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HomeMy WebLinkAbout1000-103.-1-19.2 (2) tirF D R R nn 12 156 FT pRot l PK�FCaED RE VI X410 -j S: LS 15 V LS 1.-TELL TG 5^I�IIT. 1;Llr -i-ES zt$ 1 - -+12-1/414 5`fbTekei .o.T FI IONS GO, -# Z - 5/12./9+ FEB 1 711993 c�<� Lxz v'f w-'7 PbLIG /6,T�MZ LII` E� 15 f�cA D 4 3 ra/31/94 SOUTFOLD TOWN SITE PLAN DATA, - - -� --- --- _ 4/z2-nF?- gY #4 - 1 /G/94- FtANNINCBOARD I - - - - �r�. �h-xt I-�RP,x�R K�OAP I� �I_IT dLl'J s 5 - 10/1o/�1y MA ROAD (route 25 ) - SCTM #: 1000-103-1-19.2 # 7 I Z/lo/`ice} - - - -_ __-- 20120, - " UFFAPfj ENT OF HFALM SERVICES r. - v I OWNER: HERMAN BLUM APPROVED t OR CONSTRUCTION ONLY --N +"+ G E�I N "JRfa / NSW 2Fj 3706 CALERA DRIVE e j D 9 LI- 0 p3 FLOW ! 6� NO q NEWPORT RICHEY. FL 34652 H j REr NO ` 1Y"L /ISLAOc ri-�- ADJACENT LAND OWNERS: I 'y by bepl.Of H98Ith SBNICBS ��.� // NEIJ Cd.14 GU - 1h's a;;prnval a granted for the construction of the sanitary ; Zr SL E)1Lim1TO F��c. v FRANK CHCHANOWICZ }, i T9- / i/�. 12FlaRP.DE To GUtZp loj(✓Iq� I �^", 171 �; / 'T EXIST, FbLE i cF r;al:ntl water supply icllities pursuant to Articles VB and � 4-`i' 51' E �10 ` Q=� /� CXB•C FbLE jlQ / v' MAIN ROAD 7 the Srftolk County Sanitary Code and Is not an cxpressa0 22� - - - - - R' so - - _Yom' ,��/ / T'Z a2• To �•- PECONIC, NY 11958 i nor mpned appluval to discharge from or occupy the P / o, 1 _ SC7M# 1000-103-1-19.3 structure(s) shown. lfii$APPROVAL EXPIRES TWO(2)YEARS I�.l e1�� 'l ,0. eyt 5�+`er g 1 -- - INTI-IE EHBT µAROD(ti LANE FROtd THE DATE BELOW. LILAC - <--�-�Iq REYNOLDF BLUM -y /qq� 'I ` I • SI ouAr--rl�� I z`' - (y( F�L z1:c- .-• r s c1OMNci 37.E I P.O. BOX 709 GlAfE __=GfGt,i RE �\ 24_p ` �- �-_ CUTCHOGUE, NY 11935 i� ___-._.-...„_._- -� 1, �pC( '�-F'' _ FClsl. WEU T II rr . 24 �1 SCTM OGUE103-1-19 5 '1 - �u E C" � 1 6'r_ C Vv'�NEf� 1 ILLI NO FINALAr•1'tiUv invislhUuY �4 '' „ •,- ; �p% UTILI� LI '/ ARCHITECTS: AFFIROVAL BY WATER QUAM UNfi' HAInI'r/IIN Ib N eToa 4 WTea O' \ � �TDN� # o1L ` veun ar scrgennee 1- _ SAMUELS 8 STEELMAN ARCHITECTS R9 Ar nnlEn�tl�cml� \ / I -TIRE 57oF 1� O " IIJLkT¢ 6,'.CnJ N VF.- '•Y �R-W'.1.IENL.�. �,Nc V2ess�ra 1 j'r I r 22 25235 MAIN ROAD - 0 .* 1.3 FTS 10 FT PIA "\b /0'� �? KING ARE4 py,N}k„ S _ 1N CUTCHOGUE, NY 11935 `� 4Io*GWNU r�otr / v \I � 'H G, 516- 734-6405 EXCAVATION INSPECTION REQUIRIO z1 �ScµRE ` X2o Q ter, _ ucelut"'iy I 1 �, SITE PLAN TAKEN FROM SURVEY PREPARED BY: -(p'vti'»0.R ( '� _ I�14�1 qo w y' III 1 p Jaw TreL `S W Warn a a �C �yupt� �l ^ eelN `�\ ��ST,� y / , ' ", _ RODERICK VAN TUYL w e P f�41 gam- I z ,�, r'' 2 _ ..A, -- LICENSE #LS 25628 "^� •••--7• \ u `\`` PA2KIPdG DATED: 03/17/77 srl G INe arz 30. a W EXISTING ZONING- GENERAL BUSINESS (B) APPROVED &3Y e� W.aTER. aKlq. -�•, t �: ' -'�' _ _ - _ L { 6ASI NOTA CHANE 1 r EXISITING BUILDING AREA: 6,975 SF N . , N pp--4GC� -� PLANNiP4G aLD,�i:D I LEFcrru�s, wee a � bY�OfHidtllSlNbec l'4�J z Cl) Q LU EXISTING LOT AREA: 2.783 ACRES (121,228 SF TOWN OF SCOU i H OLD #suR•r�c� cjR�TE - � N 5 � Q1� �I ' - 27 I iii EXISTING LOT COVERAGE: 5.8% ��� ' WV�,�, I ktA.LK RICK 7 `� T I V ALLOWABLE # OF USES: 121,228/30,000 SF = 4 �qv NIC R Aryj _ - LI"U s ," ' ) ;n v ' eN�'� EMW'LC7'fEE '" L �Y ��d .. ti r . - ` \ `. -^W<I V sYSTEM� /T F E dST TRw - F 1 - PROPOSED # OF USES: 4 USES 1. NEW RESTAURANT (1300 SF) 3E ,=.C:30.VD.