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Home My WebLink AboutZ-3521 Map 1.p B'LD'G TO BE BI LT PtRLLLEL 10 FROdT PROPERTY a SIE 2 5' t� S I �clyT!'IJ (�W�'. POLE � Ili F I Ot f?tQil�•--02 ! gyp' ,•,/ - �a o ! xiSlLrltX 24"6 \ "G' o" HIGH 1kua,G. F�;6l . G - - - I AK TO REMAIN- r / w CONI, Pp FOR QUI 2'0.531 k. 29?.14' _ _ ! EP. SEE � DWG. 1h I FOR VIET I44 gwK *: 908.' ?C --� .G.2B9.S1' 227.63' -T(P 6 • IS GONG. CURB I ! t�NE OF 3 0 30'• 0. ERHANIA SEE DE jAI l HERHON ONE i i 0 IG .TIo 290.�{ liF. i �Y 3 Q 7 j r1;`IV Iki Fi- I% L Q M ASON �� T � U <5 a?_' - - - W v 0, i�.• I,IiJi�� i0 ;�=E, I,�II� FINISH FLOOR ELEV, 289.63 COMB NATIOW 5MEMALK F . S,,� 3 0- I 9 2'6Uj T ER S -u DETAIL w b2 I vSTC 290.26 HEREON I bA' 160' j 25A' � 18.0' - HOA I O �- - - •-ni17 1A E I p 7.(.290. ;0 j �' 2�^.RAJ' `l 1k7 '90 �WdLK.ZB955' '90 I' �Klr-)TluGltlt�Y �c.4 � )Z Y�J. "`.' .., -. - ^ ,� :rr �i0')• ; N I C A . r " - G%! w. ^ , '.J cK G.� :^i� vJ,rr n _ • IGF I _. ...-_._ T- .. �� "Y.F.•� ! � �'Plip '._r._ �' .D - 1 • tT Y u„ ' PROTECTIVE TREATMENT OF ASPHALT)[ CONCRETE PAVEMENT yEMERAL I:mlT ldlS' ALL PROVISIONS OF THE a4XWL CONDITIONS. DIVISION 1, SHALL APPLY TD THIS DIVISION OF THE SPECIFICATIONS E, M INCLW ED. A. THIS CONTRACTOR TT) PERFORM ALL OPERATIONS NECESSARY FOR THE C(APLETE "KOTTCTIVE TREATMENT OF THE ASPHALTIC CONCRETE PAVEMENT. B, THIS SUBCONTRACTOR TO BE RESPONSIBLE FOR THE INSPECTION OF ALL ASPHALTIC CONCRETE PAVEMENT TO RECEIVE SEALER SO AS TD RE ABSOLUTELY CERTAIN TWAT ALL PAVEMENT HAS DEEM: 1. TIGHTLY COMPACTED, WITH NO APPARENT OIL SOAKING. 2. CLEAN FROM ALL SAND. CLAY, GREASE AND OTHER FOREIGN MATTER. 3. SURFACE CURED SUFFICIENTLY, SO TWAT IT IS FREE OF LIGHT OILS AND PRESENTS A WATER-BREAK-iR1E SURFACE. C. AMY UNSATISFACTORY WORK TO BE REPORTED TO THE OWNER'S AGM AND SMALL Of COAREC- TED PRIOR TO THE PLACING Of THE SEALER. 0. PROCEEDING WITH THIS CONTRACT TO CONSTITUTE AN APPROVAL Of THE ASPHALTIC CONCRETE PAVEMENT. 3. MAT • A. JENIITE J-16 TO BE THOROUGHLY STIRRED IN ITS CONTAINER AS RECEIVED, PKETEMRY BY TOWER MIXER OR WITH MORTAR HOE, $O THAT A CREAMY 14WAUNEWS CONSISTENCY OF ALL JENIITE J-16 EN ME CONTAINER IS ASSURED FOR READY APPLICATION. NO AIMM- TENANTS OF AM NATURE SHOULD BE NECESSARY. JESUIT J-16, PRIOR TO USE, MUST BE HANDLED ARID STORED TO PREVENT ANY FREE2IM. 4. /APPLICATION: SMALL BE IN STTRIGB CONFEBNITY WITH MANUFACTURER'S SPECIFICATIONS, GENERAL APPLICATION SPECIFICATIONS INDEX JA. NOTE: MONK TO,START SIX NOWNS AFTER OPENING OF THE STORE, CONTRACTOR TO NOTIFY THE NEW YORK OFFICE Of THE SEIEUI CONTRACTOR TO MAKE NECESSARY ARRANGEMENTS. THIS WORK SNOUID ALSO INCLUDE THE RESTR I►ENO OF PARKING LOT WITH YELLOW PRINT. SCh it '" r -.1�UI I J J I' 'r'� VV �• �i0.0 >ifiL. �'W/Y"c.✓�' I'W�'�1 ?C tk .,moi ItG1 YI. G. f. �' �9 '\ �',:; �PG iTv JI%I� T R_LE v "a .H _ / R / ."eUdLL- . 283.19 . I`•LL•'�I� O73 -__ a .- ;� __ -. ..