3.23% 2.42% 3.33%.92% 2.2%.% 2.42%.75%.75%.75%.75%.75% 2.69% 2.5% 2.6% 2.2% 2.5%.67% 2.2%.73%.73% %.53% 4649 BEACH 35TH STREET AREA WORK Q86 RACEMET BUILDIG 9/2/7 BEACH 35TH STREET PRILE HORIZOTAL SCALE: " = ' VERTICAL SCALE: " = ' LEGED: PRILE 445 BEACH 35TH STREET, QUEES, Y 694 EXISTIG PROPOSED BEACH 35TH STREET PLA & PRILE EXISTIG TOP CURB PROPOSED TOP CURB EXISTIG BOTTOM CURB PROPOSED BOTTOM CURB BPP2. EXISTIG/PROPOSED BOTTOM CURB 23 ARTICLE 45 FOR AY PERSO, ULESS HE IS ACTIG UDER THE DIRECTIO A LICESED PRESSIOAL 255 Filename: \\langan.com\data\yc\data2\7462\cadd Data 7462\SheetFiles\SiteCivil\BPP. Builders Pavement Plan.dwg 9/9/27 Time: 4:52 User: cfairfield Style Table:.stb Layout: BPP2.

3 DOB App. o.: Sheet 3 of 7 BPP o.: GEERAL OTES. BACKGROUD IFORMATIO TAKE FROM TOPOGRAPHICAL SURVEY FOR "Q 86 (PS 256 AEX) BOROUGH QUEES" PREPARED BY MOTROSE SURVEYIG CO., LLP., LAST DATED ELEVATIOS SHOW ARE REFERECED TO THE ORTH AMERICA VERTICAL DATUM 988 (AVD88) WHICH IS.625 FEET BELOW THE QUEES TOPOGRAPHICAL BUREAU DATUM AD. FT ABOVE MEA SEA LEVEL AT SADY HOOK, J AS ESTABLISHED BY THE U.S. COAST AD GEODETIC SURVEY. 3. ALL TREES AD TREE PITS TO BE ISTALLED PER LATEST YCDPR STADARDS. 4. ADJUST ALL SURFACE FEATURES TO MATCH EXISTIG GRADE AS ECESSARY (HYDRATS, VALVE COVERS, VAULT LIDS,.). COTRACTOR TO COORDIATE WORK WITH THE APPROPRIATE UTILITY OWERS, AS REQUIRED. (SEE BPP2) MATCH LIE P.S. 256 QUEES 445 BEACH 35TH STREET QUEES, Y 694 BLOCK 6258, LOT 6 RACE EXISTIG COCRETE SIDEWALK WITH 4I COCRETE SIDEWALK PER LATEST YCDOT STADARD DETAIL #H45, TYPE I PROVIDE EXPASIO JOIT EVERY 2FT MI. AD ALOG CROSTO AVEUE RACE EXISTIG COCRETE SIDEWALK CORER QUADRAT WITH 7I COCRETE SIDEWALK PER LATEST YCDOT STADARD DETAIL #H45, TYPE III. EXISTIG UTILITY POLE AD OVERHEAD WIRES TO REMAI. PROTECT DURIG COSTRUCTIO, TYP. María A. Gómez, P.E., LEED A.P., Senior Director, A&E InHouse Design Stacey SpannThom, Director, Operations Support 3743 Crescent Street, Long Island City, ew York Tel Fax MEP EGIEER Avenue of the Americas, ew York, ew York 8 Tel Fax STRUCTURAL EGIEER 228 East 45th Street, ew York, ew York 7 Tel LEGED CURB LIE FT.FT.FT 4.FT.FT 3FT.FT FT E 5.96 CIVIL EGIEER 36 West 3st Street, 8th Floor, ew York, ew York Tel Scandia Road, Congers, ew York 92 Tel EW STREET TREE I FT x FT PIT FT PERVIOUS PAVER STRIP (MIIMUM 3FT) SPOT ELEVATIO SPOT ELEVATIO TO MATCH EXISTIG TOP CURB ELEVATIO / BOTTOM CURB ELEVATIO 2.FT APPROXIMATE LIMIT 3.FT TC: 5.83 BC: () 2.FT ISTALL STREET TREE I FT x FT PIT PER LATEST YCDPR STADARDS, TYP. TC: 5.84 BC: () EXISTIG UTILITY POLE AD OVERHEAD WIRES TO REMAI. PROTECT DURIG COSTRUCTIO, TYP. 5.FT TC: 5.7 BC: (5.37) RACE EXISTIG CURB WITH STEEL FACED COCRETE CURB PER LATEST YCDOT DETAIL #H. BEACH 35TH STREET TC: 5.6 BC: (5.28) 2.FT REMOVE EXISTIG STREET TREE PER YCDPR DIRECTIO TC: 4 BC: (5.2) CURB WATER VALVE EXISTIG STREET SIG TO REMAI REMOVE EXISTIG STREET TREE PER YCDPR DIRECTIO FT WIDE PERVIOUS COCRETE PAVER STRIP, TYP. TC: 2 BC: (2) EXISTIG FIRE HYDRAT AD FEDERS TO REMAI. PROTECT DURIG COSTRUCTIO. ISTALL PEDESRIA RAMPS WITH TRUCATED DOMES PER LATEST YCDOT STADARD DETAIL #H. CLEA EXISTIG CATCH BASI TO REMAI. PROTECT DURIG COSTRUCTIO. IT IS A VIOLATIO THE STATE EDUCATIO LAW SECTIO 729 (2) FOR AY PERSO TO ALTE ITEM I AY WAY ULESS SUCH PERSO IS ACTIG UDER THE DIRECTIO A LICESED PRESSIOAL EGIEER, AD THE EGIEER STAMPS SUCH CHAGES 9/2/27 BID SET BEACH 35TH STREET PLA SCALE: " = ' o. Date Revision BEACH 36TH STREET MATCH LIE (SEE BPP2) CORER BEACH 35TH STREET AREA WORK EBC/PBC EXISTIG CURB REVEAL (I.) PROPOSED CURB REVEAL (I.) EXISTIG SIDEWALK XSLOPE (%) PROPOSED SIDEWALK XSLOPE (%) EXISTIG ROAD XSLOPE (%) PROPOSED ROAD XSLOPE (%) % 2.2% 2.2% 3.94% 2.83% 3.64% 3.54% 3.% %.53%.98%.62%.27%.58%.76% 2.73%.53%.98%.62%.27%.58%.76% 2.73% 4649 Q86 RACEMET BUILDIG 9/2/7 BEACH 35TH STREET PRILE HORIZOTAL SCALE: " = ' VERTICAL SCALE: " = ' LEGED: PRILE EXISTIG PROPOSED EXISTIG TOP CURB PROPOSED TOP CURB EXISTIG/PROPOSED BOTTOM CURB 445 BEACH 35TH STREET, QUEES, Y 694 BEACH 35TH STREET PLA & PRILE BPP22. ARTICLE 45 FOR AY PERSO, ULESS HE IS ACTIG UDER THE DIRECTIO A LICESED PRESSIOAL Filename: \\langan.com\data\yc\data2\7462\cadd Data 7462\SheetFiles\SiteCivil\BPP. Builders Pavement Plan.dwg 9/9/27 Time: 4:52 User: cfairfield Style Table:.stb Layout: BPP22.

4 EXISTIG TREE TO REMAI. PROTECT DURIG COSTRUCTIO CURB GAS VALVE APPROXIMATE LIMIT TC: (5.86) BC: (5.43) (6) FT 2.FT 2.FT 3.FT REMOVE EXISTIG STREET TREE PER YCDPR DIRECTIO. ISTALL STREET TREE I 5FT x FT PIT PER LATEST YCDPR STADARDS. RELOCATE EXISTIG STREET SIG RACE EXISTIG COCRETE SIDEWALK CORER QUADRAT WITH 7I COCRETE SIDEWALK PER LATEST YCDOT STADARD DETAIL #H45, TYPE III. EXISTIG UTILITY POLE AD OVERHEAD WIRES TO REMAI. PROTECT DURIG COSTRUCTIO, TYP. ISTALL STREET TREE I 5FT x FT PIT PER LATEST YCDPR STADARDS, TYP. REMOVE EXISTIG STREET TREE PER YCDPR DIRECTIO CURB WATER VALVE.FT.FT.FT 3FT FT 9 TC: 5.78 BC: (5.45) 8 TC: 5.8 BC: (5.48) 6. FT 9.5FT ISTALL PEDESRIA RAMPS WITH TRUCATED DOMES PER LATEST YCDOT STADARD DETAIL #H. RACE EXISTIG CURB WITH STEEL FACED COCRETE CURB PER LATEST YCDOT DETAIL #H. 5FT WIDE PERVIOUS COCRETE PAVER STRIP, TYP. CLEA EXISTIG CATCH BASI TO REMAI. PROTECT DURIG COSTRUCTIO. TC: 5.7 BC: (5.37) 5.96 EXISTIG TRAFFIC SIGAL TO REMAI. PROTECT DURIG COSTRUCTIO. ISTALL PEDESRIA RAMPS WITH TRUCATED DOMES PER LATEST YCDOT STADARD DETAIL #H. Borough: Queens DOB App. o.: GEERAL OTES LEGED CURB LIE