SETION 321800 ITUMINOUS ONRETE PVING ND THLETI SURFING PRT 1 GENERL 1.01 GENERL REQUIREMENTS PRT nd DIVISION 1 of PRT re hereby mde prt of this SETION. Exmine ll conditions s they exist t the project prior to submitting bid for the work of this SETION. 1.02 RELTED SETIONS Documents ffecting work of this Section include, but re not necessrily limited to, Generl onditions, Supplementry onditions, nd Sections in Division One of these Specifictions nd the following: 1 Erthwork - Section 31 2000 2 Finish Grding - Section 31 2219 3 Fencing - Section 32 3100 4 Miscellneous Site Improvements - Section 32 3000 5 Soil Preprtion - Section 32 9113 6 Lwns - Section 32 9200 7 Plnting - Section 32 9000 8 Site oncrete Section 32 1313 Unless otherwise specified, bituminous concrete mteril nd workmnship shll comply with the pplicble provisions of the ltest edition Stndrd Specifictions For Highwys nd ridges, Deprtment of Public Works of the ommonwelth of Msschusetts for the items noted herein. This document shll be referred to s The Stndrd Specifictions. 1.03 SUMITTLS Submit the following in ccordnce with the provisions of Section 01 3300 Submittls. Product Dt: Mnufcturer's current ctlogue cuts nd specifictions nd suppliers mteril certifictes for the following: 1 ituminous Mterils: ituminous oncrete se ourse. NEW DOUGLS ELEMENTRY SHOOL ITUMINOUS ONRETE PVING ND THLETI SURFING 321800-1
b c d e f ituminous oncrete Modified Top ourse. ituminous Tck ot. ertifictes: ertifictes tht ech mteril complies with the Specifictions nd Stndrd Specifictions. Test Reports: omposition nd ompction cceptnce Test s required in M3.11.09, Stndrd Specifictions. 2 thletic surfcing: Trck: 1) ourt Ptch inder 2) Tck ot 3) Plexitc inder 4) Rubber Grnules (lck nd Red) 5) Plexitrc oting (Red) 6) Plexiclor Line Pint 7) Plexicolor Pigment 3 Ply court nd plyground thletic surfcing items: Surfce preprtions 1) Plexipve ourt Ptch inder. 2) crylic Resurfcer (1) cot. 3) Fortified Plexipve (3) cots. 4) Plexicolor line pint (2) cots 5) olor chips for ech color. Shop Drwings: 1 Minimum 3/8 scle pln drwing of the re of the High Jump Surfce instlltion showing ll of the loction, dimensions nd reltionships. 1.04 QULIFITIONS/SPEIL REQUIREMENTS The thletic surfcing mterils shll be one mnufcturer's mterils only. The ontrctor shll hve t lest 3 yers experience instlling thletic surfcing mterils. NEW DOUGLS ELEMENTRY SHOOL ITUMINOUS ONRETE PVING ND THLETI SURFING 321800-2
1.05 JO ONDITIONS Wether limittions 1.06 GURNTEE 1 thletic surfcing systems wether limittions re s specified by the mnufcturer. Pving, olor Surfcing nd Pinted Lines 1.07 DEFINITIONS 1 ll pving, color surfcing nd pinted lines shll be gurnteed for period of one yer from finl cceptnce, ginst crcking, peeling, checking or other defect. The ontrctor will repir, recot or otherwise mke stisfctory, ny filed pving, color surfcing or pinted lines t no cost to the Owner. References to Lndscpe rchitect shll men rchitect or the rchitects designted representtive. NEW DOUGLS ELEMENTRY SHOOL ITUMINOUS ONRETE PVING ND THLETI SURFING 321800-3
PRT 2 PRODUTS 2.01 DENSE GRDED RUSHED STONE Refer to Section 31 2000 Erthwork. 2.02 ITUMINOUS ONRETE PEDESTRIN, TRK ND PLY RES ituminous oncrete Pedestrin Pvement, Trck nd Ply ourt nd Plyground Pvement shll be lid in two courses of depths fter rolling, s shown on the Drwings. 1 ituminous oncrete Pving Pedestrin: b c inder ourse shll conform to Section M3 of the Stndrd Specifictions. Top ourse shll conform to the requirements for Dense Mix s specified in Section M3 of the Stndrd Specifictions. Tck cot shll be -5, -10 or -20 pving sphlt cement, pplied t rte of 1/20 gllon per squre yrd or s otherwise indicted. 2 ituminous oncrete Pving Ply ourts nd Plygrounds: inder ourse: Percent y Weight Pssing Squre Opening Sieve Percentge Pssing 1 100 3/4 90-100 3/8 65-80 #4 46-60 #8 35-45 #30 17-29 #200 2-7.. (% of mix) 5.5-7.5 NEW DOUGLS ELEMENTRY SHOOL ITUMINOUS ONRETE PVING ND THLETI SURFING 321800-4