�.1 15: ASPHALT PAVING 2:15:3.3 (OFF SITE/ A. FURNISH ALL LABOR, MATERIALS, EQUIPMENT AMD SERVICES NECESSARY TO COMPLETE THE INSTALLATION Of THE FOIIOWIMG: 1. CARRY FORWARD ALL MEtESSA1RY LINES AND GRADES FROM STAKES AND BENCH MARK FURNISHED BY THE GENERAL CONTRACTOR, 2, EXCAVATION, HAND TRIMMING, BACKFILL AND COPOWTIOM FOR ALL OFF SITE ASPHALTIC CONCRETE, REAMS, TUCKED EDGES, $WALES, GL/'TER S, EYC.. AS SHOWN ON SITE DRAWINGS, 3• ALL ASPHALTIC CONCRETE PAVEMENT AND MSE TO THE EXTENT AND IN CONFORMANCE WITH THOSE SPECIFICATIONS AS SHOWN ON SITT DRAWINGS FOR ALL DRIVEWAY ENTRANCLS. EASEMENTS, RIGHT OF WAYS. t, FURNI ShE AL:. LABOR, MATERIALS, EQUIPMENT ANG SERVICES ME[ESSARY TO BENCH TE THE INSTALLATION Tt ON Of THE L CLNldlgfi TRAC I. CARRY FORWARD ALL NECESSARY LINES AND GRADES FROM STAKES AND BE NCN IAIRR FlM N151E0 SY THE iE11ERAl CONTRACTOR. 2. EXCAVATION, NAND TRIMMING, BACKFILL AND COMPACTION FOR ALL ON SITE ASPHALTIC CONCRETE. BERMS. TUCKED EOG[S, SWALLS, GUTTERS, ETC., AS SHOWN ON SITE DRAWINGS. 3. FINE GRADE At" ROLL SUB BASE OF ALL AREAS TO BE PAVED. 4. INSTALL WEED CONTROL CHEMICAL ON THE SLUR MSE Of ALL AREAS TO BE PAVED. S. INSTALL AND NOLL SASE MATERIAL INOICATED ON SIT. DRAWINGS, 6. 114STALL AND ROIL BINDER COURSE, T. INSTALL AND POLL WEARING COURSE, SITE 8. INSTALL ASPHAI't CURBS, BERMS, SPILLWAYS,SWLE S, ANO 6•' E 6'-0'• PRECAST COSKRE TE BRNPER CURBING +' SHIOR NR fQUIlPMENT• DRAWINGS. LL :OMMCT I MG. OF SUB MSE, BASE, BINDER COURSE, AND WEARING COURSE I5 10 K ACCtINPI(SHED WITH A TEM TDM. TREE WHEEL ROLLER. 2. ALL ASPHALTIC CONCRETE PAVING MATERIAL IS TO BE PLACED WITH A SELF PROPELLED FINISHING MACHINE SICP_ AS MANU- FACTIREO B`SAABER-GREEN, BLAW KNOT, OR PIONEER. MATERIAL; 1. WE£B CONTROL CHEMICAL AS MANUFACTURED BY U.S.BORAX (MOM000R CLORATE), APPLIED IN ACCORDANCE VI TN THE MANUFA{- TURER'S SPIECIFICAT i OMs. 2. BASE MATERIAL SHALL BE CAUSHEO STONE (UNLESS OTHERWISE SPECIFICALLY IN0I GATED ONSITE DRAWN NGS), fRtF FROM AtL OELETERIOVS SUBSTANCES. 3. BINDER 0411SE SHALL BE NOT ROLLED COURSE, LADED TYPE IIIC, AS LISTED IM "SPECIFICATIONS AMD CONSTRUCTION ME'THOOS" OF THE ASPHALT INSTITUTEf� THIRD EDITION, JUNE 1964• 4. WEARIMOI COURSE TO BEH HOT ROLLED OINK R,ADm TYPE I V A. AS ISTED IN • SPECHLI:AT)NIS AID COWINKnOM tLT/10DA (P M AlIALT INSTITUTE• THIRD EDITION, JUNE HRH. A'-TEPNATE I. IN THE OPINION Of THE SUBCONTRACTOR. A PAVING INSTALLATION OF EQUAL OR BETTER QUALITY CAN BE MADE AT A SUB STANTIAL �AVING IN COST BY USING A DIFFERENT SPECIFICATION. HE SHALL SUBMIT AN ALTERNATE SPECIFICATION AIB PRICE QUOTATION, THROUGH THE JOB MANAGER. TO THE NEW YORK OFFICE OF THE GENERAL CONTRACTOR. ACCEPTANCE Of SUCH ALTERNATES WILL BE MOE IN WRITING BY THE NEW YORK OFFICE OF THE GENERAL CONTRACTOR. WORKMANSHIP: 1, THE FINISHED PAVING FRUST BE FREE FROM COLD JOINTS AND "BIW BATHS". 2. FINISHED j.MDES MUST AGREE WITH THOSE GRADES SMOWM OM SITE DRAWL NGS. CERTIfI TION: �UBCUNTRACTOR SHALL PROVIDE THE NEW YORK OFFICE Of THE GENERAL CONTRACTOR WITH A CERTIFICATE FROM THE ASPHALT CONCRETE SUPPLIER THAT THE MATERIAL SUPPLIED IS IM CONFORMANCE WITH THE MATERIAL AS SHOWN ON SITE DRAWINGS.: GUARANTEE : 1, PROCEEDING W:TH THE INSTALLATION OF PAVEMENT SMALL CONSTITUTE AN UNQUALIFIED ACCEPTANCE BA THE SIA BASE AND BACK FILL BY THIS CONTRACTOR. 