EXISTIG STREET TREE TO BE REMOVED PER YCDPR DIRECTIO EW STREET TREE I 5FT x FT PIT Sheet 4 of 7 BPP o.:. BACKGROUD IFORMATIO TAKE FROM TOPOGRAPHICAL SURVEY FOR "Q 86 (PS 256 AEX) BOROUGH QUEES" PREPARED BY MOTROSE SURVEYIG CO., LLP., LAST DATED ELEVATIOS SHOW ARE REFERECED TO THE ORTH AMERICA VERTICAL DATUM 988 (AVD88) WHICH IS.625 FEET BELOW THE QUEES TOPOGRAPHICAL BUREAU DATUM AD. FT ABOVE MEA SEA LEVEL AT SADY HOOK, J AS ESTABLISHED BY THE U.S. COAST AD GEODETIC SURVEY. 3. ALL TREES AD TREE PITS TO BE ISTALLED PER LATEST YCDPR STADARDS. 4. ADJUST ALL SURFACE FEATURES TO MATCH EXISTIG GRADE AS ECESSARY (HYDRATS, VALVE COVERS, VAULT LIDS,.). COTRACTOR TO COORDIATE WORK WITH THE APPROPRIATE UTILITY OWERS, AS REQUIRED. 5FT PERVIOUS PAVER STRIP María A. Gómez, P.E., LEED A.P., Senior Director, A&E InHouse Design Stacey SpannThom, Director, Operations Support 3743 Crescent Street, Long Island City, ew York Tel Fax MEP EGIEER Avenue of the Americas, ew York, ew York 8 Tel Fax STRUCTURAL EGIEER 228 East 45th Street, ew York, ew York 7 Tel CIVIL EGIEER 36 West 3st Street, 8th Floor, ew York, ew York Tel Scandia Road, Congers, ew York 92 Tel IT IS A VIOLATIO THE STATE EDUCATIO LAW SECTIO 729 (2) FOR AY PERSO TO ALTE ITEM I AY WAY ULESS SUCH PERSO IS ACTIG UDER THE DIRECTIO A LICESED PRESSIOAL EGIEER, AD THE EGIEER STAMPS SUCH CHAGES REMOVE EXISTIG STREET TREE PER YCDPR DIRECTIO PROVIDE EXPASIO JOIT EVERY 2FT MI. AD ALOG (MIIMUM 3FT) OSITE TRASFORMER VAULT PER PSE&G REQUIREMETS RACE EXISTIG COCRETE SIDEWALK WITH 4I COCRETE SIDEWALK PER LATEST YCDOT STADARD DETAIL #H45, TYPE I. RACE EXISTIG COCRETE SIDEWALK CORER QUADRAT WITH 7I COCRETE SIDEWALK PER LATEST YCDOT STADARD DETAIL #H45, TYPE III. SPOT ELEVATIO SPOT ELEVATIO TO MATCH EXISTIG.FT P.S. 256 QUEES 445 BEACH 35TH STREET QUEES, Y 694 BLOCK 6258, LOT 6 PLA SCALE: " = '. E BEACH 35TH STREET TOP CURB ELEVATIO / BOTTOM CURB ELEVATIO 9/2/27 BID SET o. Date Revision BEACH 36TH STREET CORER BEACH 35TH STREET AREA WORK EBC/PBC EXISTIG CURB REVEAL (I.) PROPOSED CURB REVEAL (I.) EXISTIG SIDEWALK XSLOPE (%) PROPOSED SIDEWALK XSLOPE (%) EXISTIG ROAD XSLOPE (%) PROPOSED ROAD XSLOPE (%) % 3.2% 3.45% %.4%.34% 3.45% 3.35% 3.35% PRILE HORIZOTAL SCALE: " = ' VERTICAL SCALE: " = '.8%.4% 2.%.75% 2.5%.75% 2.2% 2.5%.75% 2.2% LEGED: PRILE EXISTIG PROPOSED EXISTIG TOP CURB PROPOSED TOP CURB EXISTIG/PROPOSED BOTTOM CURB 4649 RACEMET BUILDIG 445 BEACH 35TH STREET, QUEES, Y 694 Q86 9/2/7 PLA & PRILE BPP23. ARTICLE 45 FOR AY PERSO, ULESS HE IS ACTIG UDER THE DIRECTIO A LICESED PRESSIOAL Filename: \\langan.com\data\yc\data2\7462\cadd Data 7462\SheetFiles\SiteCivil\BPP. Builders Pavement Plan.dwg 9/9/27 Time: 4:52 User: cfairfield Style Table:.stb Layout: BPP23.

