|
I �
<br /> ONOMMUMFMMM MMMIEWMIM 10111111011111111111111111111111111111
<br /> I 11
<br /> ..
<br /> i
<br /> ;
<br /> PART2 PRODUCTS C. Storrin sewer pipe shall beset Ili Class B bedding. Class B bedding shall consistof abed ofASTM C33, Size No 67 crushed stone or 1.03 Submittals I REVISIONS
<br /> ; __�-_1-I___-__--_______,_.___
<br /> fractured face aggregate having a thickness of at least 6 inches below the botforn of the pipe and extending up around the pipe fora depth D Forn�i ties for concrete wet k exposed in the finished Work shat be stainless steel or galvanized twisted-wire with integral pull cone, : NJ I N : NJ
<br /> I
<br /> 2,01 Pipe Materials designed to break a mininnurn of 1 inch back from the face of the wall, sirnilar to products of Gates Forrning Systems I _J � ___1 __J
<br /> I
<br /> of riot less than 30 percent of its outside diar-rieter, The layer of bedding material shall be shaped to'it tire conduit for at least 1 0 percent of A Mix Design arid Product Data for the asphaltic concrete materials arid sealcoat ri-iaterials to be utilized I (D i
<br /> the diameter of the conduit arid shall have recesses shaped to receive the bell of bell-and-spigot pipe. ______I_110�: _0 "I'll,_-1
<br /> A. Sanitary Sewer Pipe: PAR F3 EXECUTION I
<br /> 1.04 Regulatory Requirements � � �
<br /> i ,X) I _0
<br /> D, All pipe trenches shall be backfilled in accordance with Section 02300 Earthwork. 7 - � ,,�?
<br /> j - - 6
<br /> 1. Sanitary sewer pipe shall be polyvinyl chloride(PVC) pipe of the integral wall bell and spigot type with elastomenc sealjoints and A Verify lines. levels and centers beloie proceeding with formwork I k- 10 (3-),
<br /> I n _ - ,- � (1)
<br /> -exceeding all of the iecuirerrients set forth in ASTM D-3034 E. -The Contiactor shall be responsible for protecting all storm sewers and drainage structures frorn dannage due to construction -Transportation specifications except as amended modified, or supplemented herein. � D 4 �C) I �b
<br /> smooth inner walls n-reeting or A The Welk performed under this Section shall comply with all the iecuirery ents of the latest edition of the applicable State Departnuent of
<br /> 11 All forms shall be. properly braced and fled to prevent movement arid misalignment vlaxin-win deviation liorn honzonlal and veltical � I
<br /> equiprinent and weather. I � I
<br /> �
<br /> 2. The pipe shall have -ninimuni cell classification of 12454-B or 12454 C and a rrininum tensile stiength of 34.50 MPa as defined in lilies of finished concrete shall be 1/4 nches in 10 feet I 0 -_ ---,-----.--�,�''-,-''--,.,---���.�",
<br /> AS I M D-1 784, 1.05 Quality Assurance Z r)" T
<br /> .,-
<br /> 3.02 Construction of Catch Basins and Manholes U) �
<br /> I i
<br /> I
<br /> C Charrifer strips shall be placed at all edges arid comets exposed in the finished work and at other loc�.-ihons as called forron the 0 U : �
<br /> I
<br /> g I -nent or misalignment dunng concrete pouring. ! (Y
<br /> 1 PVC sanitaiy sewer pipe shall have a rninimum pipe stiffness of 46 psi for each diarrieter when measured at 5 percent vertical ring A All precast bases shall be placed on a 6 inch bed of No 67 crushed stone of,fractured face aggregate conforming to ASTM C33. & The Owner shall provide arid pay for under separate contract the services of a qualVied. independent testing laboratory to insure that Diawin(s. Chamfer strips shall be adequately supported to prevent any displacei � �__ :
<br /> I !
<br /> -M D-2412 ; CL Z I I
<br /> deflection and tested in accordance with AST the asphaltic concrete rnix designs and in-place densities arid thicknesses of binder, surface courses, arid other related work are in I
<br /> compliance with all the pnovisions of the specifications I < __ I
<br /> B, Bottorn channels shall be formed to the crown of the outlet pipe with concrete in all rnanholes. D. Joints in the concrete shall be located and constiucted as detailed on the Drawings All joint inserts shall be adequately supported to � U) 0 CE 9 1
<br /> 4. f-he rininirnum wall thickness shall conform to SDIR-35 Type 13SM as specified in ASTM D-3034. The date of manufacture class of prevent any displacement or misalignment during concrete pouring Additional construction joints may be permitted provided that the join i LJ IM 0 C/) � I
<br /> is i
<br /> I I
<br /> B. Reference Standards properly formed and roinfoiced Delails of proposed joints shall be submitted to the Project Manager for approval innor to incorporating I �- __I W i
<br /> pipe specification designation. size of pipe, nan-)e or tiademaik of manufactuier, and identification of plan/location shall be legibly marked C All iff holes on all precast elernents shall be completely filled with an approved biturnaslic material. All joints between all precast I U) — i I
<br /> into the wet k > I ;
<br /> � < LL1 11i ILU Ld i
<br /> oil the outside of each sanitary pipe section Ili accordance with [Ile ASTM D-3034. elements shall be made with an approved biturnastic material or an approved rubber gasket. 1. Some products arid execution are specified in this Section by reference to published specifications of standards of the following I _J Z :I,- Z_ I
<br /> [
<br /> B. Sanitat (with respective abbreviation used) - C) _J � I I
<br /> E,All anchor bolts, pipe sleeves angle and channel nosings. cast ron arid steel inserts, etc shall be located as called foron Drawings or -) k
<br /> -y sewer cipejoints shall be flexible gasketed joints of the complession type so that when assembled the gasket inside the bell D. Castings shall be set in a full bed of Portland cement mortar, � 0- < ( 0 i
<br /> ;
<br /> � — I
<br /> -acially on the pipe spigot to forin a watertight seal. The gaskets sealing thejoint shall be made of rubberof special as otherwise required, arid shall be adequately supported to prevent displacernent or rnisaliginnient during concrete pouring Support of � o6 a- I W < F.I.- I
<br /> wffl be compressed i J UJ
<br /> I I
<br /> !