2. THE INSTALLED WORK IS SPECIFICALLY GUARANTEED AGAINST CRACKING, MEMLING MP, SETTLEMENT OF SURFACE 00 SCPARA- TION OF THE ASPHALT CONCRETE. 3. AT THE COMPLETION Of THE PAVING INSTALLATION, THE GENERAL CONTRACTOR WILL TAKE FOUR DRILLED CORES 4" OUTSIDE DIAMETER, THROUGH THE DEPTH OF ASPHALT CONCRETE PAVING, THE AVERAGE THICKNESS OF EACH CORE TAKEN WILL Of DETERMHN(D FROM SEVERAL READINGS. THE TOLERANCE ALLOWED FOR THE AVERAGE THICKNESS M EACH COR[ WILL M WITHIN -,' OF THE SPECIFIED THICKNESS. THREE Of THE FOUR CORES MUST FALL WITHIN THIS TOLERANCE IN ORDER THAT THE PAVING BE ACCEPTED FOR REQUIRED MINIMUM THICKNESS, IF LESS THAN THREE CORES MEET THIS CRITERIA THEN AN ADDITIONAL FOUR CORNS OF THE SAME TYPE WILL BE TAKEN AT THE SOLE EXPENSE Of TME PAVING CONTRACTOR. OF THE TOTAL EIGHT CORES TAKEN, FIVE MUST PASS THE 6" TOLERANCE TE ST. IF LESS THAN FIVE CORES PASS, TMEN THE PAVING CONTRACTOR WILL BE REQUIRED TO RETOP THE ENTIRE PAVED AREA WITH A MINI NUM OF 1" TOP COURSE OF DENSE GILDED ASPHALTIC CON- CRETE TO BE MEASURED AFTER COMPACTION, THIS WORK WILL BE PERFORMED AT THE SOLE EXPENSE OF THE PAVING CONTRACTOR 4. RESULTS OF ALL CORE TESTS MUST BE APPROVED BY THE NEW YORK OFFICE OF THE GENERAL CONTRACTOR BEFORE FINAL PAY- MENT WILT BE HV.DE BY THE GENERAL CONTRACTOR. If THE CORE TESTS DO NOT MEET SPECIFICATIONS, THE COSY OF SUCH TESTS WILL BECOME THE RESPONSIBILITY OF THE SUBCONTRACTOR AND WILL 61 DEDUCTED FROM FINAL PAYMENTS. 18, CONCRETE THE CONCRETE SPECIFICATIONS (DRAWING 140. 04-1) SHALL BE CONSIOEKED AS INCLUDED VN THE DIVISION OF THE SPECIFICATIONS. 1:18:3:3 (SITE REi HVKNTS) A. FURNISH ALL. LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO COMPLETE THE INSTALLATION OF THE FOLLOWING: 1. CARRY FftWkRO ALL NECESSARY LINES AND GRADES FROM STAKES AND DEMCH MARK FURNISHED BY THE GENERAL CONTRACTOR. 2. COBCRETE'NETAINING AND/OR SCREENING WALLS, INCLUDING APPURT116ANT FOOTINGS, IF SPECIFICALLY SHOWN ON SITE DRAW- INGS 3 UNDERGROUND VAULTS, BOXES. RACEWAYS AND/OR METEA LINES. If SPECIFICALLY SHOWN ON SITE DRAWINGS. 4. PROVIDE 'UNIT PRICING FOR POSSIBLE PUMPING OF SURFACE OR UNDERGROUND WATER FROM THE SITE AS DIRECTED BY THE JOS MANAGER, TO FACILITATE THE WORK OF THIS TRADE AND THAT Of ALL OTHER TRADES EMPLOYED. ). FOOT NC OR•.IN TILE AND GRAVEL BED, IF SPECIFICALLY SHOWN ON SITE DRAWINCS, •. 8:3 3 (OFF < L rF),; ��N, , A , IRMI"H ALL LABOR. MATERIALS. EQUIPMENT AND SERVICES NECESSARY TO C011►LE TE THE INSTALLATION OP TME FOLLOWING: G%Uif. .f NRWAAG ALL NECESSARY LINE'S AND WADES rROM STAKES AND BENCH MAX FURNISHED BY THE GENERAL CONTRACTOR. ]. EKCAVrT - e0 TRTMP--fit{-EACKF'TI.[ AND L01►ACTton FOR -All OFF SITE CNKRETF CURBS; GMTT1FSe 3EOIC SKS, iWALES,- ETC• A SHOLTI ;N SITE A .WINGS. 3. AIL OFF [ CONCRETE CUROS. GUTTERS, SIDEWALKS, SYALES. ETC.. AS SHOWN ON SITE DRAWINGS - 4, ALL STEEL REQUIRED. - S. AV EXPkNS;JN STRIPS AMG/IRR JOINTS. 6.yALL NECESSARY FORM WORK AND BRACING. ii. SUR BASE, IF SPECIFICALLY SHOWN ON SITE DRAWINGS. 3:ISs3;3 (ON SITE), A. FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSAAY TO COMPLETE THE INSTALLATION OF THE FOLLOWING: 1. CARRY ILKWAAO ALL NECESSARY LINES AND GROES FROM STAKES AND. BENCH MARK FURNISHED BY THE GENERAL CONTRACTOR. 