�N (-1�L K;' -- 2 EXISTING FARM STAND (575 SF) - 3. EXISTING WINERY (2415 SF) / � � • / 4, EXISTING/NEW STORAGE (3067 SF) / �. / p_n - •• \ � UT t-' v�^V `S F; T 2P�-PCSlxto'H - 15QiDgal `�F.�TIG.',a,NK - I -1'� '�x �' I_Iraul� oer�'rl-�.4 cinL �- _ - _ c - - - - • - / . J �l`� .-.�' . - �`` - L•rF-P`C�-IIP„Ca F.10L 4a���s� X q'H- 11304 s1= 4V :1 ' _ T - - ' ,� � • � � � / • - - _ �� I to . o bLE • s - - --- - - -- �_ ., PARKING REQUIREMENTS2S ^--� - -_ -- -_ �� EKR�- -� I I-T P+a•IJ IIL'si\� , y' 1. RESTAURANT 15 spaces - < • gd PIeT 8' ` IJo i..f ESI S roIJN I ` Nis (i Space/100 SF or 1 Space/3.seals) - --- --� J - - # \ t^ - L{w W.T -I . Ir.l ISL•W5 `� LFA LP V 1300/100 = 13 spaces i} ` P-X1617,' -NV 46 seats/3 = 15 spaces J , . 1` ,- i..3: \`� LP PF+o x+e6rb Iv.l.1,^�lo.i \mss 2. FARM STAND 4 spaces ! _ -1 - �`-✓ .-.RE.a Folz` sE�.IAfTE ` J i (4 spaces/farm stand) _ �\ 'an \ ;N 9.- „n.` �-"� E+�P. T SYS -F-WI 54 qs E-1 r G:1 N a1 z • " 3 3, WINERY LL (1 space/500 SF) 5 spaces 14 `, v Q m 2415 SF/500 - 4 8 4. STORAGE 3 spaces (1 space/1000 SF) Cob I . 0 rti(j'k w .J • F z d 3067 SF/1000 SF = 3 ,v - TOTAL SPACES PROVIDED 27 SPACES• - ---- I �•`. 1x \ I.+a • Q ' J SANITARY SYSTEM a w � I Q F- • u HYDROLOGIC ZONE: IV - 300 GPD/ACRE \\ I w .. IrGE_�v'F.( : , 1 �E .�.iv.0 ' °.r HF..�, i1 `.J Z.I �♦ �`� ALLOWABLE rl OW: 300 GPI) X 2 783 - 834 9 GPD DESIGN FLOW: 1 RESTAURANT 4fi0 GPD ,1, - - - _ N +Itf __ _ - PIa7 EC �. (10 GPD/ OCCUPANT - SANITARY ONLY) �'\ ' �� I') - 1=kIST IIJ Cq 1pi,Tc: J..ATEt= SY�,T E.N Q ^„ 10 GPD X 46 OCCUPANTS = 460 GPD _ / • _ o •�, .� '{.-.,I SP-171i.�EJJT TKrvV `� 2-� " fLI�Ct l^/ Gc�,�l� �'t _ ` (.I-'f'-CCAgT� �15 =EI2TIFIErJ `�P Y zo', 2 FARM STAND (MARKET) 29GPD gez�.DE '�265 - {� b, PJ�'ri II•y2 �ly �t i- � ' (0.05 GPD/SF) 005GPDX 575 SF = 29GPD �.OkM e - �� - �� h•IA T'T IJ iE L) N•Y11 52 ter( 9�iNnY _ S H• IOI�EhSFr- LITY ro Fy F//4zKING A2 YSTEu sEu 3. WINERY (INDUSTRIAL STORAGEIWAREHOUSE) 97 GPD 1,c� I g+' _ `� WEE wAT ETL F E 1,.WTE12 Lh✓=P `. ' .IrJ G-FA,J IVIG �lp-IE VRovuc"•TION LiPIAEF-1T - ,� (0IN WINERY (IND 0 �\ EMP,�YE-.ONLY') .1. 0 04 GPD X 20.15 SF = 97 GPD 1/411) OnomqAi' 4DA1r1Y I a.g E> I Tlti VI e'( D - A STORAGE 122 OPD 'P.1LE \--_� � � �- � • - � �� rOJOCt N "7J(��� (0 04 GPD/SF) - " _ DCSr FftLl1T TF'[.X �\ �\ 004 GPD X 3067 SF 122 GPD FWETb - ccwi=sE �..r-+o _ Drawn By LI'f, ; TOTAL DESIGN FLOW 705GPD 19,T I7 - I'.�� I .��✓// ` Iv '' IB � ` � Checked By NS x1,;7 - - IN P/vLE � ;�� v \ ( ;�ti'IVF.v.IrN`�' ) v SYSTEM REQUIREMENTS \ \ \ \\ c Date. 2/C)/q4' \\ FIDE T� • • • • ���� - FOR PURPOSES OF SIZING SYSTEM, THE DESIGN FLOW FOR THE RESTAURANT COMBINES cc><•aeE \ N Scale II SANITARY AND WASTEWATER AND INCREASE GALLONS PER DAY TO 30 GPD P= 2d I�0 n ✓ n � DESIGN FLOW AT RESTAURANT: 30GPD X 46 OCCUPANTS = 1380 GPD \ �� Shea! Title ,4. PLUS DESIGN FLOW AT EXISTING. 