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HomeMy WebLinkAbout1000-125.-1-19.6 - - --(✓f' al- ?- - - ---- _" F -- e' t . CV2D BY .. . r- '. SITE EP — 14JAQrOP--I' --- ._Y- LI-i-II-c)-V,IN Cvz 7C1vi_FH, 1J- LD 45Z7_ I I I I IAI `• f' ., J L6 CAVE2 N hl,Ar�'f flJ viwsHx c.:cs TOGE IZAVE - _ ._ ' Cw- I•JNCID PL r; ..L 45 _ _ _ •—__ __ _ .`„_' ,� ko WeL ['1 11 v LAxIff Itrt : [ I �;Jt 15 m I JI�I l� � - .y l k I _A IG r", i E n It AC1 I i ',.`• ,, IEE I nHKX P — e-} F Ie' - -- �5p100THj r' I F a TC,4. N JC , J � I - NY; ..✓ -cw� _.._ r ILJI I The I 4 TOE' TI 9 . k' �- �•1� E}ANI(--PUP I MIX-- Zy V IyT�'1" ASPIIAI_TI� li s1• I I Ki 1 r' e,L Y. li - r«� i E Al _ A c - I II _� ry �D(2AINArn6 CALL. 3 � 3C ��� ,- �+2���. �:___ I At-Gli_i:�t•E":. __ _ _ I _ 13f1]G.: 3600 x 0.9 3.Z46 S.F. 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F•.'f: x'7 -rANlr- r 'oell be IfJ J �� ' ` tl1 Y a G PL_A NTiN_G "' L590_O_ h WrCIJp ><Mlnp uex FILL "M[ j- A' ) Ol f•-OPULA, (IOtJ L)Et L,hli hJI IIVALf--Ili (TLI`LC; aw>t nan-va��s I I 1 -__. _ ,-.. i"x`roc �y25• T Eq E- � / I � i ON 4] 6 � 4 2.14 ro PSUrL `50 90 ..a.,..a n�nn xs+�a¢ ovarxA KF-Y MAF•' 15 r �� T r^ N - P I-SA ZAV'FIAMII 1 _ ��rnrnvtmr�l m, _.-_— h+ I 4 - _ _ : Im, Iraaronn oma ., Idn`� Imm�npirtatl- - MAIN ( ST-ATL- ,1 ItJIaU qJ A-_ _dt 4 E C l ;A_'✓ I , IIS kr � i u�ymromat«rpuls I .e4 Utxla nr wuEw4uMt _ ' u•. I �`\ t, ' )[..�E'' i ::i ._ I/ \/;ani-4 1 U�f`t..,l']l. . W �-- '� I _, � -- 1 c a. � r /'o✓anar,�.v � � I � � F MEWY . vACANT � ��� { vANI', hP FF`CK' g4Ao,➢.f ux a 2. F'Q P'1i5F_> AQE U7- 3 ON MINQfe Ue' II V I h�1 _ j cFZyyO [s 255"�`' OF M6TT-f TIX K' Hk.,L Di NC" . q " BUILDING ;ONF"6- 1' AMENDED JUNG Zl, i965�MA231,1986,MAY 19,1�)Sn t __-._,- - - E'�iAND S`� II, L Ohf SUf-'F: �;U GFW.P,f I✓IgL M.bL '�(�91'h,(_F4"AUC: y 19°0; AUG. Z3, 19$5CFC-'T• 513E 1% '«3, 195$ I I r lF;o u,✓o Wsirb".f?. , I, FF�(,�-`, D LD y Southold, N.Y. 11971 (516) 765-1938 June 25, 1986 Mr. Henry E. Raynor, Jr. 320 Love Lane Mattituck, NY 11952 Re: James and Mary Tyler Dear Mr. Raynor: Please let this confirm the following by the Southold Town Planning Board action taken RESOLVED , Monday, June 23, 1985, the site plan fort the Southold Town Plannin Of a public James and Mary Tyler for g Board dated garage located at c°nstructionTOve as amended may Main Road, Mattituck y l9, 1986 subject: , survey l• Receipt of the curb rbacutnd permit from the State Department of Public he a one-year review. � __ When the above has been received, the Chairman will endorse the surveys It was also noted that this certification from the Building De exception xce from Department has received ption the Board Of Partment and Appeals a special Please contact this office if you have any questions. Very truly yours, BENNETT ORLOWSKI JR. , CHAIRMAN SOUTHOLD TOWN PLANNING BOARD cc: Building Department By Diane M. Schultze Secretary J ► ��ke " par DY SITE PLAN ELEMENTS §100-134 Town Code b7/veep�La� rem ( � Lot, block, and section number, if any, or the property taken from tax records Name and address of the owner of record ( /) Name and address of the person preparing the map Date, North arrow and written and graphic scale ( Sufficient description or information to precisely define the boundaries of the property. All distances shall be in feet and tenths of a foot. All angles shall be given to the nearest ten seconds or closer. The error of closure shall not exceed one in ten thousand. ( �) The locations, name, and existing width of adjacent streets and curblines ( The location and owners of all adjoining lands, as shown on the latest tax records ( ) Location, width and purpose of all existing and proposed easements, setbacks. reservations, and areas dedicated to public use withinor adjoining property. ( ) A complete outline of existing deed restrictions or covenants applying to theproperty ( V"') Existing zoning ( Existing contours at intervals of five or less, referred to a datum satisfactory to the Board ( ) Approximate boundaries of any areas subject to flooding or stormwater overfl( ( ) Location of existing watercourses, marshes, wooded areas, rock outcrops isolated trees with a diameter of eight inches or measured three feet above the base of the trunk and other significant existing features. ( ) Location of uses and outlines of structures, drawn to scale on and within one hundred (100) feet of the lots. ( Paved areas, sidewalks, and wehicular access between the site and public . streets ( ) Locations, dimensions, grades and flow direction of existing sewers, culvert, and waterlines as well as other underground and above ground utilities within and adjacent to the property. ( ) -Other existing development, including fences, landscaping and screening ( The location of proposed buildings or structural improvement ( The location and design ofall uses not requiring structures such as off street parking and loading areas. ( ) The location, direction, power and time of use of any proposed outdoor lighting or public address systems. ( The location of, and plans for, any outdoor signs ( ✓The location and arrangement of proposed means of access and egress, including sidewalks, driveways or other paved areas; 2rofiles indicating e end ross sections showing width of roadway, location and width of sidewalks and lcoation and size of water and sewer lines. ✓ �� OVER. . . Site plan elements cont. 0100-134) ( ✓ ) Any proposed grading, screening and other landscaping including types and locations of proposed street trees. ( V ' The location of all proposed waterlines, valves and hydrants and of all sewer lines or alternate means of water supply and sewage disposal and treatment. ( ) An outline of any proposed deed retrictions and/or covenants. (pllfl) Any contemplted public improvements on or adjoining the property. ( aQ1) If the site development plan indictes only a first stage, a supplementary plan shall indicate ultimate develoment. ( ) Any other information deemed by the Planning Board necessary to determine conformity of the site plan with the intent and regulations of this chapter. r / 19? -JR na-L Cx:�ot c.r) par" nod Io+ n& �5�pe-d �5 1sn u-rl w`-Gn5 P Lace banks c - ba cy_ 11' 2 pa-v- r .n SQL +-r� s-, 2. 'n- o S karn yz41 �d talII B l Cp ft Vic-msr " e �• ue r, y �,��,, l�awe�e�j if — t ��5�FF0(/f�oG o � v o Southold Town Board of Appeals �Ol r�Ot- MAIN ROAD - STATE ROAD 25 SOUTHOLD, L.I., N.Y. 11971 TELEPHONE (516) 765-1809 APPEALS BOARD MEMBERS GERARD P. GOEHRINGER, CHAIRMAN CHARLES GRIGONIS, JR. SERGE DOYEN, JR. ROBERT J. DOUGLASS JOSEPH H. SAWICKI July 28 , 1987- Richard F. Lark , Esq . Main Road , Box 973 Cutchogue , NY 11935 Re : Appl . No. 3638 - James and Mary Tyler Dear Mr. Lark : Transmitted herewith for your file and perusal is a copy of the official findings and ..determination recently rendered by the Board of Appeals , the original of which has this date been filed with the Office of the Town Clerk. Please be sure to return to the Building Department for issuance of any permits or other approvals in writing as may be applicable . Please do not hesitate to call either our office (765-1809) or that of the Building Inspector (765- 1802 ) if you have any questions . Yours very truly, GERARD P . GOEHRINGER - CHAIRMAN Enclosure Copy of Decision to : Building Department — By Linda Kowalski Planning Board Suffolk County Planning Commission Mr. and Mrs . James Tyler S�FFfl1kC L(,h Southold Town Board of Appeals r MAIN ROAD - STATE ROAD 25 SOUTHOLD, L.1., N.Y. 11971 TELEPHONE (516) 765-1809 ACTION OF THE ZONING BOARD OF APPEALS Appeal No. 3638 Application Dated May 20 , 1987 TO: Richard F. Lark , Esq . [Appellant (s) ] as Attorney for JAMES AND MARY TYLER Main Road , Box ._973 - Cutchogue, NY , 11935 At a Meeting of the Zoning Board of Appeals held on July 27 , '1987 , the above appeal was considered, and the action indicated below was taken on your [ ] Request for Variance Due to Lack of Access to Property New York Town Law, Section 280-a [X] Request for Special Exception under the Zoning Ordinance Article VII , Section 100-70 (B�[4] as Modified to Permit ehiclt Poor to Face Stheet as. onatdructed [ ] eques or ariance to a Zoning r finance Article , Section [ ] Request for Application of JAMES AND MARY TYLER for a Special Exception modifying Appl . No . 3400 to permit vehicle doors facing street side as constructed in this establishment of a public garage under Article VII , Section 100- 70 (6 ) [4] of the Zoning Code . Location of Property: 6795 Main Road , Laurel , NY ; Mattituck Holding Co . Minor Subdivision Lot #3; County Tax Map District 1000 , Section 125 , Block 1 , Lot 19. 6 . WHEREAS , public hearings were held on June 18 , 1987 and concluded on July 16 , 1987 , in the Matter of the Application for JAMES AND MARY TYLER under Application No . 