<br /> I
<br /> :
<br /> nanent seal and shall be the product of a manufacturer having at least five E. Excavation and backfill shall be as specified herein. embecirnents to foirriwork shall be by bolted connection or other method approved by the Owner Positioning arid Support by nailing shall � U) -- CK, �__ � I
<br /> cornposition having a texture to assure a watertight arid penry a The American Society for Testing wild Materials(ASTM) , (/) [-- ____ U) �
<br /> years'experience in the manufactuner of rubber gaskets for pipe joints. The gasket shall be a continuous ring of flexible joint rubber of a not be acceptable <� I I
<br /> PART 2 PRODUCTS � W LLJ D_ LU LIJ I
<br /> cornposition and texture which is resistant to corni-non ingredients of sewage, industrial Wastes and groundwater, and which will endure 3 03 Oil Separator Installation _J .. C/) E .5 I
<br /> permanently under the conditions likely to be irriposed by this service, The gasket shall conform to the requirements ofASTM F-477. 2 01 Asphaltic Concrete Binder Course F. The inside of the forms shall he coated with paiting compound print-to placing reinfoicing steel M C) (-) l__ 7- () i �
<br /> 0- o LLI c I� �
<br /> ,� I
<br /> A Oil separator installation shall be Ili accordance with the rnanufacturer's pnnted instructions. The following requirements shall be . I < > C-K b CL ' 0 )� - 1 i-,
<br /> G All 'orn-work shall ernam in place following concrete pouring to allow concrete to achieve proper sh-ength prior to removal Forn-Twork I (,) LL.1 () Lij - irI, ._u
<br /> :D Z ' _ W 1 co
<br /> C. Sanitary sewer pipe fittings shall be manufactured fittings made of PVC plastic having a cell classification of 12454-B or 12454-C as considered as mimmurns If they differ frorn the manufacturer's Instructions the more stringent requirements shall apply. A,Asphaltic concrete binder course shall confoirn to the respective State Department of Fransportation specifications - ... C) 1-1 I
<br /> defined in AS FM D-1 784. shall be nennoved from the work in accordance with the forrn removal requirements stij-.)ulated under C,uring in Section 03300 0 (_-) - 7,7 (j) E (.!) H3 a.
<br /> Z 19- i
<br /> . i:2
<br /> B. -The bottom of the excavation shall be covered with granular backfill materials as specified herein to a minimurn depth of one foot, 0 e� C� __
<br /> 2.02 Asphaltic Concrete Surface Couise Z Z Z 0 0 �
<br /> Z 0 (-) UJ j i 10�
<br /> PART 3 EXECUTION suitably graded and leveled. H All joints keys arid channfeis shall be clear cut arid uniforin thioughout the length Keyways are to I.-.)e clear of all debi'Is excess � Lii .., I LL LU
<br /> i
<br /> I
<br /> D
<br /> itter prior to the constnuction of adjacent concre,te work i ( - " �'
<br /> concrete of any other,foreign n-)� 0 (D ::) P-
<br /> I _5 C
<br /> 'r� 0 37 vi , (-f) I-
<br /> 3 01 Instailation of Pipes -ete surface course shall conform to applicable slate DOT specifications I _3 cj� < .- 0 " :(J)
<br /> A Asphaltic conci 7i K Z �
<br /> -
<br /> preSSUne shall be 5 PSIG� i � CK- -_ C�) I-3
<br /> C, Just prior to installation an above ground air test shall be performed while a soap solution is applied to al weld seams. Maxilrlun'l air SEC...FION 03200 - CONCRETE REINFORCEMENT i —) ; U) :D Cr- (D _J LI) I
<br /> :
<br /> A All tiench excavations shall be performed in strict accordance with Section 02300 Earthwork. B. Course aggregate shall be crushed stone. PAR-1- 1 GENERAL, 1 CL - M 0 W (D ,__J C) 1 <I <,�! ,
<br /> i <_ 1� <,� �",(,
<br /> TTie separator shall be filled with clean water as soon as possible after placement in the excavation 2.03 Sealcoat I 0 1 1 1 P r pop J 1 �, mom -�
<br /> D, �] -�J "'
<br /> B Pipe tienches shall be excavated to the ines and grades shown oil the Drawings Depth of trench shall be as required to provide for 1.01 Scope ofVVork I LO CD LO 0 N- CD ,v- (�
<br /> 1 N -,I- (0 �,- r-- Ln 0 00
<br /> the.specified bedding rinaterials E Metal or plastic thread or flange protectors shOUld be removed from the unused openings and pipe plugs installed. Pipe PlUgS and blind A. Sealcoat shall be advanced formula J-16 pavement sealer with AFR plus additive as manufactured by Maintenance. Inc., Wooster A Under this Section of the Specific,alions the Contractor shall provide all labor. matenals tools arid equipment necessary to complete a (10 (0 (D CC) (D (0 (.0 (0
<br /> flanges(shipped installed in the separator)should be rernoved frol-n unused openings arid reinsteriled with properjoint cornpound or Ohio (1-800 892-6701), or an approved equal concrete reinforcement in accordance with the Drawings and Speci'icafions 7- lIZ-1 T_ IT- T- T_ T_ IV—
<br /> C. Sanitary sewer pipe bedding shall [-.)(, No. 8 c.nushed stone of-fractured face aggregate conforming to ASTM C33, The thickness shall be gaskets, �
<br /> I
<br /> at least 6 Inches below the bottorn of the pipe and extending up around the pipe for a depth of not less than 30 percent of its outside i
<br /> diameter T lie layer of bedding material shall be shaped to fit the concluit for at least I 0 percent of the diameter of the conduit arid shall SECTION 02720 - UNBOUND BASE COURSES PART 3 EXECU TION 1 02 Regulatory Requirernetils I