29 t 97 + 122 = 248 GPD \ i \\\ -- s SITE TOTAL DESIGN FLOW = 1380 + 246= 1628 I'�Y 1•/IcrpoN�kLb CPEO BeIGNGE \` - _ I - - \ - 4 S 49" 31' L,J SEPTIC TANK 1628X2DAY = 3266GPD 2Co 24 ��� O ¢2 PLAN USE 1-12' DIA X 6' LIQUID DEPTH @ 4500 GAL aa� DRAINAGE CALCULATIONS: -'-f - GREASE TRAP AT KITCHEN 1�/P T71-u 1-VF GGf- \N��IGZ- r _ 42EQUIRED' 20 GPD X 46 = 920 GAL Y New driveway & parking area PROVIDED. 8' DIA X F H LIQUID DEPTH = 1580 GAL Y--1L I� I I T V L� � Area x Rainfall x Runoff Factor LEACHING POOLS: AREA REQUIRED = 1628/ 1.5 = 108E SF I�GY IDc?.�NIC + N,+ sA E coMlvloN IJP,f�E SI ZE ^' �Px� 35 vEQTrei"L FT OF IO'Di.n c=R SITE A ' v 5422 sf. x 2/12 x 1.0 = 903.6 cf. Sheet No .} -10 FT, DIp-, a� 9 P'f, HT -FiFCHINCT ptoi-s 1110,14-`3F, •;: I IJ Lr,.lu r7 PnDNF-SrL PIONEE1i E•L_ML, yt1 AIN uS 5T2a0ue3 WHITE Pn.+E Z%z'' cw+�• Use: 2 - 10'-0" x T-8" Solid Dome @ 108.7 cf = 217.4 cf. "Pursuant to Suffolk County Sanitary Code Articles 7 and 12, 1, ReYn old Blum, p' IO' 20l dO' c;,C) 1 - 10'-0" x 3'-U" Storm Drain Ring @ 205 3 Cf. = 205 3 Cf. hereby certify that there will not be any industrial wastes or other 10' 0"10'- x - 684 2 cf. non-sanitary wastes discharged from the building and there will be no 1 - 0" Storm Drain Ring @ = 684.2 cf. Af'�''•(- toxic or hazardous materials stored at the site unless specific permits or ;; ens, exemptions are granted purana to those Articles. TOTAL = 1106.9 cf. Facility Owee ner's 6lgneture Date //' // G'z 1 1106.9 cf > 903 6 cf . I'r:sr NOTES` 1. Well must provide a continuous yield of at least CYLINDRICAL SEPTIC TANK R-S VISI IO CTEh[jgallons per minute (measured at the outlet # i - 5/ fa /94 - 01' the storage tank. 2. Storage tank located in the building must be a minimum of fO0 �oIJE Nu NPRED� � . I,JELL LDC,<xTEp gallon capacity. N Q!O c of 16L•l IL-DWC. 01-1 O _ N� E 3. All materials, installations and items having to RTI-4 91b do with the new well must conform to Health - Department standards. ' -- gHO WING cG1-LTER ' VEMTILATCO CA91Yfq ' ' CLP ITN LOCIf �5 14 13 12 ❑7 CAST IRON COVERS IBAFINISHED GRADE O $EPTIG i INLET u T Gg9aE Aw v MIN 9'DIA—v .. OUTLET F'geM wuC 9011 CLASS 2100 FLOW LINE (! MIN 9'DIP 22 ilj (o 1 1 10 PIPE OR EQUIVALENT 19' ., I6' 2900 PIPE OR EQUIVALENT \ •, PITCHED 1/9'/1' .L •' I PITCHED \ ,0 PPR,e.I SEno lc.LMK+ E3i G 2"4 • 'nLUeNeToEre II ' E�. E�LXTLuvAnuoM6/Qq 1,v6FPPe a�UP,PCC�MTE O ArT,,aa.' CE, 24 v \ \FT LI q•6 \./ 4MN T .. ��*G\_§e•�I— 1I cI• ,',II(ROUTE TE I l 2�5-1r )'\0, MAIN ROAD _ \_ 14_ - ----- --It'L-I_-1 LI'I IEEE Z((O TLlCMGUj 41iin !4 VAvNOTE CHANGE(S) ,gEKIsT 11TYPICAL GREASE TRAP 4ti PaoL A, SEf-rIG TA I- CO % F^— STels UTER c s�uc, CAST IRON FRAME AND COVER TO GRADE \ / ) r FINISHED GRADE v vgoP C 1+ PIPE 1 �, 29• yr E' MAX 29 .� �x /.