5 DOB App. o.: Sheet 5 of 7 BPP o.: María A. Gómez, P.E., LEED A.P., Senior Director, A&E InHouse Design Stacey SpannThom, Director, Operations Support BEACH 36TH STREET REMOVE EXISTIG STREET TREE PER YDPR DIRECTIO. ISTALL EW STREET TREE I 3FT x FT PER LATEST YCDPR STADARDS EXISTIG FIRE HYDRAT AD BOLLARDS TO REMAI. PROTECT DURIG COSTRUCTIO. RACE EXISTIG CURB WITH COCRETE CURB PER LATEST YCDOT DETAIL #H44. RELOCATE EXISTIG STREET SIG APPROXIMATE LIMIT 2.FT TC: (5.92) BC: (5.68) (6.2) (6.65) 3.FT 2.FT TC: 5.92 BC: 5.67.FT.FT 4 (6.6) 4.FT 2.5FT PROVIDE EXPASIO JOIT EVERY 2FT MI. 3.FT 2.FT TC: 5.9 BC: (5.66) 3 () 6.FT.FT 8.FT EXISTIG STREET TREE TO REMAI I ELARGED 3FT x FT PIT, TYP. PROTECT DURIG COSTRUCTIO. TC: 5.84 BC: (9) 2.FT 5.97 (6.47) 3FT WIDE PERVIOUS COCRETE PAVER STRIP, TYP. TC: (5.75) BC: (7) () (6.47) EXISTIG STRET TREE TO REMAI. PROTECT DURIG COSTRUCTIO. RACE EXISTIG COCRETE SIDEWALK WITH 4I COCRETE SIDEWALK PER LATEST YCDOT STADARD DETAIL #H45, TYPE I. GEERAL OTES. BACKGROUD IFORMATIO TAKE FROM TOPOGRAPHICAL SURVEY FOR "Q 86 (PS 256 AEX) BOROUGH QUEES" PREPARED BY MOTROSE SURVEYIG CO., LLP., LAST DATED ELEVATIOS SHOW ARE REFERECED TO THE ORTH AMERICA VERTICAL DATUM 988 (AVD88) WHICH IS.625 FEET BELOW THE QUEES TOPOGRAPHICAL BUREAU DATUM AD. FT ABOVE MEA SEA LEVEL AT SADY HOOK, J AS ESTABLISHED BY THE U.S. COAST AD GEODETIC SURVEY. 3. ALL TREES AD TREE PITS TO BE ISTALLED PER LATEST YCDPR STADARDS. 4. ADJUST ALL SURFACE FEATURES TO MATCH EXISTIG GRADE AS ECESSARY (HYDRATS, VALVE COVERS, VAULT LIDS,.). COTRACTOR TO COORDIATE WORK WITH THE APPROPRIATE UTILITY OWERS, AS REQUIRED. LEGED CURB LIE EXISTIG STREET TREE TO REMAI. ELARGE PIT TO 3FT x FT Crescent Street, Long Island City, ew York Tel Fax MEP EGIEER Avenue of the Americas, ew York, ew York 8 Tel Fax STRUCTURAL EGIEER 228 East 45th Street, ew York, ew York 7 Tel CIVIL EGIEER 36 West 3st Street, 8th Floor, ew York, ew York Tel Scandia Road, Congers, ew York 92 Tel IT IS A VIOLATIO THE STATE EDUCATIO LAW SECTIO 729 (2) FOR AY PERSO TO ALTE ITEM I AY WAY ULESS SUCH PERSO IS ACTIG UDER THE DIRECTIO A LICESED PRESSIOAL EGIEER, AD THE EGIEER STAMPS SUCH CHAGES EXISTIG STREET TREE TO BE REMOVED PER YCDPR DIRECTIO EW STREET TREE I 3FT x FT PIT 9/2/27 BID SET 3FT PERVIOUS PAVER STRIP o. Date Revision 2.5FT GRASS/LADSCAPED STRIP BEACH 36TH STREET PLA SCALE: " = ' (MIIMUM 3FT) BEACH 36TH STREET SPOT ELEVATIO SPOT ELEVATIO TO MATCH EXISTIG TOP CURB ELEVATIO / BOTTOM CURB ELEVATIO BEACH 35TH STREET AREA WORK EBC PBC EXISTIG CURB REVEAL (I.) PROPOSED CURB REVEAL (I.) EXISTIG SIDEWALK XSLOPE (%) PROPOSED SIDEWALK XSLOPE (%) EXISTIG ROAD XSLOPE (%) PROPOSED ROAD XSLOPE (%) % 3.78% 2.97% 2.8% % 2.27% 3.38% 6.9% 3.5% 2.7% 3.78%.67%.67%.67% 3.5% 2.55% 2.69% 2.67% 2.75% 2.53% 2.46% 2.55% 2.69% BEACH 36TH STREET PRILE HORIZOTAL SCALE: " = ' VERTICAL SCALE: " = ' 2.67% 2.6% 2.8% LEGED: PRILE EXISTIG PROPOSED EXISTIG TOP CURB PROPOSED TOP CURB EXISTIG BOTTOM CURB PROPOSED BOTTOM CURB EXISTIG/PROPOSED BOTTOM CURB 4649 RACEMET BUILDIG 445 BEACH 35TH STREET, QUEES, Y 694 Q86 BEACH 36TH STREET PLA & PRILE BPP24. 9/2/7 ARTICLE 45 FOR AY PERSO, ULESS HE IS ACTIG UDER THE DIRECTIO A LICESED PRESSIOAL Filename: \\langan.com\data\yc\data2\7462\cadd Data 7462\SheetFiles\SiteCivil\BPP. Builders Pavement Plan.dwg 9/9/27 Time: 4:52 User: cfairfield Style Table:.stb Layout: BPP24.