<br /> I
<br /> -iaped to receive the bell of bell-and-spigot pipe PARr 'l GENERAL 3 01 Base Preparation �
<br /> have recesses sl I P__�----------------�.------------.---------
<br /> :
<br /> A All reinforcing shall be detailed, 4abricated and installed in accordance with the Manual of Standard Practice for Reinforced Concrete :
<br /> I
<br /> D. After the sanitary sewer pilDe is positioned, No. 8 crushed stone or No 8 fractured face aggregate conforming to ASTIM C33 shall be 1.01 Scope of Work Construction of the Concrete Reinforcing Steel Institute ICRSI 63"Recommended Practice for Placing Reinforcing Bars"and CRSI 65 1
<br /> 1 � I
<br /> Recor,-mended Practice for-Placing Bar Supports, Speru�ications arid NomenclatLifle'') an(] [he Manual of Standard F'ractice for Detailing I
<br /> I
<br /> cneter). This material shall be shovel the aggregate base course. the Contractor shall proof roll the base course with approved equipment and ally Unsatisfactoiy areas shall be Reinforced Conctete Structuies of the American C,oncrcte Institute (ACI). unjoss otherwise specified on the Drawings i
<br /> placed around the sides of the pipe up to the sides of the pipe to the springline(112 the Outside dial A If adverse weather or a significant aniount of tinrie. in the opinion of the Owner or testing laboratory, has elapsed since the installation of
<br /> :
<br /> ;
<br /> sliced or Otherwise carefully placed arid "walked"or hand tamped in to ensure compaction of the haunch area arid complete filling of all A Under this Section of the Specifications, the Contractor shall provide all labor, tools, materials. and equipment required to complete the removed Those areas shall then be replaced with the specified material. recornpacted arid retested prior to the con-11"ce'ncement ofriaving :
<br /> I
<br /> voids. From the spiingline to 12 inches above the crown of the pipe. bedding shall be added in 6 lifts"walked"In for cornpaction. following items of work in accordance witli the Bit awings arid Specifications at no additional cost to Owner I
<br /> 1,03 Quality Assurance i
<br /> 1 Q
<br /> 7-
<br /> E Sanitary sewer pipe joints shall be assernbled In accordance with the pipe manufacturer's recomi-nendation and ASTM D-3212, 1. Geotextile beneath aggregate base, 3.02 Installation of Asphaltic Concrete Pavernent A, Relcuence Standards � ,.
<br /> �
<br /> ! __J
<br /> I
<br /> F, All field cutting of sanitary sewei-pipe shall be done in a neat, trinn manner using a hand or power saw, arid the cut end shall be beveled 2, Aggregate base Linder flexible and rigid pavernents. A, Apply a prinne coat of.35 gallon per squat a yatd of MC-30 or MC-70 to the surface of the aggregate base course. (Prime coat ornitted 1 Materials shall be in accordance witli the latest edition of the al--)r,)Iicable provisions of the An,)encan Society for Festing Maj�enals I _J
<br /> using a file or wheel to produce a snnooth bevel of approximately 1 5 degrees and be a minifnUm depth of one-third the pipe wall thickness. if asphalt is 4 inches-i- ) � I-L
<br /> Field cut ppe will only be allowed to be installed at manholes: at prefabricated tees and wyes. and at the connection of new sanitary sewer 1.02 General Requirements (ASTM)
<br /> to existing sanitary sewei. : -\/-
<br /> B Apply a tack coat of er-riulsi'ied asphalt to all vertical contact Surfaces of existing pavement, n-ranholes, catch basins cut bs and all PART 2 PRODUCTS i 0
<br /> A -The Cori ti,actor shall visit the site, inform himself of the conditions, arid inake his own estin,iates of the,facilities and dIffiCUlties attending other contact surfaces prior to paving. Tack co,at shall not be appred cut ing wet or cold weather. alter sunset. or to a Wet SUr-face. <
<br /> G All pipe trenches shall be backFilled. after inspection by the local approval authorities, with rnechanically compacted materials as the execution of the work prior to submitting his bid. � C/) M
<br /> specified in Section 02300 2.01 Materials �
<br /> C. See pavennent details on the Drawings for compacted thickness of asphaltic binder course arid asphaltic surface course of various i 0
<br /> 1.03 Submittals pavennent types � 0 05
<br /> 1-1, The Conliactor shall be responsible for piotecting all sanitary sewers arid appurtenant sti uctunes from darnage due to construction A All reinfoicernent lDais shall conforni to the AS I'M A61 5, 'Defer med and Plain Billet Steel Bars for Concrete Reinfoicement"Grade 60 1 T_ 0
<br /> �
<br /> I
<br /> equipment. A, J he Contractor shall subinit in accordance with Section 01 300. data sheets for-geotextile fabric(s)and aggregate gradation and 3 03 Cornpaction of Asphaltic Coiiciete Pavement B,All welded wire fabric shall conforin to the ASTM Al 85, "Welded Steel Wit e Fabi ic'or Concrete Reinforcei-iont" Only"tat sheets of I I.- 7-
<br /> durability tests reports for aggregate base course, i LJJ
<br /> 3 02 Construction Of Manholes welded wire fabric shall be used Polls are not pon-nitted 1 2i (3 T