2. EXCAVATE CRN HAND TRIMMING BACKFILL AND COMPACTION FOR ALL ON SITE CONCRETE CUBS, GUTTERS, FLOODLIGHT BASES, PYLON VASEIS), SWALE$. ETL AS SHOWN ON RA SITE DWINGS. EXCESS EXCAVATED MATERIAL IS TO BE DISTRIBUTED AS DIRECTF,U BY THE JOB MANAGER. 3.. ALL CONCRETE FLOODLIGHT BASES AS SHOWN ON SITE DRAWINGS. 4. ALL CONCRETE PYLON AND/OR POLE SIGN BASES AS SHOWN ON THE SITE ORAWIMGS. 5. ALL ONLSITE CONCRETE CURBS, GUTTEAS, STALES, ETC., AS SHOWN 001 SITE DKAWHMGS, IPS D - __ _ --�--- - _ 7. ALL REINFORCING n41EE INEQUURIREOI NTS, lov.1L41v, , O 8. ALL MfIESSARY FORM WORK AND IMAGING. IST ti�%�;�.IdD�VAI.I. CI�1�1�L� /� ��11 4;18:3:3 (BunDIN6) I GQNL• 5Lk 3L96 I, FINE GOADING FOR ALL ON SITE CONCRETE SIOEWtKS. AS SMOWM ON SITE DRAWINGS. BOUGH GRADE TO PLUS DR MINUS 0,.1' I �•�,;V%- PO BE PON[ /Y OTTERS. FILL MATERIAL USED SMALL BE SAME AS OTHER FILL MUTERIAL ON SITE. FIN. FL. ELEV. 288.01' II � �/ nnyye�[[ 'Ip G'F 2. ALL CONCRETE SIDEWALKS, AS SHOW" DN SITE DRAWINGS. GJjL r([ G L '1 -6-on Jr fi% MEET ✓IVEKALI - I{ *' 3. ALL REINFENLCIMC NOSH. AS SNOWM ON SITE DRAWINGS. / 3:10:2:3 (ON s TE'r -- - /+/�I,1y, jIG'e I�Q LI--- r8 II/i �� 8, A. FURNISH AU. LABOR, r EQUIPMENT AND SERV If ES NECESSARY TO COMPLETE THE INSTALLATION OF THE FOLLOWING MATERIALS I...'r ']/ :✓_ Wi:Ir+F W/'D%VJYIO/O GUFF/ �FAL'C'-. W -, i TURN E',Nf O.i1IiV 1 HERS - BASE ! r e L FtIpOC,ONT BASE AIICN011 BOLTS. - � U/,111, L,(•.-, �� n�e ,_ s. p., - 1RiC ' 2. El [ AI. CONDUIT SWEEPS IN FLOODLIGHT RASES. PY EV I i F+ lGI . _ z.. -' _ _.". .t J6 ��J. y . .--: { -__•�J _ 26: PAINTING ' �� _ H�� i � • �Ei3:26:3:3 J"L F 'R I �''L" �� /S� L.-%'j�� THE PAINT Me So"FC IFICAT IONS (DRAWING MO. A-2) SMALL BE CORSIDENED AS INCLUDED IN THIS DIVISION Of THE SPEC Oft CATIONS. `EE �VEK^' - ct� '�I1 2i1� i`,' ` ^ELS;, �a-a/�^•7;Y1 ` ?.: ..��."n:i .:<" -i A. FURNISH A -,L LABOR, MATERIALS. EQUIPMENT AND SERVICES NECESSARY TO COMPLETE THE FOLLOWING: FY 'I { vA21ES a -N7 4 - - - �� NE.:iV'( (�1i HIl'% �!i r. /t I' �r 1 I H .''' ICFY�tr.,;M1•' r/ '?FG-?J.,"%GKE,7 `AP0ib9.dZ-R?OPtler 1, STRIP Jr DF ASPHALT PAVING A$ SHOWN ON SITE DRAWINGS. �Icc owa.N=7E WJ hI. • �' .. ,1 ��% IJ7✓I ' r ' �.SL•�.'�Y, ;, -?SC`.�HE!?F{�' NOTEDF,/�N 2. PA-H:EH; ^F STEEL PYLON(S) AND/OR POLE SIGNS, AS S~ ON SITE DRAWINGS. AI /rl�i, !f µQ "Ab ,{�M �r,ZN �I j�V E�T �r" `"'�'�� M _ r• I - , SrfEL fL000lIGNT POLES ONLY if SPECIFICALLY SHORAN ON SITE DRAWINGS- ALL RA'VI NGS. _.• a A• + fJ:LL4C. U� - - CJ ---°1'-- -(J-- A CliE1� fh'% 8 N.t•ti ✓ so G r ti tq 8AQ9 - �,. ne • H2a4Kln �uAp 01 AIT'¢ - _ - -- --- SITE PIAN a DE Jo. I� .�r.