6 2I ASPHALT SURFACE COURSE YCDOT ITEM 4.2 2I ASPHALT BIDER COURSE YCDOT ITEM 4.2 SEE COCRETE SIDEWALK DETAIL (SEE PLAS) 3FT MI. COCRETE COURSE (MATCH EXISTIG) 6I CRUSHED STOE HOT ASPHALT CEMET TACK COAT PROPOSED RESURFACED GRADE LEVELIG ("SCRATCH") COURSE (AS EEDED TO FILL I LOCAL DEPRESSIOS, CRACKS,.) EXISTIG ROAD SURFACE EXISTIG COCRETE PAVEMET SAW CUT EDGE (AY TACK COAT PRIOR TO COSTRUCTIO EW ROADWAY). ALL ASPHALT PAVEMET COSTRUCTIO AD MATERIAL SHALL BE I ACCORDACE WITH YC DOT DIVISIO SPECIFICATIO SECTIO 4. TO EXISTIG PAVEMET SHOW IS ASSUMED. COTRACTOR TO VERIFY I FIELD. ASPHALT PAVEMET REPAIR 2I ASPHALT SURFACE COURSE YCDOT ITEM 4.2 2I ASPHALT BIDER COURSE YCDOT ITEM I COCRETE COURSE 6I CRUSHED STOE. ALL ASPHALT PAVEMET COSTRUCTIO AD MATERIAL SHALL BE I ACCORDACE WITH YC DOT DIVISIO SPECIFICATIO SECTIO 4. TO FULL DEPTH PAVEMET RACEMET SHOULD BE USED WHEEVER PROPOSED CODITIO WILL RESULT I LESS THA 3I ASPHALT PAVEMET. FULL DEPTH ASPHALT PAVEMET REPAIR WELDED WIRE FABRIC 6I x 6I SPACIG PROPOSED RESURFACED GRADE HOT ASPHALT CEMET TACK COAT SAW CUT EDGE (AY TACK COAT PRIOR TO COSTRUCTIO EW ROADWAY) FROT CURB BACK CURB 5FT± (SEE OTE 2) Borough: Queens DOB App. o.: ROADWAY 5FT 5FT Sheet 6 of 7 BPP o.: María A. Gómez, P.E., LEED A.P., Senior Director, A&E InHouse Design Stacey SpannThom, Director, Operations Support 3743 Crescent Street, Long Island City, ew York Tel Fax MEP EGIEER Avenue of the Americas, ew York, ew York 8 Tel Fax STRUCTURAL EGIEER 228 East 45th Street, ew York, ew York 7 Tel CIVIL EGIEER 36 West 3st Street, 8th Floor, ew York, ew York Tel Scandia Road, Congers, ew York 92 Tel I COCRETE SIDEWALK 2I 5I 9 FT (SEE OTE 3) PROPERTY LIE IT IS A VIOLATIO THE STATE EDUCATIO LAW SECTIO 729 (2) FOR AY PERSO TO ALTE ITEM I AY WAY ULESS SUCH PERSO IS ACTIG UDER THE DIRECTIO A LICESED PRESSIOAL EGIEER, AD THE EGIEER STAMPS SUCH CHAGES 4I COCRETE SIDEWALK 6I CRUSHED STOE. COCRETE SHALL BE CLASS B32, WITH A 28DAY COMPRESSIVE STREGTH 4, PSI (MI.) 2. ALL MATERIALS AD COSTRUCTIO METHODS USED ARE TO CORM TO SECTIO #4.3 THE YCDOT STADARD HIGHWAY SPECIFICATIOS. 3. TRASVERSE EXPASIO JOITS (/4I WIDE) SHALL BE PROVIDED AT 2FT MAXIMUM ITERVALS. EXPASIO JOITS SHALL BE FILLED WITH MATERIAL TYPE AS PER LATEST YCDOT SPECIFICATIO (CLOSED CELL POLYETHYLEE, PRE MOLDED BITUMIOUS, OR APPROVED EQUAL). SCORE LIES SHALL BE EVERY 5FT O CETER. 