�TJ�� ry � i x .. \ I r MIN w L E_L � 1 .x'1`20•'-".Z rzo--li::_ � 'I"�._ � '� `5 �:\ \ 4 M FROKITCHEN 6' 7 MIN FROM K —J 12' FLOW LINE }—� A/ `4_Ex T'IN E 1 L- G rboLs im 5 CLASS 2900 PIPE TOSEPTIC TANK C OR EONT MININ 4`01A. PITCHEDED MIN CLASS 2900 PIPE ' I- • '_' I I/9'/I' OR EOUIV LENT PITCHED MIN. Ut 1 0 - - eunMegsNSLE McI,p LITI-Iw / A 20 1 PUMP NQ . wELL 4 = CA5144, I I C 5 0 w W = L PACKER 18 R2 � W . 5 q r U W � SFRESH WATER U AgL11FER STRATUM Q $XOF nTYPICAL LEACHING POOL = CAST IRON FRAME AND Cr n TO GRADE S� 17 FINISHED GRADE SCREEN Cr Fr r it YMA% INLET G9 GO O I00 200 -10 q00 1 -. MIN 4"DIA i CLASS 2900 PIPE TYPICAL WELL DETAIL P'TC"E °°°" ' I f 7 I,C;1' NF DIST POOL OUTLINE KEY MAP F^,, rl"• -' 1 �' ,{+ MIN CLASS 2900 OR GRAPHIC SCALE �° EQUIVALENT PIPE A9 PITCHED MIN, ® ®®® ® 1/e'/F ✓ —C_/-`L✓E . ��JI�Ou 1 r A1rl1�V` a,' t zs' I0 ® ® ®® ,.\ MAx ® ®® 6:° _-- SDFFOLI! I;011h'IY OITARIh�I ST Or NEN GH SCYV CES Fn\\ ,/ T-j'� O 6{fOJBC �I : 9�0�• LIST OF LAND OWNERS APPROVED FORcowsTRucnONDNLY lvkkk� 11� 1010 ® ® HS REF. NO. �I b 9y l0 03 FLOW - V Drawn By. K-- 1010 - o jr- KEY OWNER USE �d LL�O.Ma '` rvrE �° — , S ITE \� Checked By Iv + 9FT all N 1 Herman Blum Agricultural IE• I'y,0'/ r'- Tls angrcval is gragded for the Lonstructlon Of ThNIS3Mtdly I aal 2 Frank Cichanowicz Agricultural p/ f EAST SIJ L.V'F JG +-I'LL:.. I g I di p0s;l end Water sun P itn�llues n¢oznr i0 ..14r,1e',`V11am: '.,,� [urCHOGUE Date. 2%4 i4 3 Dalchet Corporation Agricultural i DI the SuRDI], C•mnty Samhwy Code and 1: dot an EXPIEIE=d 2 ax. IE?17.32 �IN,(,..%c 4 Sudar P. Sahu Residential 1 for Implied approval to L"lischdlge fG;n or OLCUPy D,2 Scale. I. 1" �{yq , gL+Z�c p InE iMIN �� 5 William F. Coster 3rd . Funeral Home I StrULturedsl SILOWP, THIS APPROVAL E%PIf;ES TY1'D (2) Y6AR5 6 Grace Meiner Residential FRO1d TLIC DATE BELOW. ; vlsrr>_I- /P7 FT W a IO 014 3./955 B Eu.irHo tie < :� f Sheet Title' ;_ G 7 Anthony Imbriano Agricultural Nelli L. Doroski Residential �. LBKYNNCq 6Ll TIoN bCT�TIG UF!IE'-- .i:�lih IIitE __-1 FZ'b4. ,=OpL TA MI}'L / 1a 9 George & Mostupani ek & WE Gas Station —__-_—.__s_ ---------- Y4 ii,'• IF ?17. Old FL1i.T ':• rf qS' y 10 Eugene J. Mott & Wife Commercial KEY a�IJD 1_. T 1 , 8 I��I .1 MIN ABOVE GflbONOwCTER� 1J 1'Ej K & K Associates Commercial O'v/V.V1I�1'HOUT t E �•. ` �,©' C Yves^ ( g \L I. r 12 New York Telephone Co. Telecommunications �Fy� �/ � �p IC"ffY R :"'fie 5 'L��� t' MAP �Lt� + C✓. �g /A3, BACKFILL MATERIAL TO BE CLEAN I M. M-HJ �RIMAL WA1 GT9 1 0 ,�' . Ale, Imo, } GI 2'�.L L9TATC OFFICE O I IE } ICO. IV $AND,AND GRAVEL A C� Ho yC . /211„IN 6'MIN PENETRATION T �REpF/r�N Nursery & Greenhouse , ' r ?� ', C . IN A VIRGIN STRATA ,.a• ° 8 F7 8F7 , 15 Jahn G. Scott III Agricultural IO Fir' A/II ry � OF SAND AND GRAVEL AA1N >I 16 James & Elizabeth Homan Residential EAVIN % r ” HAr.h Pe MIN INSPECTIDN R 17 James & Elizabeth Homan Residential a�pVpTIDN 18 Reynold F. Blum Winery y cT 0. '• I, Sheet No. CUTCHOGUE E C.A.