3638 ; and WHEREAS , at said hearing all those who desired to be heard were heard and their testimony recorded ; and WHEREAS , the Board has carefully considered all testimony and documentation submitted concerning_ this application ; and WHEREAS , the Board Members have personally viewed and are familiar with the premises in. question , its present zoning , and the surrounding areas ; and WHEREAS , the Board made the following findings of fact : 1 . The property in question is situated along the north side of the Main Road (State Route 25 ) , Laurel ; is known and referred to as Lot #3 , Mattituck Holding Co . Minor Subdivision #274 , is located in the " B- l " General . Business Zoning District , and is identified on the Suffolk County Tax Maps as District 1000 , Section 125 , Block 1 , Lot 19. 6 . 2 . The premises is presently improved with a public-garage structure under construction pursuant to Building Permit #154822 issued November 10 , 1986 . The garage structure is. set back 185 feet from the front property line (along the Main Road) , with minimum sideyards at 25 feet and 25 feet , all as shown by site plan map prepared by Roderick VanTuyl , P . C . amended May 19 , 1986 . The premises contains a total lot area of 52 ,530 sq . ft. with 133 ft . frontage ( lot width ) along the north side of the Main Road. 3. On January 9 , 1986 , this Board rendered a conditional Special Exception under Application No . 3400 for the establishment of a_ public garage for repair of motor vehicles . A copy of that A� INUED ON PAGE TWO) -CHAIRMAN, SOUTHOLD TOWN ZONING BOARD OF APPEALS Form ZB4 (rev. 12/81) Page 2 - Appl . No . 3638 Matter of JAMES AND MARY TYLER Decision Rendered July 27 , 1987 determination was filed with the Office of the Town Clerk and copies distributed to the Building Department and the applicants , Mr . and Mrs . James Tyler , January 17 ,_ 1986 . 4. On June 23 , 1986 , the Southold Town Planning Board signed the Site Plan Ma_p . 5. On November 10 , 1986 , Building Permit #15482Z was issued, and construction of the building commenced some time thereafter . 6 . During the latter part of March , 1987 , the Building Department was notified of possible. violations in the building construction , and on May 19, 1987., this application was filed for a modification of the Board ' s previous Action , Condition No . 7 , under Application No. 3400 . 7. It is the position of the Board that inasmuch as the Building Department had not issued a Stop Work Order during the Latter part of March for violation of Condition No . 7 of the Z . B . A. decision by _permitting the vehicle doors to face the street side rather than the rear, all landscaping , driveway , curb cuts , parking areas , and building activities _ . continued . At this point , substantial parking _areas , egress , ingress , and most of the site-plan .elements as well as the building and landscaping , have been completed and -, would entail great expense by the owners to modify. 8 . It is the opinion of the Board that the placement of the building as constructed. ,at 185 feet from the front property line and planting of pines along the sides lend to the granting of ,this application . _ In considering this application , the Board has : (a ) considered items [al, through [I ] of the Zoning Code ; ( b) determined the use as a public-, garage will not prevent the orderly and reasonable use of adjacent properties or of properties in adjacent use districts ; (c )„ determined the safety , health , welfare , comfort , convenience , and order of the Town will not be adversely affected by the proposed use and its location ; (d ) determined that the use is in harmony with and will promote the general purposes and intent of zoning since this is a use permitted by legis- lative action and will meet all other requirements of the zoning code and Conditions rendered under Application No . 3400 . Accordingly , on motion by Mr. Sawicki , seconded by Mr . Douglass , it was RESOLVED , to GRANT a modification of the Special Exception rendered under Application No . 3400 on January 9 , 1986 , to permit the construction of vehicle entrance/exit doors to face the street , as exists , as applied in the Matter of JAMES AND MARY TYLER under No . 3638 , AND SUBJECT TO THE FOLLOWING: 1 . Compliance with . Conditions 1 , 2 , 3 , 4 , 5 , 6 , 8 , 9 , and 10 of this Board ' s Decision .under Appl . No . 3400 rendered January -9 , 1986 ; 2 . Planting and maintenance of pine trees a length of 110 feet , along both side .propehty lines of. the front p.a-rking areas , from a point at the front of ,the existing buildings and extending to the front berms ; pine trees shall have a minimum height of three feet, or higher (without height limitati,pn ) ; Page 3 - Appl . No. 3638 Matter of JAMES AND MARY TYLER Decision Ren e� red July 27 ,_ 1987 3 . No dismantled vehicles , parts or similar articles in front of the building under any circumstances ; no dis- mantled vehicles , parts of similar articles to be kept in other yard areas (except by screened enclosure ) ; 4 . Any and all school buses and vehicles larger than a passenger car to be kept within the rearyard area ; 5 . Premises shall not be used as a bus or other large vehicle storage yard (except those under temporary repairs ) . Vote of the Board : Ayes : Messrs . Goehringer , Grigonis , Douglass and Sawicki . (Member Doyen of Fishers Island was absent. ) This resolution was duly adopted . I GERARD P . G H NGER, HAIRMAN July 28 , 1987 PERM 42f (11185) STAF NEW YORK — DEPARTMENT OF TRANSPORTATION _ - SH No. 8181 Permit Fee $x 50_00 +n n Est.Compl.Date _9/17/86 Ins. Fee $ o to "' "n•1 a Total Received E jr.9 $j>_ Check or M.O. No. 734 HIGHWAY WORK PERMIT Permit No.10 --36- _,)abU_.0625 n C L J Liability Insurance Deposit Ree.for S Policy No. Expiring Check or M.O. No. Disability Benefit Coverage Dated Policy No. or g znnn Permittee Tampa Tyler Chargeable to Bond No. -RN$553.896 Address Rox 733 or Undertaking on File City Mart-it-seri State NV Zip 11952 Workmen's Compensation Policy No. Mailing Address for Return of Bond or Deposit Return of Deposit Made Payable To: complete Only if Different From Permittee) (Complete only if different from above.) Name Name Address Address City State — Zip City State_ Zip Under the provisions of the Highway Law or Vehicle &Traffic Law permission is hereby granted to the permittee to ripen n/R/o Rte. ,QS s./n Rra; Ann., TaurpT for tho pjirpO—n nf inatAlling am—n" widp rs+rh eiit (drn rh) concr ate spec in the county of g1€fial-k as set forth and represented in the attached application;at the particular location or area,or over the routes as stated therein, if required; and pursuant to the conditions and regulations,whether general or special, and methods of performing work, if any;all of which are set forth in the application and form part of this permit. Dated at , N.Y. Commissi of Trtatio Date Signed Q/77/Rf, IMPORTANT THIS PERMIT,WITH APPLICATION AND DRAWING (OR COPIES THEREOF) ATTA ED, SHALL BE PLACED IN THE HANDS OF THE CONTRACTOR BEFORE ANY WORK IS STARTED. NOTICE — It is absolutely necessary that the permittee notify A.—?..- IMER — D 0 T pPsjt , f ngineer, whose address is NYS OUICE uTnr tV=42 tatrM tasty s UA=F nntzs gy 9A HR_ WinTTTrTCATTON RF.=Rttit Tel.No. Z6n_6n75 before work is started and uppn its compfetion. UPON COMPLETION OF WORK AUTHORIZED,THE FOLLOWING WILL BE COMPLETED AND SIGNED BY THE PERMITTEE AND DELIVERED 'TO THE RESIDENT ENGINEER Work authorized by this Permit was completed on (Date). Refund of deposit or return of bond or reduction of amount charged against bond or deposit on file for this permit whichever is appropriate, is requested _ Date PERMITTEE AUTHORIZED AGENT (IF ANY) Upon acceptance of work performed as satisfactorily completed, the Resident Engineer will sign the following and forward to the Regional Office. Work authorized by this Permit has been satisfactorily completed and is accepted. Date RESIDENT ENGINEER The Regional Office will forward this form to the Main Office with the appropriate box checked. To: HIGHWAY PERMIT SECTION: ❑ Refund of Deposit on this Permit is authorized. ❑ Return of Bond furnished for this Permit is authorized. ❑ Amount charged against Blanket Bond for this permit may be cancelled. ❑ Retain Bond for future permits Date REGIONAL TRAFFIC ENGINEER The issuing authority reserves the right to suspend or revoke this permit, at its discretion without a hearing or the necessity of showing cause, either before or during the operations authorized. The Permittee will cause an approved copy of the application to be and remain attached hereto until all work under the