<br /> A. Coinpaciron of asphaltic concrete shall be Ili accordance with the requirements of the applicable DOT SUbject to the following limitations : 0
<br /> B No less than five days prior to the placement of aggregate base under paveinents or granular base course under floor slabs the arid additional reqUil-errients, I Z
<br /> I 06
<br /> I .-
<br /> A, All precast bases shall be placed on a 6 inch bed of xjlo� 8 crushed stone or-fractured face aggregate confonming to ASTM C33. C,ontractor shall submit to the testing laboratory for appropriate testing arid approval a 50 pound sample of the proposed granular material. C. Welded wire fabric shall be supported by high chair mesh supports with plates as nianufactuied by Dayton Superior, or approved equ; i Z (J)
<br /> High chairs shall be CIT`\SI Class 3 bright steel or galvanized wire. Size shall be selected such that wire fabinc placeinent is at the center of � (/) (3 a: Lu 75,
<br /> I � __J e-"
<br /> :
<br /> -rined to tire crown of the outlet pipe with concrete in all manholes. C No material shall be placed until samples have been reviewed by the testing laboratory for general conformance with the Contract rolling shall be performed with a steel-wheoled tandenn roller steel three-whc_-�eled roller or vibratory roller. Inierrinedrate rolling shall be � z C) C(- Ll I
<br /> B, Bottom channels shall be for B. The nurnber of rollers furnished shall be sufficient to obtain the required cornpaction while'the MiXtUre is in a workable condition Initial the slab
<br /> Docurnents and approved for use or)this project , peiformed with pneumatic tire rollers In no case shall initial rolling be delayed to permit the same pneumatic roller to perfoti-n both initial D Ili addifloin to welded wire fal-mc. ail c,oncrete slabs shall also be ieinfotced with fiberinesh I < _ [-.,- 0 �-- [,- Z
<br /> It-All lift holes on all precast elements shall be cornple[eiy filled with an approved biturnastic material. All joints between all precast T C�f < � - y') LU (-)
<br /> -nnediate rolling. Final rolling shall be performed using either two-wheel or-three-wheel tandenr)type rollers weighing riot less (ban _ 9_� CL F (D '��: _J 1-1
<br /> LIJ �_> _ IM (_1)
<br /> 1�
<br /> -nal or an approved rubber gasket. 1) The Conti-actor shall notify the testing laboratory and Ownei, Ili writing, five days prior to placement Of unbound base COUrses. The 1 0 tons. Final rolling shall elirninate all nnarks fron-i previous i alling, PART 3 EXECUTION i �..... �, o6 Z
<br /> elements shall be made with an approved bitumastic mate and Intel
<br /> notice shall state the equipment to be used, the date arid fit-Tie that operations will start. arid the naine of the person who will be Ili charge of (1) < ��
<br /> < __J D-1, �,)I
<br /> LU 11 -
<br /> -fland cernent mortar, the operations in the field. If wet k is interrupted, the Contractor shall notify the testing laboratory 24 hOUrS prior to the resumption of work. C. Ili at eas too difficult for the access of a i oller, a vibrating plate cornpactor or a hand tamper shall be used to achieve the specified 3.01 Installation ol, Reinforcing Bats "4 0 �- I,.- c) J i �: cD
<br /> D Casting shall be set in a full bed of Pot -5 < 0 M ,
<br /> - cj� Z - > D o6 3 , ...
<br /> .ified in Section 02300. 1.04 Regulatory Requirements � L�
<br /> E, Excavation arid backfill shall be as spe( compaction. lr;m_ F < ,_"5 ") ,,, �:� ,,
<br /> 'N (�,
<br /> j C) W F_ M -1, (-) ;�� 't �0
<br /> A Horizontal reiriforcing bars shall be supported over earth or forms on protected metal(galvanized. plastic. slainless steel)spacers. I < 0 .- Ck 1-1 cl)
<br /> - .- LIJ ( LJ.J ") ,,
<br /> ate that the chains, bolsters and ties in accordance with CRSI and ACI Bricks rocks,wood. etc.w0 riot be pen-nitted, (/) Z �- _) Z (y �_ �,o, --t Z
<br /> SECTION 02600 - DRAINAGE & CONTAINMENT D. Compaction of ifis greater Irian 3 inches compacted thickness will be peri-nitted only if the Contractor can demonstr W N LJJ C) ', i,
<br /> C_` < �_,� �1 ";
<br /> A Aggregate Base Course work shall comply with all the reqUirennents of the latest edition of fine applicable State Department of equipment and methods to be employed will produce thedesired degree of cornpaction : cr� >< 0 _ Z i__ _1 I-
<br /> __
<br /> PART 1 GENERAL Transportation specifications. except as amended, modified, or supplemented henein. Methods of measurernent arid basis of payment shall : < W _-D , 6 in I 1, ';I
<br /> - - -1
<br /> riot apply since all work is covered under the Contract LUrnp Sum B -The rninimurn concrete cover. unless noted othe,nx/ise on the Dra,,vings. shall be as follows i m (D 0 li- Lli C) !�: ,�L; C-1 1, 1, ,
<br /> < L-I 0 X
<br /> 1.01 Scope or Work E, The completed asphaltic concrete paving shall have a density equal to or gf eater than 98 percent(Marshall Design Method ASTM 1559 � � I I i I P � n ,,� d _L 'r
<br /> : __ LO 11 D_ J_
<br /> 50 Blows)or 99 percent of control strip density. The surface of the completed pavement shall be checked longitudinally arid transversely 1� Thi ee inches when concrete is placed directly against earth !I ,%-- M \T (10 0 N-- 0