-AI '� Dld[on HAREVOR , Im°gme 0 0 Q"r NEW SUF L • LOCATION MAP SPECIFICATIONS ITEM 17304.1011 - SUBBASE COURSE, TYPE 1011 ITEM 17304.1011 - SUBBASE COURSE, TYPE 1011 10608.0103 - CONCRETE DRIVEWAYS - CLASS F DESCRIPTION Under this item, the Contractor shall furnish, place and compact SubbaseCONSTRUCTION DETAILS Description. The work shall consist of ,the construction of Course, Type 1011. The thicknesses and locations of the Subbase Course will Portland cement concrete driveways shown on the plans or as be as shown on the plana, or as determined by field conditions and ordered All of the requirements of Subsection 304-3 shall apply. After compaction, specified by the Engineer. in writing by the Engineer. the top surface shall not extend more than } inch above nor l inch below true grade for the course at any location. Materials. Section 608-2 of the standard specifications shall Unless modified by this specification, the work shall be performed in apply, except that the Portland cement concrete shall comply accordance. with Section 304 of the Standard Specification. The Contractor shall, at his option, furnish and place material conforming to any of the METHOD OF MEASUREMENT with the rtlandl.CementS for Class 'IF" concrete In section 501-[ following: Material A. Material B. Material C or Material D. only one type under "Portland Cement Concrete-General. " Concrete shall be of material may be used for this Item on any roadway segment. The quantity shall be the number of cubic yards of material, computed from proportioned in accordance with the aggregate weights specified payment lines shown on the plans or, where changes have been ordered, from for Class "F" concrete in Table 501-3, Concrete Proportions. MATERIALS payment lines established by the Engineer. Construction Details. Section 608-3.01 of the standard speci- General fications shall apply except the curing period shall be two days All material acceptable for this item shall be stockpiled and shall be BASIS OF PAYMENT when placement is made between June 1 and September 15 and three , sound, hard, durable, and well graded from coarse to fine. Unless otherwise The unit price bid for this Work shall include the cost of furnishing all days at all other times. stated in this specification, material testa and quality control methods labor, material and equipment necessary to complete the work. The cost of Y pertaining to the work of this section will be performed in conformance with adding water shall be included in the price bid unless the items for Method of Measurement. This work shall be measured by the IOP the procedures contained in the appropriate Departmental publications in furnishing and applying water are included in the contract. No direct number of cubic yards of cement concrete computed frompayment EXI., O effect on the advertising dote of the project. These pub litatioos are payment will be made far los see of material resulting from compaction, Y P �T, PAV'T. BINDER ~ �J soil lines shown on the plans or as ordered by the Engineer. available upon request to the Regional Director or the Director, foundation settlement, erosion at any other cause. The cost of such losses ¢ � Mechanics Bureau. shall be included in the price bid for this item. No deductions shall