permit is satisfactorily completed, in accordance with the terms of the attached application. All damaged or disturbed areas resulting from work performed pursuant to this permit will be repaired to the satisfaction of the Department of Transportation. Upon completion of the work within the state highway right-of-way, authorized by the work permit, the person, firm, corpora- tion, municipality, or state department or agency, and his or its successors in interest, shall be responsible for the maintenance and repair of such work or portion of such work as set forth within the terms and conditions of the work permit. PERM 33e(11/85) O STATE OF NEW YORK PREPARE 3 COPIES DEPARTMENT OF TRANSPORTATION HIGHWAY WORK PERMIT APPLICATION FOR NON-UTILITY WORK Application is hereby made for a highway work permit Highway Work Permit No. 10-86-0625 Name Effective Date 91t�7I;g(i Address __—ox 733 -- City 14attitilick State NY Zip 11952 RETURN OF DEPOSITIBOND TO: RETURN PERMIT TO: (If different from above) (COMPLETE ONLY IF DIFFERENT FROM PERMITTEE) Name _ Name Address _ Address City State Zip City _ State Zip 1. Requested duration from 19 thru 19 _ to apply to the operatiorl checked below: 2. Protective Liability Insurance covered by Policy No. ; expires on 19 3. Workers' Compensation Insurance Policy No. expiring 4. Disability Benefits Coverage Policy No. Show Ins. Fee in Aml. Total Amount Guarantee Check or CXECN TYPE OF OPERATION Perm It or PERM 11 or of Fee and/or Deposit Amount Bond FeeUndertaking on file Insurance and/or Bond Number 4. Single job Permit Issued for each job Lk a. Driveway or roadway ❑ Residential $ 15 C Commercial Minor 150 2.50 152.50 3000.00 RN455139 L�Jf Commercial Maio 500 ❑ Subdivision Street 300 Li Temporary access road or street 25 ❑ to, Improvement ❑ Residential 15 ❑ Commercial 25 Check additional description below. ❑ Install sidewalkcurb paving,stabilized shoulder. drainage,etc. ❑ Gradeseed, improve land contour,clear land of brush,etc. LJ Resurface existing roadway or driveway L� c. Tree Work l J Residential 15 L 7 Commercial(not required for pruning d utility has annual maintenance permit) 25 Check additional description below'. ^I Removal or planting LL Pruning, applying chemicals to stumps_etc. d. Miscellaneous Construction ❑ Beautifying ROW Uor Civic Groups only) NG ❑ Temporary signs,banners. Christmas decorations 25 �! Traffic control signals 500 I❑ Warning and entrance signs 25 5. Encroachments caused by D.O.T. acquisition of property 25 I 1 6. Compulsory permit required when work performed at the request of D.O.T. a. Building demolition or moving requested by D.O.T Demolition Moving NC b. Improvement to meet D.partment standards NC ^JOHK MAY BE DESCRIBED BRIEFLY AS FOLLOWS _ To-Open_fats/Rke._95.-Ulli Eray Ave. . Laural for tl:e purpos of installing-30'-O"_ wide curb_cut_(drop__cur5)concrete_Curb &..sidewalk full frontage; asphalt iT, entrance area shall be trafficbearing (state_specifications);_-.nterior_curb-channelization; internal,iaF $ BQtiPrtq a, x01 13;l5 page and/or _ _ Map is attached showing work to be performed at: n _ _ nlur.g _.. _. across - _ _ ) State Route 8181 'r H•,far-rr., :.I Ir"T - — ynd Ft rcnce Marnar .n the form of -_ Lamm Suffolk _ knn,n ,_ Southold _. rS,J ;tr fS. ,�h6GN a,(JrOprtdLe :!O/I 11 JS or GEIS Lae.] „ „tr nl ,.r nrn 3lenal. exdn'.p t. ..r T uU iuf Ter acliuit 15 !U'lwled _. ... L.'. r „xc� 1 spy .L _,:1�QL' E17 EPJT9 FOR I IIGI aNAY'vYORK PER�IIS. .. _.; - r....;i, s_ii:: 1 vn a aGphcahon and on the permit. 19 ._..._. . i Permit $et oxr�INAt sic 'ieside)cy `to ptember 17 86 31 71:1131:21: q0il No re€D st PERM33e(111ft REVERSE RESPONSIBILITIES OF PERMITTEE 1. PROTECTIVE LIABILITY INSURANCE COVERAGE Permittee must have protective liability insurance coverage in accordance with Department requirements. (See Certificate of Protective Liability Insurance for Permits on State Highways Form PERM 17) Expiration of,or lack of,liability insurance automatically terminates the permit. Insurance coverage may be provided by furnishing the Department with one of the following: a. A Certificate of Protective Liability Insurance for Permits on State Highways (Form PERM 17 NYSDOT). b. A $2.50 remittance (check drawn on a New York State Bank or Certified) for coverage under the Departmental Blanket Policy. c. Undertakings are limited to Public Service Corporations andgovernment units. They must be executed through an insurance/bonding company and are subject to approval by NYSDOT Office of Legal Affiars. 2. COMPENSATION INSURANCE AND DISABILITY COVERAGE The applicant is required to have compensation insurance and disability coverage as noted in the provisions of the Worker's Compensation Law and Acts amendatory thereof for the entire period of the permit,or the permit is invalid. 3. NOTIFICATIONS Notify Commissioner, through Regional Office,one week prior to commencing work,except emergency work by public service utilities which should be reported the next work day. Work must start within 30 days from date of permit. Notify area gas distributors 72 hours prior to any blasting. Notify utility companies with facilities in work areas (permission must be obtained before doing work affecting utilities' facilities) before starting work in accordance with Industrial Code 53. Notify Department of Transportation at conclusion of work and return original copy of permit to Resident Engineer. Annual Maintenance Permit Notifications: Notify by telephone the Reg Tonal or Resident Engineer's office, one week in advance, each time regular maintenance work is to be performed.In emergencies,notification by telephone should be made the next work day. 4. SITE CARE AND RESTORATION An Undertaking a bond or certified check in an amount designated by the Department of Transportation may be required by the Regional Office, before a permit is issued, to guarantee restoration of the site to its original condi- tion. If the Department is obliged to restore the site to its original condition the costs to the Department will be deducted from the amount of the permittee's guarantee deposit at the conclusion of the work. The permittee is responsible for traffic protection and maintenance including adequate use of signs and barriers during work and evening hours. Anyone working within the R.O.W. will wear an orange vest and Bard hat. No unneccessary obstruction is to be left on the pavement or the right-of-way or in such a position as to block warn- ing signs or between work hours. No work shall be done to obstruct drainage or divert creeks, water courses or sluices onto the right-of-way. All falsework must be removed and all excavations must be filled in and restored to the satisfaction of the Regional Maintenance Engineer. 5. COSTS INCURRED BY ISSUANCE OF THIS PERMIT All costs beyond the limits of the protective liability insurance, surety deposits, etc., are the responsibility of the permittee. The State shall be held free of any costs incurred by the issuance of this permits, direct or indirect. 6. SUBMITTING WORK PLANS The applicant will submit work plans and/or a map as required by the Department. This shall include such details as measurements of driveways with relation to nearest property corner, positions of guys supporting poles and a schedule of the number of poles and feet of excavation necessary for completion of the work on the State right-of- - way. A description of the proposed method of construction will be included. Plan work with future adjustments in mind, as any relocation, replacement or removal of the installation authorized by this permit and made necessary by future highway maintenance, reconstruction or new construction, will be the responsibility of the permittee. Driveway plans should be prepared in accordance with the POLICY AND STANDARDS FOR ENTRANCES TO STATE HIGHYS. The permittee must coordinate his work with any state construction being conducted. 7. TRAFFIC MAINTENANCE A plan detailing haw the permittee intends to maintain and protect traffic shall be submitted with work plans.Traffic shall be maintained on the highway in a safe manner during working and non-working hours until construction is completed. The permittee is responsible for traffic protection and maintenance, including adequate use of signs, barriers, and flag persons during working and non-working hours until construction is completed. All sketches will be stamped with "MAINTENANCE OF TRAFFIC SHALL BE IN CONFORMANCE WITH THE NEW YORK STATE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES." 8. COST OF INSPECTION AND SUyPERVISIONPrior to issuance of the Hi k Permit p TION PAYMENT AGREEMP FOR HrIGHWAI�WORKrPERMITSmittee I(FORl be MQPERMt50)agree ngn a toRthe payment ment of N AND INSPEC- TION and supervision charges for Department employees.Supervision and inspection charges will be based on number of work days. NOTE: Work day is determined on basis of minimum of four (4) hours of inspection. 