6I CRUSHED STOE. COCRETE SHALL BE CLASS B32, WITH A 28DAY COMPRESSIVE STREGTH 4, PSI (MI.) 2. ALL MATERIALS AD COSTRUCTIO METHODS USED ARE TO CORM TO SECTIO #4.3 THE YCDOT STADARD HIGHWAY SPECIFICATIOS. 3. WELDED WIRE FABRIC SHALL BE ASTM DESIGATIO A85, GAUGE #8/8 AT 6I X 6I SPACIG, AD CORM TO SECTIO #2.25 THE YCDOT STADARD HIGHWAY SPECIFICATIOS. 4. TRASVERSE EXPASIO JOITS (/4I WIDE) SHALL BE PROVIDED AT 2FT MAXIMUM ITERVALS. EXPASIO JOITS SHALL BE FILLED WITH MATERIAL TYPE AS PER LATEST YCDOT SPECIFICATIO (CLOSED CELL POLYETHYLEE, PRE MOLDED BITUMIOUS, OR APPROVED EQUAL). SCORE LIES SHALL BE EVERY 5FT O CETER.. FLAGS SHALL BE 5FT X 5FT WHERE FEASIBLE. 2. SCORE LIES PERPEDICULAR TO THE CURB AD SHALL BE EVELY SPACED. THE BUILDIG FROTAGE SHALL BE DIVIDED BY FIVE, IF IT IS EXACTLY DIVISIBLE ALL FLAGS SHALL BE 5FT WIDE; IF OT THEY SHALL BE PLUS OR MIUS A AMOUT WHICH WILL MAKE THEM AS EAR TO 5FT AS POSSIBLE. 3. SCORE LIES ALOG THE SIDEWALK BETWEE THE CURB AD THE SHALL BE PARALLEL WITH THE AD CURB AD BE UIFORMLY 5FT APART COMMECIG AT THE CURB, THE ODD FLAG WIDTH SHALL BE EAREST THE. 4. COCRETE SHALL BE POURED AD FIISHED I ACCORDACE WITH YC DOT SPECIFICATIOS. COCRETE COLOR SHALL BE ORIGIAL. 5. TRASVERSE EXPASIO JOITS 4I WIDE SHALL BE PROVIDED AT ITERVALS MAXIMUM 2FT AD FILLED WITH PREFORMED BITUMIOUS CELLULAR TYPE JOIT FILLER. SCORE LIES SHALL BE EVERY 5 FEET O CETER. 6. EXPASIO JOIT WITH JOIT FILLER TO BE PROVIDED AT ITERFACE EW SIDEWALK AD EW BUILDIG, AD PROPOSED AD EXISTIG SIDEWALK FEATURES (VAULT GRATES, MAHOLES,.). 7. COCRETE SIDEWALK SHALL BE I ACCORDACE WITH LATEST YCDOT DETAILS, SPECIFICATIOS, AD STADARDS. 9/2/27 BID SET o. Date Revision BEACH 36TH STREET 3 TYPICAL 4I COCRETE SIDEWALK (YCDOT #H45, TYPE I) 9I 2FT MAXIMUM ALIG JOITS I STEEL FACIG WITH EXPASIO JOITS I CURB 2I DIA. x 6I LOG ACHORS AT FT MAXIMUM CETER TO CETER STAGGERED 9I 4 TYPICAL 7I COCRETE SIDEWALK (YCDOT #H45, TYPE III) 5 TYPICAL SIDEWALK SCORIG PATTER FORM 2I x 2I SLOT AD FILL WITH JOIT SEALAT SEE ASPHALT PAVEMET REPAIR DETAIL SEE BET PLATE DETAIL (7I MI.) 2I PREMOLDED JOIT FILLER. ADJACET TO COCRETE PAVEMET OLY. ARTICLE 45 FOR AY PERSO, ULESS HE IS ACTIG UDER THE DIRECTIO A LICESED PRESSIOAL 3I 2I MI. 8I ±3 7 8I SEE COCRETE SIDEWALK DETAIL MAITAI SIDEWALK SLOPE (8I MI.) TYPE OMOUTABLE COCRETE CURB 6I 3 2I 3I /4 5I, TYP. /4 3 4 I I ISIDE RADIUS 2I DIA. ACHORS AT FT MAX. C.C. STAGGERED. 