�_ .' A- - - -- - KINNEY SHOE CORP. - • _ T a 1 i o ♦ �=N r, �'/� �/� ILandscape Sign oFCOnYr --- r -L -- - - - LITE POCK, ARKAN5A5 688 .il � Site ----�- ---- � Ib , MosonrSl 51gn. of Cont'f' -- - `___ _ _ v ti �' 'E : Gc_ 7�c j Ca:� I 51 r: 26AliBC Iron 5 D, Confr: - - - - - �o' �J 8O owa. /BQ `, . v ` ` = r - Q'�J 2) 71 R h E Fin. Cary T Si n of Lon+r MAwly NOV: G J. scAlE: HOTEO DATE:-- --__ - AIME - - - - - - $ 1 _ _ ,,... _ r �_� �:.li/. �,. �•'1 V��JII� �� C. lS��/ II)T Eft Y ,a., r- .. ,rile � ' u � � 15 ASDhdt Paving n O1 CoFOT y �EGr�01� f�lz� C4T�I� �N LOf'(�6C WE O PE�' 18 c�,crete Sign ofCaTLTr - -- COM�IAlAT10N SIDE\VA,LiC (�UTTE2 ! iz6 Po'+In9 s,gnotCont j DATE MEVIfFEON Ido pY S G.A.LC _ 1 L_.n__... ._ _---+Iy�re•r„sws.,�Yi,welm�+�®•••• �� r� t"Il1Ny •. Tt � QI FAQ., ! ZLk= TO I "E'�L W I I V CY-1 L� �I v j�y uj .p B'LD'G TO BE BI LT PtRLLLEL 10 FROdT PROPERTY a SIE 2 5' t� S I �clyT!'IJ (�W�'. POLE � Ili F I Ot f?tQil�•--02 ! gyp' ,•,/ - �a o ! xiSlLrltX 24"6 \ "G' o" HIGH 1kua,G. F�;6l . G - - - I AK TO REMAIN- r / w CONI, Pp FOR QUI 2'0.531 k. 29?.14' _ _ ! EP. SEE � DWG. 1h I FOR VIET I44 gwK *: 908.' ?C --� .G.2B9.S1' 227.63' -T(P 6 • IS GONG. CURB I ! t�NE OF 3 0 30'• 0. ERHANIA SEE DE jAI l HERHON ONE i i 0 IG .TIo 290.�{ liF. i �Y 3 Q 7 j r1;`IV Iki Fi- I% L Q M ASON �� T � U <5 a?_' - - - W v 0, i�.• I,IiJi�� i0 ;�=E, I,�II� FINISH FLOOR ELEV, 289.63 COMB NATIOW 5MEMALK F . S,,� 3 0- I 9 2'6Uj T ER S -u DETAIL w b2 I vSTC 290.26 HEREON I bA' 160' j 25A' � 18.0' - HOA I O �- - - •-ni17 1A E I p 7.(.290. ;0 j �' 2�^.RAJ' `l 1k7 '90 �WdLK.ZB955' '90 I' �Klr-)TluGltlt�Y �c.4 � )Z Y�J. "`.' .., -. - ^ ,� :rr �i0')• ; N I C A . r " - G%! w. ^ , '.J cK G.� :^i� vJ,rr n _ • IGF I _. ...-_._ T- .. �� "Y.F.•� ! � �'Plip '._r._ �' .D - 1 • tT Y u„ ' PROTECTIVE TREATMENT OF ASPHALT)[ CONCRETE PAVEMENT yEMERAL I:mlT ldlS' ALL PROVISIONS OF THE a4XWL CONDITIONS. DIVISION 1, SHALL APPLY TD THIS DIVISION OF THE SPECIFICATIONS E, M INCLW ED. A. THIS CONTRACTOR TT) PERFORM ALL OPERATIONS NECESSARY FOR THE C(APLETE "KOTTCTIVE TREATMENT OF THE ASPHALTIC CONCRETE PAVEMENT. B, THIS SUBCONTRACTOR TO BE RESPONSIBLE FOR THE INSPECTION OF ALL ASPHALTIC CONCRETE PAVEMENT TO RECEIVE SEALER SO AS TD RE ABSOLUTELY CERTAIN TWAT ALL PAVEMENT HAS DEEM: 1. TIGHTLY COMPACTED, WITH NO APPARENT OIL SOAKING. 2. CLEAN FROM ALL SAND. CLAY, GREASE AND OTHER FOREIGN MATTER. 3. SURFACE CURED SUFFICIENTLY, SO TWAT IT IS FREE OF LIGHT OILS AND PRESENTS A WATER-BREAK-iR1E SURFACE. C. AMY UNSATISFACTORY WORK TO BE REPORTED TO THE OWNER'S AGM AND SMALL Of COAREC- TED PRIOR TO THE PLACING Of THE SEALER. 0. PROCEEDING WITH THIS CONTRACT TO CONSTITUTE AN APPROVAL Of THE ASPHALTIC CONCRETE PAVEMENT. 3. MAT • A. JENIITE J-16 TO BE THOROUGHLY STIRRED IN ITS CONTAINER AS RECEIVED, PKETEMRY BY TOWER MIXER OR WITH MORTAR HOE, $O THAT A CREAMY 14WAUNEWS CONSISTENCY OF ALL JENIITE J-16 EN ME CONTAINER IS ASSURED FOR READY APPLICATION. NO AIMM- TENANTS OF AM NATURE SHOULD BE NECESSARY. JESUIT J-16, PRIOR TO USE, MUST BE HANDLED ARID STORED TO PREVENT ANY FREE2IM. 4. /APPLICATION: SMALL BE IN STTRIGB CONFEBNITY WITH MANUFACTURER'S SPECIFICATIONS, GENERAL APPLICATION SPECIFICATIONS INDEX JA. NOTE: MONK TO,START SIX NOWNS AFTER OPENING OF THE STORE, CONTRACTOR TO NOTIFY THE NEW YORK OFFICE Of THE SEIEUI CONTRACTOR TO MAKE NECESSARY ARRANGEMENTS. THIS WORK SNOUID ALSO INCLUDE THE RESTR I►ENO OF PARKING LOT WITH YELLOW PRINT. SCh it '" r -.1�UI I J J I' 'r'� VV �• �i0.0 >ifiL. �'W/Y"c.