9. SCOPE a. Areas Covered Permits issued are for highways, bridges and culverts over which the New York State Department of Transporta- tion has jurisdiction. (Local governments issue permits for their own jurisdiction.) b. Legal The privilege granted by the permit does not authorize any infringement of federal, state or local laws or regula- tions, is limited to the extent of the authority of this Department in the premises and is transferable and assignable only with the written consent of the Commissioner of Transportation. c. Commissioner's Reservation The Commissioner of Transportation reserves the right to modify fees and to revoke or annul the permit at any time, at his discretion without a hearing or the necessity of showing cause. d. Locations Work locations must be approved by the Department. e. Maintenance Property owners having access to a state highway shall be fully responsible for the maintenance of their driveway in accordance with POLICY AND STANDARDS FOR ENTRANCES TO STATE HIGHWAYS. 10. COMPLETION OF PROJECT Upon completion of the work within the state highway right-of-way authorized by the work permit, the person and his or its sucessors in interest, shall be responsible for the maintenance and repair of such work or portion of such work as set forth within the Terms and Conditions of the Highway Work Permit. MAY oil 118 FLn__�si'{ .�� r._. ---s�'�° ✓g . . /--- '� -17rb.'s, //, /9+'br t,-4&a _c. 'ly .. ----------- . 01, MIT \ 4T�O/ri ve ui�7 1 -- '�'� • /.�, e3in cr1 ./� '� 1f. Paerert DA[P g h '.V. ,�1 w„Y .,VT��—.,►s �4'� i ,'y�, ,�"C..�J,,�b', ,S'.V Yrl��Z � \� f�v.f ' 111 1�••f'Y�! 1 a'w!1'Q!' q��.A 4,+. �•I I~M� Up+ (��(`�I ,u.ls�'^ � cis wi'•+Qar��d'i � rx,.�;� �+''• .R /f't,9'. jPt�r..v.li9 ' ���� ~l �� ,', d�C/I P• -, -ewripl(iw®mowrsww�cr� ra SON !✓! ,Gid (.!/x a �j7 o c C'�. w.u�aesauoswnn.war•�M..w'nauw.wvf�.nswr�.+m�s«wwrwms.a sa]/�•�>R �:spl�f.>O,iRi�sSl��al0�' /l:'/� PERM 58 (7/80) NEW YORK STATE DEPARTMENT OF TRANSPORTATION CONSTRUCTION SPECIFICATIONS FOR HIGHWAY WORK PERMIT 1 . Highway pavement is not to be opened unless authorized on front sheet (Perm 42b) of this Permit. 2. Sleeves shall be jacked under the highway for all highway crossings, unless permission to cross in any other manner is given in writing by the Department of Transportation; and jacking and receiving pits must be kept a minimum of 5 feet from the edge of pavement. As a general rule, the "open cut" method for crossing a highway will not be permitted; the need for any such open cut must be substantiated by the permittee and permission granted from the Depart- ment of Transportation on the basis of satisfactory sheeting, maintenance and protection of traffic, compaction equipment, etc. 3. Any excavation in excess of 5 feet in depth must be sheeted in accordance with Code Rule 23 and OSHA. Any excavation closer than 5 feet to the edge of pave- ment must be sheeted as directed by the Department of Transportation. All backfill must be compacted in a manner satisfactory to the Department of Transportation. 4. Adequate signs, barricades, and lights, in accordance with the standards of the New York State Manual of Uniform Traffic Control Devices, Subchapter G, shall be provided. Barricades, whether in sidewalk or roadway area, shall have prominently displayed, for police convenience, the address and telephone number of 24-hour availability of someone who can reset the lights and barricades if it should become necessary. 5. Pedestrian and vehicular traffic is to be maintained and protected at all times. There shall be no unprotected or unlighted drop-offs or obstacles. No pavement openings will be permitted to remain open overnight. They must be backfilled or plated at the end of the workday. Open holes outside the pavement shall be fenced or guarded. The permittee agrees to pay all costs incurred by the State, including man-hours and equipment use, necessary to correct any unsafe conditions on a Permit site. 6. In the event that the permittee has permission from the Department of Transpor- tation to open the pavement, only one lane at a time may be opened provided safe two-way traffic is maintained at all times, with adequate signs and barricades to warn the public whenever work is performed on the highway. As stated above, no pavement area may be left open overnight or on weekends. 7. Adequate access to adjacent properties must be provided. 8. Pavement and Paved Shoulders - Minimum size replacements in finished concrete or asphalt on concrete base shall be 10 feet X width of panel . In all cases, if the replacement is within five feet of a joint, or five feet of a major crack, the replacement must extend to the joint or crack. Any opening in con- crete pavement shall be saw cut and final restoration must be done with High Early Class F concrete mix. In the case of an opening in asphalt, the minimum size replacement shall be 4 feet X 4 feet or at least 18 inch cutback beyond the size of the hole. Asphalt restoration shall be made by cutting, with a wheel or jackhammer the existing adjacent asphalt square, painting the exposed face with hot asphalt, placing the new asphalt, and compacting with a ten-ton roller. Surface variations in excess of 1/4 inch shall be eliminated or the pavement relaid. Unless otherwise directed by the Department of Transportation, asphalt shoulder restoration shall be 4 inches Item 403 (2 1/2 inch Binder and 1 1/2 inch Top) on a sound base. 9. Sidewalk, where disturbed, shall be replaced to full panels of a minimum size 4 feet X 4 feet or as marked when found. Concrete curb where worked on, as in the case of the installation of a new curb cut in an area of existing full curb, or vice versa, shall be removed to its full depth and replaced in accordance with Typical Sections from the Department of Transportation. PERI 58 (7/80) REVERSE 10. Cold Patch - .A minimum of depth of 2 inches of asphalt concrete, whether cold patch or hot asphalt is used, shall be placed as a_temporary surface in any pavement, shoulder, or sidewalk opening that must be restored to use prior to permanent restoration. Where temporary asphalt is required, the edges shall be cut square and the temporary asphalt placed on a well-stabilized base. It is the permittee's responsibility to maintain any temporary patches in a safe and useable condition. 11 . Drainage - There shall be no contribution to, nor interference with, drainage along the State Highway, either during the permit work or after, as a result of such work. Drainage along highway is not to be obstructed. Profile of drive- ways and the cross-section of the finished shoulder shall be such as to follow the drainage cross-section of the highway shoulder. Initial slopes shall be away from pavement of highway. Finished driveways which block or otherwise interfere with the normal flow of drainage shall be removed and replaced by the permittee to the proper grade, or, if permitted in writing, the permittee shall construct the necessary leaching basin to relieve the adverse condition, all to the specifications of the Department of Transportation. 12. No trees within the State right-of-way may be cut or trimmed, either above or below ground without permission in writing from the Department of Transportation. The Regional Landscape Architect will be given 72 hours notice and a joint inspection arranged, if the work in any way jeopardizes the trees. The permittee agrees, by acceptance of this Permit, to replace any trees damaged without permission of the Department of Transportation. As a general rule, trees will NOT be permitted to be planted in the grass area between curb and sidewalk. 13. The permittee shall keep the roadway free of foreign objects, such as rocks, timbers , and other items that may fall from transporting vehicles. Spillage of material carried by, or dropped from the undercarriage of any carrying vehicle resulting from the permittee's hauling operation along or across the public-traveled way shall be removed immediately and such roadway shall thereafter be maintained free of such spillage. 14. All materials must come from State approved and inspected sources. All con- crete delivered by transit mix must be shipped in an approved carrier. Asphalt concrete must be within specification temperatures and the load properly covered with a canvas. 15. No official State Department of Transportation signs may be disturbed without approval from the Permit Unit. If it is necessary to relocate such signs, the Regional Tra-ffic Section must be contacted for the new location. 