<br /> A Under this Section of the Specifications the Contractor shall lurnish all equipment, n-atei ials. labor arid services required to complete 1 05 Quality Assurance for snioothness with a 10'cot straight edge The surface shall not vary more than 1/8 inch Ili 10 feet. 1 LO LO LO LO (0 ,r- C\J
<br /> 2 'Two inches when formed conciete is exposed to weather or ea i th 0 0 0 0 0 T-- ,T-
<br /> arid shall complete all site drainage work it) accordance with the 1)rawings and Slpeciflcations� A. The Owner shall provide arid pay for, under separate contract. the services of a qualified, independent testing laboratory to 11SUre that 3.04 -rhickness Control for Asphaltic Concrete Pavement
<br /> -place densities, thickness of course(s), arid other related work are in compliance with all the � ,'r- V_ T-1 T- T_ T_ X1_
<br /> all unbound base course gradations, In � N 0
<br /> 1 Sforin sewers, 3 Three-quarteis inch for general construction i Z
<br /> 2. Culverts. provisions of the specifications. A It is the Intent that the asphaltic concrete pavennent shall be constructed to the con,ipacted thickness shown on the Diawings I 0 _
<br /> 1
<br /> 3 Under diains. B Reference Standards. � as defined in ACI 318-99 unless noted othervvise on the Drawings �
<br /> - Thickness deterininations cons,sting of cores at least 2 inches in diameter will be made at such points as the Owner or testing lab n ay C Field lapped splices shall conforni to Class"B"splices, I- , - - -___ --____- - ______- -____ -
<br /> ,� ,,,
<br /> asins. � ,y_� . "', r1111 , a
<br /> 4. Catch b select The thicImess shall be deerried acceptable if the average thickness is equal to or greater than the specified cornpacted thickness : ?" 4 f"", I�, ,� I. I
<br /> � v 1,;, 'k ,,�......6 ,
<br /> � , "I 1%I '111o�11_111 )
<br /> ,
<br /> b Manholes � 'I, ?� 'i,I,"'N'I P
<br /> 1�
<br /> 1 Some products and execution are specified in this Section by refeience to published specifications or standards of the following (with and no single thickness deten-nination is more than 1/4 inch less than the specified thickness. 0 Lap bars shall be provided at coineis arid abrupt changes Ili direction of walls arid footings � 1�1,'i � � � , , � ,
<br /> , i � �,� , _--111"�` , P Z
<br /> 6 Oil/Water separators -aviation used)� �, I,-�,�,,�1���,� "",�,i I L
<br /> , I, ",� ,
<br /> respective abbi I 1� ,
<br /> �
<br /> 7� Grouted Stone Riprap 1 \A/hen an individual thickness deter minaflon is triore than 112 inch greater than the specified thickness. it shall be considered the E. Reinforcing in strip footings shall be continlJOUS through all C011-Inin footings(or s,pliced to colun-in footing reinforcing)and around all :
<br /> :
<br /> a. The Amer loan Society tor Jestim and Materials(AS TM) specified thickness plus 1/2 inch Ili deteirnining the average thickness. corners Intersections. arid steps i ,"\����, �, I/i, ?0 I l') 0 EE
<br /> 1,02 General Requirencents ,) I , ,�11 W
<br /> . ;
<br /> 2 Pavement areas of deficient thickness,which are accepted icy the Owner under the provisions ofArticle 1.16 Detective Work or F. Placement of reinforcing steel shall be approved by lhe Project Manager prior to placement of concrete I , �,
<br /> PART 2 PRODUCTS , I , UJ
<br /> Materials of the General Conditions, shall riot be taken into account in calculating the.average thickness of the remaining pavernont : II-11 N\ �,-, 1, ,,�
<br /> A The Contractor shall visit the site, pi ior to su or nitting his bid, inform himself of the conditions arid make his own estimates of the I I'll _�,1,I �\�
<br /> " ,
<br /> -nents found to be greater than 114 Inch less than the specified thickness shall be considered non-conforming G, For ieinfoucernent of concrete joints ;-ef(,,,r to Sec,tion 03 150 ,��,-6, �I I I r,�:�,'�V,J r IIA"_�il
<br /> area B. Area of paver (I[11,11 0 i\1�11A� I%
<br /> facilities arid difficulties attendim the execution of the work. , , I Z
<br /> g 2.01 G,eotextile Beneath Aggregate Base and subject to the provisions of General Conditions,Article 1,16 Defective Work or Materials. Corrective work shall be performed � "I —
<br /> :
<br /> ; (f)
<br /> A. Geotextile fabric for use beneath aggregate base for pavements shall be Mirafi as manufactured by Mirafj, Inc. Charlotte, North as directed by the Owner at lie additional cost to tlie Owner. 3.02 Installation of Welded Vvire Fabric I um (5
<br /> B The Conti actor shall be responsible for avoidance, arid cleanup of street spillage arid tracking to the satisfaction of the local arid state 49
<br /> authonties. Carolina. �__ 25: Z
<br /> 3,05 Sealcoat A Welded wire fabric field splices shall riot be less than two spacings of(,,,ross wires, or 6 inches whichever is gieater � Z UJ
<br /> I UJ �_
<br /> C -The right to make any inspections deerned necessary at the source of supply, and during preparation of any material used Ili this work, 2.02 Aggregate Base Course (under pavements) I 0 W
<br /> is reserved A, Sealcoat shall be applied on the asphalfic concrete pavement where indicated on the Diawings. See site Drawings B Welded wire fabric sheets shall be SLApported OrI SUPpOltS spaced one per 4 square feet of fabric area 1 UJ P U.)