bea m made for the volumes occupied by manholes, catch basins and other such Basis of Payment. The unit price bid per cubic yard shall BASE Options objects. include all excavation, preparation of subgrade, wire fabric for reinforcement, and all other materials, equipment, and SUBBASE Progress payments will be made after the subbase course has been properly labor necessary to complete the work as called for on the ' MATERIAL A placed and compacted. Payment will be made at the unit price bid for plans or specified by the Engineer. seventy-five (75%) percent of the quantity. The balance of the quantity Z Meterial .furnished for Material A shall be well graded from coarse to fine will be paid for after the final finishing to the required tolerance and ITEM 10403.0903 (FULL DEPTH) and free from organic or other deletrious material. At least 95 percent of just prior to the placing of the next course. Payment at the unit bid price will be made after ,the concrete `\ 1 the material, by weight, shall consist of: driveways and curing application have been properly placed. DETAIL V 1. Recycled Portland Cement Concrete Aggregate (RPCCA). MEETING EXIST. ASPHALT PAV'T. �� :0403.0903 - SAW CUTTING ASPHALT CONCRETE LU or - (NO RESURFACING) � 2. Recycled Portland Cement Concrete Aggregate mixed with Stone, Sand, DESCRIPTION: 0 Gravel or Blast Furnace Slag. ry O This work shell consist of saw cutting existing asphalt concrete pavement T The requirements stated under General shall apply with the following or sidewalk at the locations indicated on the plans or where directed by 1 modifications: the Engineer. WIDTH AS DETERMINED BY REGIONAL PERMIT ENG. U , A. The stockpile shall be no larger than the contract quantity plus thirty MATERIALS: I- (30) percent of that quantity. The stockpile shall be no smaller than 12-SAW GNP TYPI 1000 cu. yds. or the contract quantity, whichever is less. All equipment proposed for this work shall be approved by the Engineer IOP OP PAIDA1!NT OR STONE prior to actual use. B. A minimum of four samples will be ebcained, as directed by the Soils I8SE L NPORLLAB OA LOCATIONS)NS ORAIm 1 sEE PIAN POR IDGTIONa) Engineering Laboratory Supervisor from the Soil Mechanics Bureau or his CONSTRUCTION DETAILS: x_14•,MIN. representatives, in the presence of: ACCESS SEE APPROPRIATE DETAIL FOR Saw cutting shall be along a neat line as indicated on the plans or where _ OPENING � MEETING EXIST, pQV'T. 1. The Engineer is Charge• or his representative• and; ordered by the Engineer. Saw cuts shall be made to the depth(s) indicated _3_ET.-M1 'a 130 2. The Soils Engineering Laboratory Supervisor, or his on the plans. 