16. In State Contract areas the permittee must conduct his work in conformity with the schedule of the State's Engineer-in-Charge and contractor, and all work must be done to the satisfaction of the State Engineer-in-Charge. 17. The permittee shall furnish the Department of Transportation with a telephone number of 24-hour availability, where a demand for emergency repairs will be immediately honored. Furthermore, the permittee agrees to assume all responsi- bility for emergency repairs required, whether the need arises as a result of his contractor's work, by storm damage, or by any other means which renders his contractor's work area unsafe in the opinion of this Department or the Police Department. In the event that it becomes necessary to call out State Highway Maintenance forces to restore a permit site to a safe condition, the permittee will be back-charged for all manpower and equipment charges involved. 18. All work must be done in accordance with New York State Department of Transportation specifications. CONSTRUCTION SPECIFICATIONS FOR HIGHWAY WORK PERMITS 19. All permittees are cautioned about potential conflicts with underground direct burial cables, conduit, pullboxes, and equipment cabinets that have been or are being installed for traffic signal power, Interconnection, or as part of the Integrated Motorist Information System (IMIS) . The Permittee will be responsible for any damage done to such underground State facilities. Prior to beginning anv excavation work or installation of posts, signs, etc. , the permittee shall locate, markout, and protect , all traffic signal and IMIS underground facilities within his work site in a manner approved by the State. The permittee shall avoid interference wherever possible. Where underground facilities are encountered, the permittee shall hand excavate and use whatever precautions are necessary to avoid interference of any type. All underground facilities damaged by the permittee or the permittee's contractor shall be replaced or repaired as ordered by and under the direction and' supervision of the State. The permittee shall be responsible for all costs to make such repairs. The State will determine what contractor (and not necessarily the Permittees contractor) will make the necessary repairs or restoration on State traffic facilities. Permittees are cautioned that abandoned cables exist in many areas, which may tend to mislead tone-out operations. The permittee or the permittee's contractor shall immediately notify the Permit Department if any interferences are encountered or anticipated. In order to advise the permittee and the permittee's contractor of the extent of possible costs which can be incurred for damage to existing IMIS cable plant by his operations, it is noted that (a) direct burial splices are not permitted and (b) no more than one repair, which usually consists of two splices, is permitted between two originally installed pullboxes. If additional splices are required, the complete buried cable run of sometimes one-half mile shall be replaced. Upon completion, all repairs shall be tested in accordance with approved IMIS test procedures and the repair must be found acceptable to the State. Additionally, if a permittee fails to locate, markout, and avoid interference, the permittee agrees to pay the State additional charges incurred by the State including engineering,. inspection, integration, maintenance, and operations charges. IMIS As-builts will be made available for permittee's review at the IMIS Control Center in the Region 10 office (phone (5161 360-6733) . The as-built plans show the approximate location of IMIS facilities. The permittee or the permittee's contractor shall be responsible to field locate all IMIS underground facilities within the permittee's work site which may be affected by his operations. PERM•411d 14186) METHOD OF PERFORMING WORK WITHIN THE STATE HIGHWAY RIGHT OF WAY I. GENERAL CONDITIONS These conditions and regulations apply to Highway Work Permits authorizing work within the State highway right of-way for water mains,gas mains,sewer lines and miscellaneous structures. General conditions apply to telephone and telegraph installations as well as specific conditions on the setting and resetting of poles. These conditions, and any special conditions which are added to this form, are enforceable by the Department of Transportation. A. TIME 1. Work under the permit shall be commenced within thirty(301 days from the date of permit issuance unless a later starting date is approved by the Regional Traffic Engineer. B. REQUIREMENTS All the current requirements of the following shall apply: Occupational Safety and Health Administration,Federal Department of Labor,Safety and Health Standards 129 CFR 192611910); Part 131, Title 17,New York Code of Rules and Regulations,Accommodation of Utilities Within State Right-of-Way; New York State Department of Labor, Industrial Code Rule 23,Protection of Persons Employed in Construction and Demolition Work;Industrial Code Rule 53,Construction,Excavation and Demolition Operations At Or Near Underground Facilities. Temporary soil erosion and water pollution controls shall be used as required. The final decision on the method of underground installation will be made by the Regional Director or his representative. 1. Work Within Pavement and Shoulder Areas a. Installations that cross the pavement and shoulder area.Wherever practical,all underground installations shall be placed beneath the pavement and shoulder areas without disturbance to these paved surfaces. 1) Boring, Jacking, and Tunneling Methods DESIGN al The location of all excavations (lacking pits, eta) shall be shown in plan and profile. Ill The soil profile and groundwater conditions shall be determined by adequate subsurface exploration. c) The location of all other existing utilities shall he shown. d) The construction equipment and procedures to be used shall be described in the permit application. el The design of all excavations, including ground and surface water control where necessary, shall be made available for review by the Department. If The underground installation shall be described in detail, i.e. size, length, depth, material, provisions for grouting, etc. gl Pipes shall generally be enclosed in sleeves or larger pipes.Small diameter services(2 inch I.D.or smaller)may he placed without sleeving at the discretion of N.Y.S.O.O.T. h) The limits of an open excavation shall not be closer than 10 feet to the edge of the pavement unless approved by the Department. Open excavations shall be protected with the required controls for safety and for the maintenance and protection of traffic in accordance with the New York State Department of Transports tion, Manual of Uniform Traffic Control Devices. CONSTRUCTION a) Grouting operations may be required if surface settlement,loss of sail or voids around the pipe develop.When grout is required,it shall consist of 1 part cement to 2 parts sand, by volume, and sufficient water to produce a consistency suitable for placing the grout. bl Backfill of open excavations shall be as required under 2.) f) Open Excavation Method. 2) Open Excavation Method DESIGN a) The location of all pavement crossing by the open excavation method shall be shown in plan and profile. b) The soil profile and groundwater conditions shall be determined by adequate subsurface exploration. cl The location of all other existing utilities shall be shown. d) The design of all excavations, including ground and surface water control where necessary, shall be made avaiable for review by the Department. e) When requested, the construction equipment and procedures to be used shall be described in the permit application. f) Pipe installations shall be done according to the requirements of the appropriate New York State Department of Transportation's Standard Sheets.The required granular material shall meet the material requirements for Select Granular Fill in the current New York State Department of Transportation's Standard Specifications including addenda. Exceptions will only be allowed if prior approval is granted by the Regional Soils Engineer. Ill Pavement shall be saw cut at termination points of pavement replacement. CONSTRUCTION a) Pavement and shoulder removal shall be done in a manner that provides for proper restoration of the replacement section.Straight,vertical cuts of the pavement will be required.Pavement surfaces that become undermined shall be cut back and removed.Alternative repair methods may be used if prior approval is granted. fill The backfill material shall be placed and compacted according to the requirements far backfilling structures,culverts,pipes,conduits and direct burial cable described in Section 200, Earthwork, New York State Department of Transportation's Specifications, including addenda. c) Generally,cuts shall be filled at the end of each working day.With prior approval, steel cover plates may be used. Recessing of these plates may be required. dl Temporary pavements and shoulders shall be placed as soon as a crossover installation is completed. b. Installations that are longitudinal to the pavement. 