<br /> UJ >_
<br /> S, SECTION 03300 - CAST-d N,-PLACE CONCRETE ; UJ W C0
<br /> A. Aggregate base shall consist of new, nriported, crushed stone confoinning to the applicable State Departrinent of Transportation B. Sealcoat shall be applied Ili three(.,.oats in accoidance with the printed Maintenance, Inc. application specification � �e
<br /> D Fhe,Contractor shall obtain arid pay for all permits. tests, inspections. (,,to. required by agencies that have jurisdiction over the project, specifications, i W 0 (.) cf.) 44 , 00,
<br /> All Welk shall be executed and inspected in accordance with all local and state codes, rules, ordinances, or regulations pertaining to the PART 'l GENERAL I (r 0
<br /> C Fhe first two coats shall riclude sarid, the third coat shall include AFR Plus Additive. I 0 X Z 4�
<br /> �
<br /> particular type of work involved. Should any changes in the Contiact Drawings and Specifications be required to conform to such PART 3 EXECU FION ; ILLI Z
<br /> :
<br /> 1.01 Scope of Work i 0 0
<br /> ordinances, notify the Owner at the tirne of submitting bid After entering into the contuact, the Contuactor shall be held responsible for the SECTION 03100 .- CONCRETE FORMWORK I U_ C/) �__]
<br /> conilpletion of all work necessary for a complete and approved installation WithOUt extra expense to the Owner. This Contractor shall 3.01 Pavement SUbgrade Preparation I 2E T UJ i
<br /> I 0 i
<br /> ;
<br /> pi spare any supplementary detailed diagrams or di PARTI GENERAL A Under this Section of the Specificalrons the Contractor shall ptovide all label-. rr�)aterlals. tools arid equipi-ient necessary to complete fl- I R K W U) ":-D I
<br /> -awings which may be required by any local or state authority. I i
<br /> I
<br /> following tenns of work in accordance with the Drawings arid Specifical:ions i 0 W (.) _ I .
<br /> A. The Conti-actor shall proof roll the entire subgrade area which is to be paved with a fUlly-loaded tandern dUrl"ja truck grossing at least 24 1,0 1 Scope of Wet k : ,D ILL
<br /> i 1
<br /> 1.03 Regulatory Requirements tons a fully-loaded single axle dump truck grossing at least 1 5 tons, or other approved equipment before application of base course This I 111. W < I
<br /> 1. Foundations arid piers I (D 0 :
<br /> I -
<br /> proof rolling shall be observed by a testing laboratory representative. Areas found to be unsatisfactory by the testing laboratory A, Under this Section of the Specifications the Contraclor shall provide all labor. rnatenals tools arid equipment necessary to complete the � LLJ UJ _J Z LJJ I I'll .
<br /> I ")
<br /> IT
<br /> requirements of these Specifications are more sh Ingent, they sh@11 apply : 'I.02 Regulatory Requiren'ients !I I- �_ U. - �_ : �_-,
<br /> All work shall confoi rin to local standards which shall take piecedence over these Specifications in the event of a conflict: however, if the epiesentative or the Owner shall be undercut and replaced with suitable fill, recompacted. and retested before installation of aggregate following terns of work in accordance with the Drawings and Specifications co I
<br /> base shall commence, at no additional cost to Owner-L �- 0 [-- , I < �
<br /> W LIJ I < >_ I F,�
<br /> Z Z_ Z x i F-I
<br /> 1 1.)esign arid construction of all f rmwoi � IX X W Z> l-_ �
<br /> 0 -k for plain and reinforced concrete work A All concrete work. linless othervose specified herein or called for on the Drawings shall be in accordance with all ofthe provisions of I -, < �_ .-.. �"w
<br /> 1.04 Quality Asst.irance 3.02 Installation of Geotech Materials Beneath Aggregate Base Course I 0 U �_ _J ..-I >- ;��_'
<br /> ,0
<br /> -ete Institute(ACI) Building Code(ACI 318) Sult)shtute the title 'Pro]ect Manager'for i - 0 � I
<br /> the latest edition of the American Conct �_7 0 - -
<br /> 2. Set all anchor bolts, pipe sleeves angle arid channel nosings. cast iron or steel inserts, etc. furnished under other sections ofthese Con-missioner ol Building"thioughout the code I Z Z cf) < . Ili 11 Z
<br /> A. Reference Standards I.- �) L.- < ,�
<br /> - 1,- � "c,
<br /> ==! T ") �
<br /> ;
<br /> ,
<br /> A Geotextile shall be installed in the pavement section as shown on the Drawings per rnanc.ifactuner's nstrUCtiOnS Specifications. (Electrical conduit shall be installed under Division 16) � 0 0 < LIJ - __ --) < 0 "' 1 1-1
<br /> < 0�_
<br /> ,-C,)
<br /> 1 Some products arid execution are specified Ili this Section by i eference to published specifications or statical ds of the following (with I L1_ 0 Z (5) o,1-1
<br /> I B All concrete, unless othei,&ise speci'iecl he.reln. shall be mixed arid deposited in accordance with the nequiiernents set forth it') i __J < LU ,,,r ,��I')
<br /> 3 03 Installation of Unbound Base COUises 3 Furnish and install all chan,ifer strips, concrete wall control joint inserts slats, openings etc.where called 'or on the Drawings ''Speci'icatiotis for Ready-Mixed Concrete'(ASTM C94) I I I I � I � P ."