2I, TYP. 3I X 3 8I STEEL PLATE. EXPASIO JOITS I THE STEEL CURB FACIG AD COCRETE BACKIG SHALL BE AT A MIIMUM SPACIG 24 FEET. 2. THE EXPASIO JOITS THE CURB AD STEEL CURB FACIG SHALL LIE UP WITH THE EXPASIO JOITS THE COCRETE SIDEWALKS, WHEREVER POSSIBLE. 3. O PIECE STEEL CURB FACIG HAVIG LESS THA TWO WELDED DOWELS MAY BE ISTALLED ULESS IT IS WELDED TO THE ADJACET STEEL CURB FACIG. 4. ROADWAY, CURB, AD SIDEWALK 2I DIA. x 5I LOG HEADED ACHOR STUDS (GRAULAR OR SOLID FLUX FILLED) MAY BE SUBSTITUTED FOR ACHORS SHOW. 5. STRUCTURAL STEEL SHALL MEET ASTM DESIGATIO SURFACE TO BE CLEAED AD PAITED PER YCDOT STADARD HIGHWAY SPECIFICATIOS, SECTIO 2.3 COLOR TOP COAT SHALL BE GRAY AS APPROVED BY THE EGIEER. 7. WHERE TWO PIECES STEEL CURB FACIG ARE JOIED BUT OT WELDED, TWO 2I RODS, 24I LOG SHALL BE ISERTED ITO THE COCRETE BACKIG OE HALF THE LEGTH AT EACH SIDE THE JOIT. 8. COCRETE TO BE CLASS B32, AIR ETRAIED. 9. CORER CURB: VERTICAL FACE WILL BE ACCEPTABLE FOR CORER CURBS PROVIDIG THE EDS ARE WRAPPED TO FORM A TRASITIO WITH ADJACET BATTERED FACE CURBS. 6 STEEL FACED COCRETE CURB, TYPE D (YCDOT #H) ELEVATIO STEEL FACIG BEACH 35TH STREET & BET PLATE DETAIL SET TOP AD BOTTOM ACHORS I LIE AT ED EACH LIE SEE COCRETE SIDEWALK DETAIL 7 (8I MI.) 4I PREFORMED EXPASIO JOIT FILLER. TOP I SEALER O APPROVED BOD BREAKER, TYP. FILL TO 8I TOP SURFACE (SEE PLAS) SEE ASPHALT PAVEMET REPAIR DETAIL. ALL MATERIAL AD COSTRUCTIO METHODS USED ARE TO CORM TO SECTIO #4.8 THE YC DEPARTMET TRASPORTATIO STADARD HIGHWAY SPECIFICATIOS. TYPICAL COCRETE CURB (YCDOT #H44) 6I 9 8I 4I BEACH 36TH STREET 4I PREFORMED EXPASIO JOIT FILLER BETWEE 4I AD 7I SIDEWALK, TYP..75FT MI., TYP. DETECTABLE WARIG SURFACE, TYP. 4FT TO 5FT, TYP. I REVEAL, TYP. 8.2I.4I.9I.9I.4I DOME SECTIO.75FT MI., TYP..6I 2.4I 3FT MI. 2I REVEAL, MI. I DOME, TYP. SLOPE 2: MAX..6I 2.4I.6I MI. DOME SPACIG DETECTABLE WARIG SURFACE DETAILS 4I THICK COCRETE 7I THICK REIFORCED COCRETE 2: MAX. SLOPE SIDEWALK PEDESTRIA RAMPS (YCDOT #H).3I 2FT.6I MI. 4I THICK COCRETE 7I THICK REIFORCED COCRETE 4649 RACEMET BUILDIG 445 BEACH 35TH STREET, QUEES, Y 694 BEACH 35TH STREET AREA WORK Q86 BUILDERS PAVEMET PLA: DETAILS 9/2/7 BPP Filename: \\langan.com\data\yc\data2\7462\cadd Data 7462\SheetFiles\SiteCivil\BPP. Builders Pavement Plan.dwg 9/9/27 Time: 4:52 User: cfairfield Style Table:.stb Layout: BPP3.