11 Open Excavation Method DESIGN a) The location of all open excavations shall be shown in plan and profile. III The soil profile and groundwater conditions shall be determined by adequate subsurface exploration. c) The design of all excavations, including ground and surface water control where necessary, shall be made available for review by the Department. III The location of all other existing utilities shall be shown. e) Pipe installations shall be done according to the requirements of the appropriate New York State Department of Transportation's Standard Sheets.The required granular material shall meet the material requirements for Select Granular Fill in the current New York State Department of Transportation's Standard Specifications, including addenda. Exceptions will only be allowed if prior approval is granted by the Regional Soils Engineer. CONSTRUCTION a) Pavement and shoulder removal shall be done in a manner that provides for proper restoration of the replacement section.Straight,vertical cuts of the pavement will be required.Pavement surfaces that become undermined shall be cut back and removed.Alternative repair methods may be used if prior approval is granted. b) The backfill material shall be placed and compacted according to the requirements for backfilling structures,culverts,pipes,conduits and direct burial cable described in Section 200, Earthwork, New York State Department of Transportation's Specifications, including addenda. c) Generally, cuts shall be filled at the end of each working day. With prior approval,steel cover plates may be used.Recessing of these plates may be required. d) Permanent or temporary pavement shall be placed immediately as sections of the total installation are completed to subbase elevation.Gravel surfaces in shoulder areas may be used if prior approval is granted. 21 Boring, Jacking, and Tunneling Methods DESIGN a) All the requirements of B.I. a. 1.) DESIGN al through g)shall apply. CONSTRUCTION a) All the requirements of 0.1 a. 1.1 CONSTRUCTION a) and b)shall apply. b) Open excavations shall be protected with the required controls for safety and for the maintenance and protection of traffic in accordance with the New York State Department of Transportation, Manual of Uniform Traffic Control Devices. cl The requirements of B.I. b. 1.) CONSTRUCTION dl shall apply. 2. Work Outside the Pavement and Shoulder Areas a. Open Excavation Method DESIGN a) All the requirements of B.I. h. 1.) DESIGN shall apply. fill Open excavations shall be protected with the requried controls for safety and for the maintenance and protection of traffic in accordance with the New York State 0epartment of Transportation, Manual of Uniform Traffic Control Devices. CONSTRUCTION a) The backfill material shall be placed and compacted according to the requiremerrs for backfilling structures,culverts,pipes,conduits and direct burial cable described in Section 200, Earthwork, New York State Department of Transportation's Specifications, including addenda. PERM 41-1d 141861 , REVERSE b. Boring. Jacking, and Tunneling Methods - - a) All the requirements of 8.1. a. 1.1 DESIGN a)through f)shall apply. b) Open excavations shall be protected with the required controls for safety and for the maintenance and protection of traffic in accordance vjt!.the New York State Department of Transportationn, Manual of Uniform Traffic Control Devices. CONSTRUCTION a) All the requirements of B. 1. a. 1.1 CONSTRUCTION shall apply. C. SUBBASE. PAVEMENT AND SHOULDER REGUIREMENTS(including manholes) 1. Subbase a. The subbase course shall be a minimum of 12 inches thick unless otherwise approved.The material shall meet the requirements of current Department of Transportation subbase course item as specified by the Regional Soils Engineer. It. Under the permit,construction which adversely affects the subsurface drainage of the powment structure shall be corrected by the addition of surface or subsurface drains,as required. 2. Pavement and Shoulders a. Permanent The replaced pavement shall be similar to the existing pavement in composition and texture.The selection of the material type and compositun shall be subject to the approval of the Regional Director or his representative.The limit of pavement replacement shall be such that the replaced pavement is supported by thoroughly compacted subbase material and the pavement is restored to the proper grade, cross slope and smoothness. When bituminous concrete mixtures are required for the pavement replacement,the layers shall consist of one or a combination of mixture types contained in Table 4011, Composition of Bituminous Plant Mixtures in Section 401 of the New York State Department of Transportation's Specification,including addenda. The mixture shall be placed at the proper temperature, without segregation, and compacted thoroughly. When portland cement concrete mixtures are required for pavement replacement,the mixtures shall consist of either Class C or Class F as contained in Table 5013,Concrete Mixtures in Section 501 of the New York State Department of Transportation's Specifications,including addenda.Class F is a high early strength mixture and should be used when early opening to traffic is desired. The concrete mixtures shall be placed without segregation,then consolidated,finished to the proper elevation,and textured.Curing the concrete pavement shall be in actor dance with one of the methods permitted in Section 502 pertaining to curing. Pavement shoulders, curbs, gutters and other incidental features shall be replaced in kind unless otherwise approved by the Regional Director or his representative. It. Temporary Pavement that is replaced temporarily may he paved with either a hot bituminous concrete mixture mentioned above or a cold bituminous patching mixture.When a cold patching mixture is used it shall consist of aggregate and bituminous material proportioned and mixed in a bituminous mixing plant or rotating paddle shaft pugmill.Regardless which patching mixture is used it shall be laid on a prepared foundation and thoroughly compacted.Since cold bituminous patching mixtures are subject to distortion by traffic,the temporary patch shall be maintained to provide a smooth surface until the pavement is permanently replaced. 3. Manholes Manhole frames and covers shall have sufficient structural adequacy to support the roadway traffic.The type of manhole frame and cover shall he approved by the Regional Director or his representative.The manhole frame shall he set flush with the surface of the roadway unless otherwise permitted by the Regional Director or his representative. 0. MAINTENANCE AND PROTECTION OF TRAFFIC 1. Traffic is to be maintained at all times during the progress of this work and adequate signs,barricades and lights shall be provided in accordance with the provisions of Sub-chapter H of the N.Y.S.Department of Transportation's Manual of Uniform Traffic Control Devices.A maintenance and protection of traffic plan may he required.No lanes shall be closed without prior approval. 2. The applicant shall erect and maintain suitable barricades around all trenches while work is in progress for the protection of the public,and they shall be suitably lighted by yellow lights at night. The work shall be carried on in such manner that not more than 100 feet of trench in earth remains open at end of day's work. 3. No pavement cuts are to be left unfilled over night,except in emergencies,and in such cases,adequate precautions must be exercised to protect traffic.Prior approval must be obtained to use steel plating. 4. No construction materials or equipment shall be left on the shoulders or pavement after working hours,nor shall any construction equipment or material be placed in any manner or location that will obstruct highway or railroad warning signs. 5. All open trench in the highway right of way shall be barricaded.There shall be conspicuously displayed bright red flags no less than 24"x 24"attached to such barricades and illuminated at night with flashing yellow lights.If in the judgment of the representative of the Commissioner of Transportation,flagmen are necessary,they shall he employed by the permittee and on duty at all times during the progress of the work so as to direct traffic and maintain yellow flashing lights, etc. 6. Soft shoulder signs of adequate size,not less than 24"square,shall be erected and maintained on all backfill trenches within the shoulder area until the backfill is thoroughly settled. These signs shall be located at the beginning of each section of work at intersections and at a distance not greater than 1000 feet apart. 