✓�' I'W�'�1 ?C tk .,moi ItG1 YI. G. f. �' �9 '\ �',:; �PG iTv JI%I� T R_LE v "a .H _ / R / ."eUdLL- . 283.19 . I`•LL•'�I� O73 -__ a .- ;� __ -. ..�.1 15: ASPHALT PAVING 2:15:3.3 (OFF SITE/ A. FURNISH ALL LABOR, MATERIALS, EQUIPMENT AMD SERVICES NECESSARY TO COMPLETE THE INSTALLATION Of THE FOIIOWIMG: 1. CARRY FORWARD ALL MEtESSA1RY LINES AND GRADES FROM STAKES AND BENCH MARK FURNISHED BY THE GENERAL CONTRACTOR, 2, EXCAVATION, HAND TRIMMING, BACKFILL AND COPOWTIOM FOR ALL OFF SITE ASPHALTIC CONCRETE, REAMS, TUCKED EDGES, $WALES, GL/'TER S, EYC.. AS SHOWN ON SITE DRAWINGS, 3• ALL ASPHALTIC CONCRETE PAVEMENT AND MSE TO THE EXTENT AND IN CONFORMANCE WITH THOSE SPECIFICATIONS AS SHOWN ON SITT DRAWINGS FOR ALL DRIVEWAY ENTRANCLS. EASEMENTS, RIGHT OF WAYS. t, FURNI ShE AL:. LABOR, MATERIALS, EQUIPMENT ANG SERVICES ME[ESSARY TO BENCH TE THE INSTALLATION Tt ON Of THE L CLNldlgfi TRAC I. CARRY FORWARD ALL NECESSARY LINES AND GRADES FROM STAKES AND BE NCN IAIRR FlM N151E0 SY THE iE11ERAl CONTRACTOR. 2. EXCAVATION, NAND TRIMMING, BACKFILL AND COMPACTION FOR ALL ON SITE ASPHALTIC CONCRETE. BERMS. TUCKED EOG[S, SWALLS, GUTTERS, ETC., AS SHOWN ON SITE DRAWINGS. 3. FINE GRADE At" ROLL SUB BASE OF ALL AREAS TO BE PAVED. 4. INSTALL WEED CONTROL CHEMICAL ON THE SLUR MSE Of ALL AREAS TO BE PAVED. S. INSTALL AND NOLL SASE MATERIAL INOICATED ON SIT. DRAWINGS, 6. 114STALL AND ROIL BINDER COURSE, T. INSTALL AND POLL WEARING COURSE, SITE 8. INSTALL ASPHAI't CURBS, BERMS, SPILLWAYS,SWLE S, ANO 6•' E 6'-0'• PRECAST COSKRE TE BRNPER CURBING +' SHIOR NR fQUIlPMENT• DRAWINGS. LL :OMMCT I MG. OF SUB MSE, BASE, BINDER COURSE, AND WEARING COURSE I5 10 K ACCtINPI(SHED WITH A TEM TDM. TREE WHEEL ROLLER. 2. ALL ASPHALTIC CONCRETE PAVING MATERIAL IS TO BE PLACED WITH A SELF PROPELLED FINISHING MACHINE SICP_ AS MANU- FACTIREO B`SAABER-GREEN, BLAW KNOT, OR PIONEER. MATERIAL; 1. WE£B CONTROL CHEMICAL AS MANUFACTURED BY U.S.BORAX (MOM000R CLORATE), APPLIED IN ACCORDANCE VI TN THE MANUFA{- TURER'S SPIECIFICAT i OMs. 2. BASE MATERIAL SHALL BE CAUSHEO STONE (UNLESS OTHERWISE SPECIFICALLY IN0I GATED ONSITE DRAWN NGS), fRtF FROM AtL OELETERIOVS SUBSTANCES. 3. BINDER 0411SE SHALL BE NOT ROLLED COURSE, LADED TYPE IIIC, AS LISTED IM "SPECIFICATIONS AMD CONSTRUCTION ME'THOOS" OF THE ASPHALT INSTITUTEf� THIRD EDITION, JUNE 1964• 4. WEARIMOI COURSE TO BEH HOT ROLLED OINK R,ADm TYPE I V A. AS ISTED IN • SPECHLI:AT)NIS AID COWINKnOM tLT/10DA (P M AlIALT INSTITUTE• THIRD EDITION, JUNE HRH. A'-TEPNATE I. IN THE OPINION Of THE SUBCONTRACTOR. A PAVING INSTALLATION OF EQUAL OR BETTER QUALITY CAN BE MADE AT A SUB STANTIAL �AVING IN COST BY USING A DIFFERENT SPECIFICATION. HE SHALL SUBMIT AN ALTERNATE SPECIFICATION AIB PRICE QUOTATION, THROUGH THE JOB MANAGER. TO THE NEW YORK OFFICE OF THE GENERAL CONTRACTOR. ACCEPTANCE Of SUCH ALTERNATES WILL BE MOE IN WRITING BY THE NEW YORK OFFICE OF THE GENERAL CONTRACTOR. WORKMANSHIP: 1, THE FINISHED PAVING FRUST BE FREE FROM COLD JOINTS AND "BIW BATHS". 