0132 ® ® ® ® ® ED FJ representative• and; fI 01 ® � Ill MI CEJ ED © D C 3. The Regional Soils Engineer, or his representative. Any damage to material not indicated for removal , cussed by the 9' SEEPILAN Ole'7 ® ® ® ® © ® 8 m0 Contractor's operations shall be repaired by the Contractor. All repair I FOR IINVER S 002 ® ® ED ED €J (D C. The Soils Engineering Laboratory Supervisor may reject the stockpile, shall be done in a manner satisfactory to the Engineer. yy�� no ® IS ® ® fRI ED f9 f70 Vi without sampling. based on an on inspection of the stockpile. y OLS to 1H ® ® 0 ® IM ®0 ff u® m © o ® ® m ® ao PTFE /4"/FT.T, (SEE NOTE E) METHOD OF MEASUREMENT: I LY Gl It} ri-J t57 t31 6h ® ®0 D. Transfer of the stockpile material for use on other projects will not INLET 3 +*' set Si+e FYan -Cor D.m EXIST, be allowed. This work shall be measured by the number of linear feet of saw cutting TYPICAL r� �+ I ' done. No allowances will be made for saw cuts of different depths . / Y r / tom A L D 0 !M7 E PAV'T E. The State reserves the right to modify existing Departmental testing 'C sMTFAGLE STORM ERA 0NUM EAOF vm methods to evaluate the RPCCA. - No saw cutting will be measured for payment under this item which the \_. oAacFluMAmERIAtzOBE aSEEPFA0F RDETAINGS tltllNRY N. T. S_ Contractor may choose to do for his own convenience. CI FAN SAND AND GRAVEL BEE PLAN f01i DETAN.S Z ' This ma terlal shall conform to the following gradation: I __ _ _ BASIS OF PAYMENT: - -_-- - - -- _ --_� SII ? . - Percent �+�/'► �� �p/� Passing Sieve By Weight The unit price bid per linear foot of saw cutting shall include the cost --STOBM_DRAINAGE RING � ' TYPICAL ITEM 173U4.1 �ll (6") of all labor, materials, and equipment necesary to complete the Work. NO SCALE ITEM 401.11 (6") (2 LIFTSI SEE N"ITE BELOW w _ 2 inch 100 } inch 30-65 _ Any repairs made necessary by the contractor's operations shall be done as ITEM 403.13 �-I�2") ^ , T mow . No. 40 5-40 ordered by the Engineer at no additional cost to the State. IT 401.17J1 (11/2") No. 200 0-10 w . The Plasticity Index of the material passing the 40 mesh sieve shall not EC7 / �jdflJ l/dY/CS �v ITEM 2(13.01 _ exceed 5.0 10202.99 - PAVEMENT EXCAVATION �` � 7 The Magnesium Sulfate Soundness loss after 4 cycles shall be 20 percent or Opch �'+ n D�ese rt�tio�n: The Contractor shall remove and dispose of existing pavement as mad Pfeh /,}tA � o� �ia�s '� I I TYPICAL SECTION less. jnd ci ated on the plans or as ordered by the Engineer. MATERIAL B Materials: Not specified. /�,1 ASPHALT PAVEMENT CONSTRUCTION All of this material shall be sound, hard, durable and consist solely of Construction Details: The Contractor shall remove the pavement in a neat '6vwG V or J L1 Stone which is the product of crushing lenge rock. workmanlike manner by any suitable means that does not damage the adjacent .qS h O/� a5 4/ret 7<Gd This material shall conform co the following pavement or existing underground utilities. Sawing to neat lines will be �/p� NOTE: DEPTH TO BE INCREASED BY REGIONAL PERMIT ENG. g gradation: required before the removal oaf concrete pavement. This work must conform to Z�Z g"2, 7�./' h!Y,S. �Pr�rii f' �Pf. TO ti" (3 LIFTS; W AREAS WITH HIGH TRUCK TRAFFIC the details shown on the plans. The removed concrete shall be properly dis- 7/L� T-OP �`f'•' �'�t -'-�� Passu sieves Percent by Weight posed of by the Contractor, off the right-of-way as approved by the Engineer. F i 100 �d��.b -cy4lon