<br /> respective abbreviation used)� X
<br /> �� arid/or specified herein or required by the work ai I.J_ �Zo U I ')0
<br /> U _ , I
<br /> A Unbound base courses shall be constructed in layers riot exceeding 6 inches in compacted thickness -) >_ < >_ 11-1,
<br /> : 0 0 0 0 0 L0 (0 T, 0 61 n
<br /> ,,c.,
<br /> _0 a American Association of State Highway and Transportation Officials(AASHTO) C Concrete placed during hot we,ather shall be mixed placed, curecl, arid tested in accordance with the reconitriendations set forth it)th( ! ILL (�...) � .N
<br /> w 1 02 Submittals I C'� < : C�
<br /> 0 b Amer can Society for Testing arid Materials fAS TM) American Concrete Institute Standard ACI 305R I "I
<br /> (D B Material shall be deposited by mechanical means to a true line and grade Hand spreading or tailgating of rnate,nals will be allowed I 0 M M r__ 0') 0 LO ._J < rL. 1 61
<br /> To - 1 q a-
<br /> �,(/)
<br /> � 0 0 0 IS 0 , -,- Lij T_ - ,- �5 5
<br /> -
<br /> J) �__ - "��I I
<br /> a only in small inaccessible areas. A Product Data The Contractor shall submit. Ili accordance with Section 01300. catalog cuts and rnanufac,turer's data for the fornn ties, D Concrete placed during cold weather shall be mixed placed cured, and tested in accordance voth the recoinineridations set"orth n ti- I- __ ------ __-___- - ______ - ____ ___ W I
<br /> U) PAR-1-2 PRODUCTS
<br /> > for tie plugs, charrifer strips. control.joint inserts, arid foirnwoilk matenals proposed. An-iencan Concrete Institute Standard ACI 306, I I -�%�
<br /> U C. The material shall be installed at the ophr-r-TUFT1 MOIStUre content(plus or minus 2 percent). Water shall be added to the material during i 6 cy
<br /> I,- I F--) I E Ll
<br /> i �1�,�',
<br /> M 2,01 Pipe Materials telling as required to maintain the optimurn moisture content. 1.03 Regulatoiy Requiren'ients E All materials shall be in accordance with applicable pi ovisions of the Arnerican Society for Testing Materials(ASTIM), as identified I � Ly
<br /> _
<br /> -
<br /> I
<br /> -
<br /> :_� elsewhere Ili this Secfion � � c'o
<br /> - i U)i
<br /> i �_m
<br /> A Reinforcod concrete pipe, designated of)the drawings as RIC P. shall center in to AS I M Specification C76. Class IV, Wall B with D. Each layer of base course shall be compacted to a tninimum density of 95 percent of maximurn laboratory dry weight as determined by A. The design arid construction of all forniwork shall conroirri to the latest edition of the Annerican Concrete Institute (ACI) R�econnrnended X 1. I- ""I
<br /> _P gasketed joints conforming to AS I M Specificafion C443 ASTM D'1557(Modified Proctor Practice for Concrete Fonrcwork-ACI 347" �Z -,,�,,
<br /> C) )
<br /> '�
<br /> > 1.03 Subin,iittals -0,p
<br /> I()
<br /> B. Corrugated cietal pipe. designated on the drawings as CMP. shall confer SECTION 02"740 -- FLEXIBLE PAVEMENT � : 01,X
<br /> I
<br /> ]? -m to AASH 1-0 M36, Helical con ugated pipe shall have at least X 0 I,,W
<br /> I PART 2 PRODUCTS � __J I �0,
<br /> �� two annular corrugations at each end of each pipe,length Mininiurn wall thickness shall be 0.064 Inches(1.63trim), PART 1 GENERAL A Manufactuier's Literature Conlractor shall submit, in accordance o/ith Section 01 300 rnanufacturer's data, including product -
<br /> J 0 a ..a��_ ,,,�
<br /> description, technical specificalions and installation instructions. for all 01-oducls admixtures and treatments used LIJ l �b,
<br /> > 2.01 Materials I Of
<br /> 0 C. DUctile ron Pipe shall be Class 53. 1.01 Scope of Work c<"-
<br /> M :3� �T 8
<br /> - B Mix Design Contractor shall submit conc.rete n,iix designs and supporting product data'or all c,oncrete rnixes to be used on the p ":
<br /> lh- A. Forms for concrete wet 1 rojec 0 � �___ 1�'
<br /> -k shall be fabricated from smooth. undarnaged IDlywood nretal or rnulti-use fiberglass foin'is. Earth forms shall Subin-ittal for each rnix design shall [)a complete and include tile following ()n"'
<br /> D Polyvinyl Chloride Pipe(PVC)shall conj�crnn to ASTM D-3034, Z � "'"'
<br /> X A Under this Section of the Specifications the Conti actor shall provide all abor. tools nnater ials, and equipment required to complete the � 2� 13
<br /> IIJ I not be used UnICISS,specified otherwise henein Form sysj�em to be utilized shall accon-Tirnodate accurate arid stable placement ofall Z I 0 OJE �I