b Top ourse: Percent y Weight Pssing Squre Opening Sieve Percentge Pssing 1/2 100 3/8 90-100 #4 63-78 #8 50-60 #30 25-42 #200 3-8.. (% of mix) 7.5-9.5 2.03 TRK shll be the Plexitrc ccelertor s mnufctured by liforni Products orportion nd distributed by pe nd Islnds Tennis nd Trck, 800-540-3346 or pproved equl Polyresin product. D E F G ourt Ptch inder shll be used to correct ny minor surfce deficiencies in the ituminous oncrete Surfce. Tck ot Plexitc inder (Red) Rubber Grnules (lck bottom lyer, Red top lyer) Plexitrc oting (Red) Plexiclor Line Pint Plexicolor Pigment (to be selected from mnufcturerʼs stndrd colors) 2.04 PLY OURT ND PLYGROUND SURFING ITEMS shll be the PLEXIPVE SYSTEM s mnufctured by liforni Products orportion, mbridge, Msschusetts or The NESO LTEX-ITE SYSTEM distributed by New Englnd Selcoting o., Inc. Hinghm, or Equl. The Plexipve thletic Surfcing Items for ppliction over bituminous concrete surfce re listed below: D Plexipve ourt Ptch inder shll be used to correct ny minor surfce deficiencies in the ituminous oncrete Surfce. Plexiptch. crylic Resurfcer. Fortified Plexipve: olors s shown on the drwings. NEW DOUGLS ELEMENTRY SHOOL ITUMINOUS ONRETE PVING ND THLETI SURFING 321800-5
b Plexipve olor se. Plexichrome. E Plexicolor Line Pint (2) cots per ech line: White. NEW DOUGLS ELEMENTRY SHOOL ITUMINOUS ONRETE PVING ND THLETI SURFING 321800-6
PRT 3 INSTLLTION 3.01 EXMINTION Verifiction: Verify tht bituminous pving hs been completed prior to commencement of work nd tht the surfce hs been grded to llow for plcement of thletic Surfcing. Verify tht ll djcent mterils hve been instlled to llow for the thletic Surfcing. uring: the bituminous pvement shll cure for fourteen dys prior to pplying thletic Surfcing. Notifiction: Notify Lndscpe rchitect of conflicts discovered on the site, or prior work done by others, which would prevent proper instlltion of thletic Surfcing. 3.02 ITUMINOUS INSTLLTION: REFER TO DETILS FOR MTERILS FOR EH PPLITION Instlltion procedures for bituminous concrete pvements shll comply with Stndrd Specifictions, Section 420. Instlltion of bituminous concrete pving shll be s shown on the Drwings nd specified herein. lign bituminous concrete wlks nd ptches s shown on the Drwings. 1 Obtin lndscpe rchitect's pprovl lyout of ll wlks before work is done. Mke djustments s required in the lyout to ensure smooth continuous curves nd stright lines nd trnsitions. D E F G Subgrde preprtion nd instlltion of Grvel se ourse shll be found in Section 31 2000 - ERTHWORK, of these specifictions. Mke ny corrections necessry to subbse course (minor cuts nd fills) furnished nd instlled under Section 31 2000 - ERTHWORK, to bring to the sections nd elevtions shown on the Drwings. Remove loose mteril from compcted grvel bse surfce immeditely before instlling bituminous concrete. Proof roll prepred grvel bse surfce to check for unstble res requiring dditionl compction. Do not begin pving work until deficient grvel bse res hve been properly compcted s specified. onstruct ituminous oncrete Pving in ccordnce with the Stndrd Specifictions Sections 420 nd 460. NEW DOUGLS ELEMENTRY SHOOL ITUMINOUS ONRETE PVING ND THLETI SURFING 321800-7
H No bituminous mteril shll be pplied when the temperture is below 32 F. I J K L M N No vehiculr trffic of ny kind shll be llowed to pss over the newly finished surfce until it hs hd time to set. Twenty-four hours will be considered sufficient time for the pvement to set in most cses, but this period my be extended by the Engineer s required by wether or other resons. The ontrctor shll ensure tht positive dringe occurs on ll wlks, ptches nd court surfces. ll res of finished pving on which wter stnds or which re found excessively uneven shll be promptly brought to the correct grde nd line. There shll be no devition from true surfce plnes represented by the grde elevtions shown on the Drwings. Pvement Edges: The ontrctor shll construct net tmped edge s shown on the Drwings t ll proposed pvement edges not butting verticl fces of djcent structures or pvements. New pving shll be well blended into djoining existing pving nd thoroughly rolled to present continuous uniform surfce without perceptible rises or depressions t the jointure. The bituminous pvement shll cure for fourteen dys prior to pplying the olor Surfcing or Line Pint. Do ny repir or ptching to pvements outside the project site dmged by the work of the ontrct. ll cuts in existing pvement shll be "sw cut". 