7. During winter conditions highway shoulders shall be maintained free of obstructions which would interfere with snow removal and ice control. 8. The permittee shall keep the traveled way free of foreign objects such as rocks,timber and other items that may fall from transporting vehicles.Spillage of material carried by or dropped from the undercarriage of any carrying vehicle resulting from the permittee's hauling operations along or across any public traveled way shall be removed immediate. ly and such traveled way, both within and outside of the work limits, shall be kept free of such spillage by the permittee. E. COMPLETION OF WORK 1. All work is to be performed in a manner approved by the Resident Engineer of the State Department of Transportation. 2. All disturbed areas shall be returned to their original condition in a manner satisfactory to the Commissioner of Transportation or his representative 3. The permittee shall be required to restore shoulders and ditches and clean up the highway as his work progresses.All driveways shall be restored with material in kind and to their original conditions. 4. All surplus earth and rubbish shall be cleaned up and removed from the highway right-of-way upon completion of the work,and the highway left in a neat and orderly condition. 5. As built plans showing final grade of new installation and existing underground facilities encountered shall he provided to N.Y.S.O.O.T.if variation from approved design plans occurred during construction. F. NECESSITATED FUTURE WORK 1. The applicant agrees,that any present or future injury to or disturbance of the highway,its slopes or gutters,caused by placing mains and service pipe shall be repaired by the applicant at his own expense and in accordance with the requirements of the State Department of Transportation. 2. If necessity arises in the future because of the work an the State Highway system andlor its structures,requiring the removal, relocation or replacement of the installation authorized by the permit,said work shall be done as directed by the Commissioner or his representative, and all cost and expense so incurred shall be the obligation of the said permittee or his successor in interest. ll. TELEPHONE TELEGRAPH INSTALLATIONS A. SETTING OF POLES 1. All pales shall be set outside the ditch lines so that the proper drainage of the highway will not be interfered with.In case it is impracticable to set poles so as not to interfere with the flow of water in the ditches, the shoulder, ditch and space around the pales shall be paved by the applicant to protect against wash. 2. There shall be no obstruction to private driveways, connecting highways or roads, paths or sidewalks. 3. In case it is found necessary to trim trees within the boundaries of the highway,the least possible amount shall be done,and in all cases the consent of the abutting property owner must be secured before the poles are set and trees trimmed. 4. Poles shall be of sufficient length to provide a clearance of not less than eighteen feet between the wire and the crown of the highway,under the worst condtitions of temperature and loading. They shall be set in line and properly plumbed. They shall be well guyed. No guying to trees, unless by special permission of owner.Special precautions shall be taken on curves and where lines cross from one side of highway to the other. Pales shall be straight,sound,and the fittings shall be of sufficient strength to carry wires under the worst condition of loading (ice, wind, etc). 5. Where telegraph and telephone wires cross high tension power lines, electric light or trolley wires, special precaution shall be taken to maintain proper clearance under the worst condition of temperature and loading. B. RESETTING POLES 1. If necessity arises in future,because of work on the highway,to relocate,replace or reset poles,cables or conduits,said work shall be done at the expense of the applicant. III. SPECIAL CONDITIONS A. In addition to the aforementioned conditions,if it is found necessary by this Department to add to or otherwise modify the same,it is to be understood such changes shall form a part of the permit and he complied with immediately upon notice. IV. ADDITIONAL SPECIAL CONDITIONS AND SKETCHES See Attached Sheet. TEL. 765-1802 5VEF0(k�� TOWN OF SOUTHOLD OFFICE OF BUILDING INSPECTOR P.O. BOX 728 cr+ TOWN HALL 11 y 6 1986 `gyp SOUTHOLD, N.Y. 11971 allJ� oV Cpl ,�, yap June 6 , 1986 Planning Board Town of Southold Main Road Southold , NY 11971 Subject : James R . & Mary M . Tyler Amended site plan dated 5/19/86 Gentlemen : This will certify the above site plan in meeting zoning regulations . A curb cut permit must be applied for to The New York State Department of Transportation , for driveway access to premises from Route 25 , by the applicant . Edward F . Hindermann Building Inspector EFH : smw Ln , Southold Town Board of Appeals MAIN ROAD - STATE ROAD 25 SOUTHOLD, L.I., N.Y. 11971 TELEPHONE (516) 765-1809 APPEALS BOARD MEMBERS GERARD P. GOEHRINGER, CHAIRMAN CHARLES GRIGONIS, JR. SERGE DOYEN, JR. ROBERT J. DOUGLASS JOSEPH H. SAWICKI January 17 , 1986 Mr . and Mrs . James Tyler b 625 Marratooka Road Mattituck , NY 11952 Re : Appeal No . 3400 - Special Exception Dear Mr . and Mrs . Tyler : Enclosed please find a copy of the official findings and determination recently rendered by the Board of Appeals and filed this date with the Office of the Town Clerk concerning your application . In the event your application has been approved , please be sure to return to the Building Department for their authoriza- tion of any new construction , or for other written documents as may be applicable . If you have any questions , please do not hesitate to call either our office ( 765-1809 ) or that of the building inspector ( 765-1802 ) . Yours very truly , GERARD P . GOEHRINGER CHAIRMAN By Linda F . Kowalski Secretary Enclosure Copy of Decision to : Building Department Planning Board Suffolk County Planning Comm issio Mr . Henry E. Raynor a agent , P T Ln D S �1 � � Y Southold, N.Y. 11971 (516) 765-1938 October 24, 1985 Mrs. Judith Terry Town Clerk Town Hall Southold, NY 11971 Re: James Tyler Site Plan Dear Mrs. Terry: In accordance with your request, enclosed is a copy of all pertinent data from the file for the above mentioned site plan, as well as, a copy of the current survey. If you have any questions, please don' t hesitate to contact our office. Very truly yours, BENNETT ORLOWSKI, JR. , CHAIRMAN SOUTHOLD TOWN PLANNING BOARD By Diane M. Schultze, Secretary enc. SERV/�jTA , MAY i986 aUFFOL,� P Pf I d D T � 'LD S .- L` Y Southold, N.Y. 11971 (516) 765-1938 May 23 , 1986 Building Inspector Building Department Town Hall Southold, NY 11971 Re: James and Mary Tyler Dear Sir: Transmitted herewith are three surveys for the above mentioned site plan for construction of an automobile repair garage located at Mattituck. This has been referred to the Building Department for certification. Please contact this office if you have any questions . Very truly yours, BENNETT ORLOWSKI, JR. , CHAIRMAN SOUTHOLD TOWN PLANNING BOARD By Diane M. Schultze, Secretary Southold Town B o � � oard of Appeals MAIN ROAD - STATE ROAD 25 SOUTHOLD, L.1., N.Y. 11971 TELEPHONE (516) 7651809 ACTION OF THE ZONING BOARD OF APPEALS Appeal No. 3400 Application Dated September 10 , 1985 ( Public Hearing 12/12/85 ) TO: Mr . and Mrs . James Tyler [Appellant (s) ] Mr . Henry Raynor , as agent for the Applicants At a Meeting of the Zoning Board of Appeals held on January 9 , 1986 , the above appeal was considered, and the action indicated below was taken on your ( ] Request for Variance Due to Lack of Access to Property New York Town Law, Section 280-a [ X] Request for Special Exception under the Zoning Ordinance Article VII , Section 100-70 ( 8 ) [4] [ ] Request for Variance to the Zoning Ordinance Article Section ( ] Request for Application of JAMES AND MARY TYLER , 625 Marratooka Road , Mattituck , NY for a Special Exception to the Zoning Ordinance , Article VII , Section 100-70 (B) [4] for permission to establish and build public garage at premises known as 6795 Main Road , Laurel , NY ; Mattituck Holding Co . Minor Subdivision Lot #3 ; County Tax Map District 1000 , Section 125 , Block 1 , Lot 19. 6 . WHEREAS , a public hearing was held and concluded on December 12 , 1985 , concerning the Matter of the Application of JAMES AND MARY TYLER under Application No . 