<br /> i IlT_�
<br /> I 1-i
<br /> I <
<br /> _0 following ten-is of work in accordance with the Drawings and Specifications: chanifer strips and control joint inserts as detailed on the Drawings Forms shall be of adequate gage or thickness to SUPPOrt the weight of 'I A rnix design surnn-Tary sheet indicating types and quantities of a!l c.ernen�s. aggregates water. adinixfuies and all othei-rn!x � V)
<br /> (D PART3 EXECUTION C) !— ,�A
<br /> 1--i LL concrete, when pioperiy brac,ed withOUt deflection detrimental to the lolerances and appearance of the finished concrete constituents and iesulting sluinfrs water/cement ratios, and entrained air percentages .. ��'�,
<br /> �r I
<br /> - � Z Cn 0 �
<br /> X X 1. Asphaltic concrete pavennents. Z
<br /> LIJ 3.01 Installation of Pipes i 0 UJ W ��,,g�_,
<br /> I ; I.,��11
<br /> I ry C
<br /> :LIJ
<br /> > -0 B. Chan')'er strips arid control joint Inserts shall be wood of-plastic and rneasure 1 inch on the 45 degree slope, unless otherwise noted an 2 Test data'or each aggregate used, to 11CILAde as a n-iinimum plant location, sieve analysis, specific giav!ty absotlption, arid 0 � 6�)- is U) I -,1'r
<br /> 0 (D 2. Sealcoating of designated areas, the Drawings. = Q (O Z�`
<br /> .. U.- A All liench excavations shall be perfoirned in strict accordance with Section 02300 Earthwork. SOUridness ! _""
<br /> - IEI;�t
<br /> < � Z W 0 -
<br /> _Z;,) I b LU i
<br /> , Z I I 0�,_,�`c,
<br /> I] (D 1.02 General Requirements C. Parting cornpound to; forrnwork shall be vvax free, chemically neutral. and non-staining and shall effectively prevent bonding ofthe a', 0 — D �_ � __8 o
<br /> -"_
<br /> B. Pipe trenches shall be excavated to the lines and grades shown on the Drawings. Depth Of trench shall be as required to provide'or - < 0 Z i ,Z(11
<br /> M E concrete, Euco Super-Slip as rnanufactured by the Euchd Chemical Company. Cleveland, Ohio, or approved equal AUtornobile tootor oil (.) W -)a
<br /> < The specified bedding materials 0 � L'i < ,
<br /> 12 A The asphaltic concrete paving shall consist of asphaltic concrete consti ucted arid compacted to a thickness in accordance with the arid sin,iilar Substances will riot be peinnitted. W Z :E
<br /> U) — !
<br /> i
<br /> 1 06 W 0 UJ
<br /> E� D Drawings arid Specifications The lines, grades, arid typical pavement section shall be as shown on the Drawings, I SCALE
<br /> Fin 0 LU N T S,
<br /> U di .0 I-- � (.9 Z ?: 0 U)
<br /> N >
<br /> B The Contractor shall visit the site, in' mi himself of the conditions arid inake his own estimates of the racilities arid difficulties attending � '72- \1� 0 LU < ,:i
<br /> C 0 the oxecution of the work pi jar to su bri-iitting his bid ,,,�.-;�_-,;-�,�-,-�,�".�-"'�, I - DRAWN BY
<br /> C/) _'i ,��., -11,"1�, < Old
<br /> I , ,'. -�
<br /> �_ e"", -i"C,-I ", Z � Y_ CE �,� 0) 00 a- GLZ
<br /> -d ",,,,,, "I"k,Y, ",
<br /> , ri_,,,,,,,,,,,V( 'i ., -
<br /> "o -,�", �, - $_� t,��
<br /> �I,, �,N
<br /> 11? \ kllll��_-_-11-11_�,, , ,,,� C) I ,:� 0 � > UJ a
<br /> �11,I" , � I 1, UJ
<br /> "'a " ,N,) _ �, 1'1�"11 LIJ > Z W (D Z _E L
<br /> IT"n � ,�,�,,, ", 4, ")% — _-1 W < _J DAI
<br /> , ,� ) \11�11"'f 1%I -i <t =) M 'I/25/201 5 �
<br /> 7) / " � " "
<br /> f ` �,�
<br /> i , � i-,"", I ,,N,"� \ (-) -T- -,5 P Z 0 —
<br /> , $-Xf�, ,�� I I �1, U.
<br /> �; � I 1. I- 1�J" , � 6"
<br /> I I I , - �_� rL n-It" �__ — —
<br /> 1, I �__ ,� _', �
<br /> (r) ' ,"e� I ,�� � ,�,, 1� ILIJ C.)� C) Z X PROJECTNO.
<br /> I �1
<br /> 1 1
<br /> 7, � "";5 / "I -11 --l", �A�,:, ;� M W
<br /> � 7 ,,,, I 0 I t < Lii < 02 _J CA-1 098
<br /> co �ill, r"' I ,�-1 1, ,
<br /> ","1',,�I�� Z
<br /> � ''I �7� "
<br /> I ,�T-, , "I _ . � � I�,,,,g, V) LLI W V) 0 M LL
<br /> � ,'. " Uj I
<br /> _X , , ,
<br /> Ilk" , 1, �,�,., (," -, I � I I I I I I
<br /> V, '. , ,�� __ 4&.__1 /`�,N'�
<br /> C , �, ! DRAWING NO.
<br /> 00 ,,1� " Iii , "I t,P
<br /> ,,,
<br /> r1i �1,I\e`�'I " 0�,,,,,:�,,,,,,��, ; 0 CD 0 0 0 0 0
<br /> � �, " ,�� #1 ".,�,"� i
<br /> ",� � ,, ." �i:,I ,�0 I 00 0 r- M 0 04 14
<br /> ,, �_, I " �.�,_��,�Q,,vo
<br /> CD I "" �,"I,-"I _,"-, ,",�, �" """, a.
<br /> ." , 1.I I", ,� , I_"�, ,"""'
<br /> , -1 ,r,�,�", ��,%, ,", -2
<br /> 101 ,: (��,� , " � S
<br /> — ,� I I "", �
<br /> ;
<br /> W I . 010000000
<br /> Q:) � Va,' I,, I
<br /> I
<br /> .111
<br />
|