7 DOB App. o.: Sheet 7 of 7 BPP o.: María A. Gómez, P.E., LEED A.P., Senior Director, A&E InHouse Design Stacey SpannThom, Director, Operations Support 3743 Crescent Street, Long Island City, ew York Tel Fax ULOCK PERMEABLE PAVERS MEP EGIEER Avenue of the Americas, ew York, ew York 8 Tel Fax PERMEABLE PAVER JOIT FILLER: OPEGRADED, CRUSHED STOE; 8 TO 6 3 ICH GRAITE CHIP 2I BEDDIG COURSE: OPEGRADED, CRUSHED STOE; ASTM O. 8 6I MI. LEVELIG COURSE: OPEGRADED, CRUSHED STOE; ASTM O. 57 8I MI. BASE COURSE: CU STRUCTURAL SOIL (REFER TO SPEC 29) SUBGRADE MATERIAL: MI. CBR = 5% (COMPACT IF LESS THA 5%) SLOPE TO DRAI GEOTEXTILE MATERIAL; ISTALL AS DIRECTED BY A PRESSIOAL EGIEER. VEHICULAR PAVERS SHALL BE ULOCK ECOPRIORA 9.45I x 4.72I x 3.5I AD THE COLOR SHALL BE ULOCK MIDIGHT SKY, OR APPROVED EQUAL. 2. PAVERS SHALL BE PLACED I A HERRIGBOE PATTER OR ULOCK PATTER E. 2I x 4I BRACE ISTALLED DIAGOALLY O EACH SIDE 3FT LIE POSTS / STAKES DRIVE 8I ITO GROUD, SCREWED ITO WOODE POSTS ELEVATIO FOUR 2I x 4I x 6FT STAKES TREE WRAP 4FT MI. PLA VIEW 4FT MI. STRUCTURAL EGIEER 228 East 45th Street, ew York, ew York 7 Tel CIVIL EGIEER 36 West 3st Street, 8th Floor, ew York, ew York Tel Scandia Road, Congers, ew York 92 Tel IT IS A VIOLATIO THE STATE EDUCATIO LAW SECTIO 729 (2) FOR AY PERSO TO ALTE ITEM I AY WAY ULESS SUCH PERSO IS ACTIG UDER THE DIRECTIO A LICESED PRESSIOAL EGIEER, AD THE EGIEER STAMPS SUCH CHAGES PERVIOUS PAVERS 2 TEMPORARY WOODE TREE GUARD PER DPR REQUIREMETS (5FT MAX.) EQ. EQ. CURB. TREE PIT DETAIL I ACCORDACE WITH THE YCDOT / YC PARKS DEPARTMET STADARDS AD SPECIFICATIOS. COTRACTOR TO VERIFY AD USE LATEST DETAIL. 2. ALL MATERIALS AD COSTRUCTIO METHODS USED ARE TO CORM TO SECTIO #4.6 THE BUREAU HIGHWAY OPERATIOS SPECIFICATIOS LATEST EDITIO. 3. PRIOR TO THE START WORK, THE COTRACTOR SHALL OBTAI THE ECESSARY PERMIT FROM THE DEPARTMET PARKS AD RECREATIO FOR THE REMOVAL AD PLATIG TREES. 3 EQ. ELARGED TREE PIT DETAIL EQ. PER DPR REQUIREMETS (FT MAX.) PLA VIEW EXISTIG EDGE TREE PIT EXISTIG STREET TREE REMOVE EXISTIG SIDEWALK AD GRAVEL SUBBASE, BACKFILL AD ADD 3I DEPTH MULCH LAYER TREE CROW AD TRUK SHALL BE FREE DEFECTS AD TRUE TO FORM 8I LOG, 3I DIA. CEDAR STAKES SET OUTSIDE ROOBALL TOPSOIL ITO 46I WIDE SAUCER AROUD PERIMETER THE ROOTBALL FIISHED GRADE BACKFILL SHALL BE EW SOIL MEETIG DPR SPECIFICATIOS DEPTH ROOTBALL 4 TREE PLATIG AD STAKE DETAIL 3 TIMES ROOTBALL DIAMETER OR LEGTH AD WIDTH PIT ARBOR TIE SHALL BE LOOPED AROUD TREE THROUGH EACH OTHER TWISTED AD SECURED TO STAKE ROOT FLARE IS EXPOSED AD FLUSH WITH FIISHED GRADE 3I BARK CHIP MULCH LAYER 6I UDISTURBED SUBGRADE 9/2/27 BID SET o. Date Revision BEACH 36TH STREET BEACH 35TH STREET AREA WORK Q86 9/2/7 RACEMET BUILDIG 445 BEACH 35TH STREET, QUEES, Y 694 BUILDERS PAVEMET PLA: DETAILS BPP32. ARTICLE 45 FOR AY PERSO, ULESS HE IS ACTIG UDER THE DIRECTIO A LICESED PRESSIOAL Filename: \\langan.com\data\yc\data2\7462\cadd Data 7462\SheetFiles\SiteCivil\BPP. Builders Pavement Plan.dwg 9/9/27 Time: 4:52 User: cfairfield Style Table:.stb Layout: BPP32.