3.03 TK OT pply to contct surfces of existing or previously constructed sphlt or portlnd cement concrete nd surfces butting or projecting into bituminous concrete pvement. Distribute t rte of 0.30 to 0.35 gllons per squre yrd of surfce or greter to provide complete coverge. 1 pply tck cot to verticl surfce of ll sw cut existing bituminous concrete. llow to dry or until t proper condition to receive pving. 3.04 PPLITION OF TRK SURFES ND LINES Trck surfcing nd lines shll be pplied in strict conformnce with the mnufcturer's specifictions nd requirements nd s specified herein. ituminous Pving Surfce Preprtion: Preprtion for res requiring thletic surfcing shll be clened before instlltion of ech of these items s follows: NEW DOUGLS ELEMENTRY SHOOL ITUMINOUS ONRETE PVING ND THLETI SURFING 321800-8
1 ll dirt, snd, dust nd other loose debris mterils nd grese, oils nd other foreign mterils shll be clened from the pved res to be covered by sweeping with brooms nd pressure wshing with wter nd or other methods s pplicble. 2 Prior to the ppliction of surfcing mterils, the entire surfce shll be checked nd ll minor depressions or irregulrities locted. 3 The surfce shll then be flooded nd ny depressions covering nickel shll be locted nd corrected s follows: b The ourt Ptch inder shll be pplied over ll these depressions ccording to the mnufcturer's instructions. The finished ptching surfce shll not vry more thn 1/8 inch in 10 feet mesured in ny direction nd shll blend smoothly with djcent unptched res. D pply Primer ot of P-4125 over the entire surfce t rte of.04 gl./sy. llow to dry thoroughly. Trck Surfce shll be pplied to chieve dense uniform surfce of not less thn the specified thickness in not less thn three lyers. 1 lck Grnules: 3/8 thickness, 10.5 lbs./sy, Plexitrc inder:.60 gl./sy. 2 Red Grnules: 1/8 thickness, 5.0 lbs./dy, Plexitrc inder:.21 gl./sy. 3 dd 5 gllons of Plexicolor Pigment to ech 55 gllon drum of Plexitrc inder on the finl spry cot ccording to the mnufcturerʼs specifictions. E F Plexitrc oting top cot shll be pplied t rte of.10 gllons per squre yrd ccording to the mnufcturerʼs specifictions. pply Plexicolor line pint to meet ll rules nd regultions of the locl trck federtion nd s pproved on the shop drwings. 3.05 PPLITION OF PLY OURT ND PLYGROUND SURFING ND LINES Surfcing nd lines shll be pplied in strict conformnce with the mnufcturer's specifictions nd requirements nd s specified herein. ituminous Pving Surfce Preprtion: Preprtion for res requiring thletic surfcing shll be clened before instlltion of ech of these items s follows: 1 ll dirt, snd, dust nd other loose debris mterils nd grese, oils nd other foreign mterils shll be clened from the pved res to be NEW DOUGLS ELEMENTRY SHOOL ITUMINOUS ONRETE PVING ND THLETI SURFING 321800-9
covered by sweeping with brooms nd pressure wshing with wter nd or other methods s pplicble. 2 Prior to the ppliction of surfcing mterils, the entire surfce shll be checked nd ll minor depressions or irregulrities locted. 3 The surfce shll then be flooded nd ny depressions covering nickel shll be locted nd corrected s follows: b The ourt Ptch inder shll be pplied over ll these depressions ccording to the mnufcturer's instructions. The finished ptching surfce shll not vry more thn 2% inch in 10 feet mesured in ny direction nd shll blend smoothly with djcent unptched res. D E Surfce ourse Preprtion: pply (1) ppliction of crylic Resurfcer per mnufcturerʼs specifictions. Fortified Plexipve: pply (3) cots s per mnufcturerʼs specifictions. Plexicolor Line Pint: pply (2) cots s per mnufcturerʼs specifictions. END OF SETION NEW DOUGLS ELEMENTRY SHOOL ITUMINOUS ONRETE PVING ND THLETI SURFING 321800-10