No, l0 470-100 0-75 Method of Measurement: Pavement Excavation shall be measured by the number No. 40 15-a0 of square yards of pavement removed and disposed of as shown on the plans or �7~ , No. 200 5-15 ordered by the Engineer. ASPHALT PAVEMENT CONSTRUCTION s _11e., �s,;. Basis of Payment: The unit price bid per square yard for this item shallAy The Plasticity Index of the material passing the 40 mesh sieve shall not include the cost of furnishing all labor, materials, and equipment necessary )&,,J 11V ( ll' e exceed 5.0. to remove and dispose of the pavement, mesh reinforcement, transverse joints , ASPHALT W En FIN 6 CoLiRS E: ITEM DESCRIPTION r�rolec o The Magnesium Sulfate soundness Loss after 4 cycles shall be 20 percent or and longitudinal ties except that saw cutting will be paid for under the ASPHALT Co LIRSE Drawn By LJT less. appropriate item. G' 203.01 UNCLASSIFIED EXCAVATION AND EMBANKMENT MATERIAL c Payment shall be the same regardless of whether the entire thickness of pave- 17304.1011 SUBBASE COURSE - TYPE 1011 Checked By N", ment is removed or simply the top surface of pavement is removed to provide i Ct1Rb _ Material C shall be acquired from natural sources located in Richmond, a transition for resurfacing„ 6Fial7 E 403.11 ASPHALT CONCRETE TYPE 1 BASE COURSE Ruga, Queens. Nassau or Suffolk Counties. The material shall consist of _ 403.13 ASPHALT CONCRETE - TYPE 3 BINDER COURSE Date 7/G/q¢ Stone, Sand and Gravel or blends of these materials. I ' crza.vt:L � / � EX/5/inch R/ue777e17/ 403.1701 ASPHALT CONCRETE - TYPE 6F TOP COURSE Scale, (HIGH FRICTION) MARSHALL DESIGN The material shall conform to the following gradation: �,•• .: \ ,/ _VO/105 Sheet Title Passing Sieve Percent by Weight C(�I /771n NOTES: p' loo - :� fSQNrCUt � PAVEMENT 1" 80-100 °', } , 50-85 1. ASPHALT PAVEMENT WIDENINGS WILL ONLY BE PERMITTED No. 10 30-70 �% I ,. ADJACENT TO EXISTING FULL DEPTH ASPHALT PAVEMENT. WHERE DETAILS No. 40 15-40 l9 , �^ ' �� ���---LLL THE EXISTING PAVEMENT IS CONCRETE, CONCRETE WIDENING No. zoo 6-12 /em403.no1-/je 0 MUST BE USED. WHERE THE EXISTING PAVEMENT IS COMPOSITE, /!Uq 403/3 2/2"61i7d, The Plasticity Index of the Material passing the 40 mesh sieve shall not //ern 40.3./1-5 X2'6058 A COMPOSITE WIDENING MUST BE CONSTRUCTED. exceed 5.0 � � / //nn7 /73o4./D/LA0 B E Sheet No. The Magnesium Sulfate Soundness Loss after 4 cycles shall be 20 percent or2. WHERE THE EXISTING PAVEMENT CROSS-SLOPE IS DIFFERENT less. /P � Edge of ra1�c/ Lane FROM 1/4" PER FOOT, THE PROPOSED PAVEMENT SLOPE ��SHALL coMPAC•TrP Sall / MATCH THE EXISTING PROVIDED THE SLOPE WILL BE 716"/FT. MATERIAL D MINIMUM AND 3/g"/FT. MAXIMUM, WHERE A SLOPE WITHIN THIS Material D shall be acquired from sources other than natural sources located C R g IN G DETAIL _ RANGE CANNOT BE OBTAINED, RESURFACING OF THE EXISTING in Richmond, Kings, Queens, Nassau or Suffolk Counties and shall meet all of ROADWAY TO CORRECT ITS CROSS-SLOPE MAY BE REQUIRED B the requirements of Subsection 304-2. 1-0. THE REGIONAL PERMIT ENGINEER. 1 - 1 /2' ,