2. FINISHED j.MDES MUST AGREE WITH THOSE GRADES SMOWM OM SITE DRAWL NGS. CERTIfI TION: �UBCUNTRACTOR SHALL PROVIDE THE NEW YORK OFFICE Of THE GENERAL CONTRACTOR WITH A CERTIFICATE FROM THE ASPHALT CONCRETE SUPPLIER THAT THE MATERIAL SUPPLIED IS IM CONFORMANCE WITH THE MATERIAL AS SHOWN ON SITE DRAWINGS.: GUARANTEE : 1, PROCEEDING W:TH THE INSTALLATION OF PAVEMENT SMALL CONSTITUTE AN UNQUALIFIED ACCEPTANCE BA THE SIA BASE AND BACK FILL BY THIS CONTRACTOR. 2. THE INSTALLED WORK IS SPECIFICALLY GUARANTEED AGAINST CRACKING, MEMLING MP, SETTLEMENT OF SURFACE 00 SCPARA- TION OF THE ASPHALT CONCRETE. 3. AT THE COMPLETION Of THE PAVING INSTALLATION, THE GENERAL CONTRACTOR WILL TAKE FOUR DRILLED CORES 4" OUTSIDE DIAMETER, THROUGH THE DEPTH OF ASPHALT CONCRETE PAVING, THE AVERAGE THICKNESS OF EACH CORE TAKEN WILL Of DETERMHN(D FROM SEVERAL READINGS. THE TOLERANCE ALLOWED FOR THE AVERAGE THICKNESS M EACH COR[ WILL M WITHIN -,' OF THE SPECIFIED THICKNESS. THREE Of THE FOUR CORES MUST FALL WITHIN THIS TOLERANCE IN ORDER THAT THE PAVING BE ACCEPTED FOR REQUIRED MINIMUM THICKNESS, IF LESS THAN THREE CORES MEET THIS CRITERIA THEN AN ADDITIONAL FOUR CORNS OF THE SAME TYPE WILL BE TAKEN AT THE SOLE EXPENSE Of TME PAVING CONTRACTOR. OF THE TOTAL EIGHT CORES TAKEN, FIVE MUST PASS THE 6" TOLERANCE TE ST. IF LESS THAN FIVE CORES PASS, TMEN THE PAVING CONTRACTOR WILL BE REQUIRED TO RETOP THE ENTIRE PAVED AREA WITH A MINI NUM OF 1" TOP COURSE OF DENSE GILDED ASPHALTIC CON- CRETE TO BE MEASURED AFTER COMPACTION, THIS WORK WILL BE PERFORMED AT THE SOLE EXPENSE OF THE PAVING CONTRACTOR 4. RESULTS OF ALL CORE TESTS MUST BE APPROVED BY THE NEW YORK OFFICE OF THE GENERAL CONTRACTOR BEFORE FINAL PAY- MENT WILT BE HV.DE BY THE GENERAL CONTRACTOR. If THE CORE TESTS DO NOT MEET SPECIFICATIONS, THE COSY OF SUCH TESTS WILL BECOME THE RESPONSIBILITY OF THE SUBCONTRACTOR AND WILL 61 DEDUCTED FROM FINAL PAYMENTS. 18, CONCRETE THE CONCRETE SPECIFICATIONS (DRAWING 140. 04-1) SHALL BE CONSIOEKED AS INCLUDED VN THE DIVISION OF THE SPECIFICATIONS. 1:18:3:3 (SITE REi HVKNTS) A. FURNISH ALL. LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO COMPLETE THE INSTALLATION OF THE FOLLOWING: 1. CARRY FftWkRO ALL NECESSARY LINES AND GRADES FROM STAKES AND DEMCH MARK FURNISHED BY THE GENERAL CONTRACTOR. 2. COBCRETE'NETAINING AND/OR SCREENING WALLS, INCLUDING APPURT116ANT FOOTINGS, IF SPECIFICALLY SHOWN ON SITE DRAW- INGS 3 UNDERGROUND VAULTS, BOXES. RACEWAYS AND/OR METEA LINES. If SPECIFICALLY SHOWN ON SITE DRAWINGS. 4. PROVIDE 'UNIT PRICING FOR POSSIBLE PUMPING OF SURFACE OR UNDERGROUND WATER FROM THE SITE AS DIRECTED BY THE JOS MANAGER, TO FACILITATE THE WORK OF THIS TRADE AND THAT Of ALL OTHER TRADES EMPLOYED. ). FOOT NC OR•.IN TILE AND GRAVEL BED, IF SPECIFICALLY SHOWN ON SITE DRAWINCS, •. 8:3 3 (OFF < L rF),; ��N, , A , IRMI"H ALL LABOR. MATERIALS. EQUIPMENT AND SERVICES NECESSARY TO C011►LE TE THE INSTALLATION OP TME FOLLOWING: G%Uif. .f NRWAAG ALL NECESSARY LINE'S AND WADES rROM STAKES AND BENCH MAX FURNISHED BY THE GENERAL CONTRACTOR. ]. EKCAVrT - e0 TRTMP--fit{-EACKF'TI.[ AND L01►ACTton FOR -All OFF SITE CNKRETF CURBS; GMTT1FSe 3EOIC SKS, iWALES,- ETC• A SHOLTI ;N SITE A .WINGS. 3. AIL OFF [ CONCRETE CUROS. GUTTERS, SIDEWALKS, SYALES. ETC.. AS SHOWN ON SITE DRAWINGS - 4, ALL STEEL REQUIRED. - S. AV EXPkNS;JN STRIPS AMG/IRR JOINTS. 6.yALL NECESSARY FORM WORK AND BRACING. ii. SUR BASE, IF SPECIFICALLY SHOWN ON SITE DRAWINGS. 3:ISs3;3 (ON SITE), A. FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSAAY TO COMPLETE THE INSTALLATION OF THE FOLLOWING: 1. CARRY ILKWAAO ALL NECESSARY LINES AND GROES FROM STAKES AND. BENCH MARK FURNISHED BY THE GENERAL CONTRACTOR. 2. EXCAVATE CRN HAND TRIMMING BACKFILL AND COMPACTION FOR ALL ON SITE CONCRETE CUBS, GUTTERS, FLOODLIGHT BASES, PYLON VASEIS), SWALE$. ETL AS SHOWN ON RA SITE DWINGS. EXCESS EXCAVATED MATERIAL IS TO BE DISTRIBUTED AS DIRECTF,U BY THE JOB MANAGER. 3.. ALL CONCRETE FLOODLIGHT BASES AS SHOWN ON SITE DRAWINGS. 4. ALL CONCRETE PYLON AND/OR POLE SIGN BASES AS SHOWN ON THE SITE ORAWIMGS. 5. ALL ONLSITE CONCRETE CURBS, GUTTEAS, STALES, ETC., AS SHOWN 001 SITE DKAWHMGS, IPS D - __ _ --�--- - _ 7. ALL REINFORCING n41EE INEQUURIREOI NTS, lov.1L41v, , O 8. ALL MfIESSARY FORM WORK AND IMAGING. IST ti�%�;�.IdD�VAI.I. CI�1�1�L� /� ��11 4;18:3:3 (BunDIN6) I GQNL• 5Lk 3L96 I, FINE GOADING FOR ALL ON SITE CONCRETE SIOEWtKS. AS SMOWM ON SITE DRAWINGS. BOUGH GRADE TO PLUS DR MINUS 0,.1' I �•�,;V%- PO BE PON[ /Y OTTERS. FILL MATERIAL USED SMALL BE SAME AS OTHER FILL MUTERIAL ON SITE. FIN. FL. ELEV. 288.01' II � �/ nnyye�[[ 'Ip G'F 2. ALL CONCRETE SIDEWALKS, AS SHOW" DN SITE DRAWINGS. GJjL r([ G L '1 -6-on Jr fi% MEET ✓IVEKALI - I{ *' 3. ALL REINFENLCIMC NOSH. AS SNOWM ON SITE DRAWINGS. / 3:10:2:3 (ON s TE'r -- - /+/�I,1y, jIG'e I�Q LI--- r8 II/i �� 8, A. FURNISH AU. LABOR, r EQUIPMENT AND SERV If ES NECESSARY TO COMPLETE THE INSTALLATION OF THE FOLLOWING MATERIALS I...'r ']/ :✓_ Wi:Ir+F W/'D%VJYIO/O GUFF/ �FAL'C'-. W -, i TURN E',Nf O.i1IiV 1 HERS - BASE ! r e L FtIpOC,ONT BASE AIICN011 BOLTS. - � U/,111, L,(•.-, �� n�e ,_ s. p., - 1RiC ' 2. El [ AI. CONDUIT SWEEPS IN FLOODLIGHT RASES. PY EV I i F+ lGI . _ z.. -' _ _.". .t J6 ��J. y . .--: { -__•�J _ 26: PAINTING ' �� _ H�� i � • �Ei3:26:3:3 J"L F 'R I �''L" �� /S� L.-%'j�� THE PAINT Me So"FC IFICAT IONS (DRAWING MO. A-2) SMALL BE CORSIDENED AS INCLUDED IN THIS DIVISION Of THE SPEC Oft CATIONS. `EE �VEK^' - ct� '�I1 2i1� i`,' ` ^ELS;, �a-a/�^•7;Y1 ` ?.: ..��."n:i .:<" -i A. FURNISH A -,L LABOR, MATERIALS. EQUIPMENT AND SERVICES NECESSARY TO COMPLETE THE FOLLOWING: FY 'I { vA21ES a -N7 4 - - - �� NE.:iV'( (�1i HIl'% �!i r. /t I' �r 1 I H .''' ICFY�tr.,;M1•' r/ '?FG-?J.,"%GKE,7 `AP0ib9.dZ-R?OPtler 1, STRIP Jr DF ASPHALT PAVING A$ SHOWN ON SITE DRAWINGS. �Icc owa.N=7E WJ hI. • �' .. ,1 ��% IJ7✓I ' r ' �.SL•�.'�Y, ;, -?SC`.�HE!?F{�' NOTEDF,/�N 2. PA-H:EH; ^F STEEL PYLON(S) AND/OR POLE SIGNS, AS S~ ON SITE DRAWINGS. AI /rl�i, !f µQ "Ab ,{�M �r,ZN �I j�V E�T �r" `"'�'�� M _ r• I - , SrfEL fL000lIGNT POLES ONLY if SPECIFICALLY SHORAN ON SITE DRAWINGS- ALL RA'VI NGS. _.• a A• + fJ:LL4C. U� - - CJ ---°1'-- -(J-- A CliE1� fh'% 8 N.t•ti ✓ so G r ti tq 8AQ9 - �,. ne • H2a4Kln �uAp 01 AIT'¢ - _ - -- --- SITE PIAN a DE Jo. I� .�r.�_ .' 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