3400; and WHEREAS , the board has considered all testimony and documentation entered into the record concerning this application , and it is noted that no public opposition has been received ; and WHEREAS , the board members have personally viewed and are familiar with the premises in question as well as its surrounding area , and WHEREAS , the board made the following findings of fact : 1 . The property in question is situated along the north side of the Main Road (State Route 25 ) , Laurel ; is known and referred to as Lot #3 , Mattituck Holding Co. Minor Subdivision #274 , is located in the "B- 1 " General Business Zoning District , and is identified on the Suffolk County Tax Maps as District 1000 , Section 125 , Block 1 , Lot 19 . 6 . 2 . The premises is presently unimproved and consists of an area of 52 ,530 sq . ft . with 133 ' frontage ( lot width ) along the Main Road . 3. By this application , appellants request a Special Exception pursuant to the requirements of Article VII , Section 100-70 ( B ) [4] to construct and operate a public garage for repair of motor vehicles . 4. Submitted for consideration is a site plan as amended September 10 , 1985 , prepared by Roderick VanTuyl , P . C . showing a proposed 75 ' by 48 ' garage structure set back : (a ) 185 ' from the front property line , (b ) a minimum of 25 feet from the westerly side property line , (c ) 35 ' from the east side property line , (d ) approximately 130 feet from the rear property line . DATED: January 16 , 1986 . CHAIRMAN, SOUTHOLD TOWN ZONING BOARD OF APPEALS Form ZB4 (rev. 12/81) Page-2 - Appeal No A400 • • • Matter of JAMES AND MARY TYLER Decision Rendered January 9 , 1986 5 . For the record it is noted that site plan review has of this date not been finalized with the Planning Board in accordance with the requirements of Article XIII , although the Planning Board has recommended its approval . 6 . It is further noted for the record that a Waiver under the provisions of Local Law #14- 1985 (Article XVI , Section 100- 160 ) was granted by the Southold Town Board at a Regular Meeting held November 7 , 1985 , deeming this proposed use to be consistent with the uses in the "B- 1 " District as proposed under the pending Master Plan Update Zoning Code revisions . In considering this application , the board has : (a ) considered items [a] through [1 ] of the zoning code ; ( b ) determined the use will not prevent the orderly and reasonable use of adjacent properties or of properties in adjacent use districts ; (c ) determined the safety , health , welfare , comfort , convenience , and order of the town will not be adversely affected by the proposed use and its location ; ( d ) determined that the use is in harmony with and will promote the general purposes and intent of zoning since this is a use permitted by legislative action and will meet the requirements of the zoning regulations , subject to site plan approval by the Planning Board . Accordingly , on motion by Mr . Goehringer , seconded by Mr . Doyen , it was RESOLVED , to GRANT a Special Exception for permission to establish a public garage for repair of motor vehicles as applied in the Matter of the Application of JAMES AND MARY TYLER under Appeal No . 3400 , AND SUBJECT TO THE FOLLOWING CONDITIONS : 1 . No major repair work to be done out in the open ; 2 . No automobiles , automobile parts , dismantled or damaged vehicles , and similar articles , shall be stored out in the open . All vehicles to be serviced must be stored in the rearyard area or within the building , and the rearyard area to be used for such temporary storage must be properly screened with a six- foot stockade fenced ; 3 . The parking areas shall be as designated by the Planning Board and shall be laid out as to avoid the necessity of any vehicle backing out onto the street and shall be located not less than 10 feet from any property line . 4 . No sales of gasoline , fuel , or flammable oils are permitted , 5 . No motor vehicle sales are permitted ; 6 . Vehicle lifts or pits , dismantled vehicles , other than such minor servicing such as changing tires , shall be conducted within the building ; 7 . Vehicle entrance/exit doors shall be located at the rear of the building . 8. In the event it is found that the subject premises are being used in a manner other than that permitted by this approval or the zoning ordinance , or are in violation of these conditions or the zoning ordinance , the Board of Appeals may automatically terminate the relief granted hereunder ; 9 . This matter be referred to the Suffolk County Planning Page 3 - Appeal No . 3400 Matter of JAMES AND MARY TYLER Decision Rendered January 9 , 1986 Commission pursuant to Sections 1323 , et seq . of the Suffolk County Charter ; 10 . Site plan approval ( including parking ) by the Southold Town Planning Board , and any and all applicable rules and regulations and agency approvals pertaining to this project . Vote of the Board : Ayes : Messrs . Goehringer , Doyen and Douglass . (Members Sawicki and Grigonis were absent . ) This resolution was duly adopted . 1 k � S GERARD P . GOEHRINGER , CHAIRMAN January 17 , 1986 o�oS�FF�(,Y�OG f 3! aL v' g� Town Hall, 53095 Main Road P.O. Box 728 Southold, New York 11971 JUDITH T.TERRY TELEPHONE TOWN CLERK (516)765-1801 REGISTRAR OF VITAL STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD November 8, 1985 To : Southold Town Planning Board/ Southold Town Board of Appeals Southold Town Building Department From: Judith T. Terry, Town Clerk Re: Waivers - Local Law No. 14 - 1985 Attached hereto are copies of the resolutions granting waivers of the provisions of Local Law No. 14 - 1985 to the following applicants: Will' D. Moore, on behalf of Richard T. Carr/Shamrock Properties, Inc. Will and Mary Tyler James L. Gray, Sr. , on behalf of Pudge Corp. Leander B. Glover Margery Dickinson Burns _ Attachments ` �� C= F°, Town Hall, 53095 Main Road ;A, P.O. Box 728 %,vy`•.: Off' Southold, New York 11971 JUDITH T.TERRY TELEPHONE TOWN CLERI: (516)765-1801 REGISTRAR OF VITAL STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON NOVEMBER 7, 1985: WHEREAS, William D. Moore, on behalf of Richard T. Carr/Shamrock Properties, Inc. , has requested that this Board waive the provisions of Local Law No. 14 - 1985 with respect to his application presently pending before the Southold Town Building Inspector, and WHEREAS, this Board finds that the applicant proposes to demolish one building and reconstruct one building that was damaged by Hurricane Gloria, at New Suffolk, and WHEREAS, this Board deems such use consistent with the uses in a Marine Business District as proposed by Raymond, Parish, Pine & Weiner, Inc.'s Master Plan Update Zoning Code revisions, NOW, THEREFORE, BE IT RESOLVED that the applicant be and he hereby is granted a waiver of the provisions of Local Law No. 14 - 1985 to the extent of permitting such uses on said premises as set forth in his application presently pending before the Southold Town Building Inspector for a demolition permit and a building permit, subject, however, ' to the applicant obtaining any and all permits and approvals re- quired by all Town and other governmental agencies having jurisdiction thereof. Judith T. Terry Southold Town Clerk o�Q5�FF0i.,(r�o� o 'T Town Hall, 53095 Main Road ✓;, �, O<- P.O. BOX 728 Southold, New York 11971 JUDITH T.TERRY TELEPHONE TOWN CLERK (516)765-1801 REGISTRAR GP VITAL STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON NOVEMBER 7, 1985: WHEREAS, James and Mary Tyler have requested that this Board waive the provisions of Local Law No. 14 - 1985 with respect to their applications presently pending before the Southold Town Planning Board, Southold Town Board of Appeals and Southold Town Building Inspector, and WHEREAS, this Board finds that the applicant proposes to construct a public garage at 6795 Main Road, Laurel, New York, and WHEREAS, this Board deems such use consistent with the uses in a B-1 District as proposed by Raymond, Parish, Pine E Weiner, Inc.'s Master Plan Update Zoning Code revisions, NOW, THEREFORE, BE IT RESOLVED that the applicant be and he hereby is granted a waiver of the provisions of Local Law No. 14 - 1985 to the extent of permitting such uses on said premises as set forth in their applications presently pending before the Southold Town Planning Board for site plan approval, Southold Town Board of Appeals for a special exception, and Southold Town Building Inspector for a building permit, subject, however, to the applicants obtaining any and all permits and approvals re- quired by all Town and other governmental agencies having jurisdiction thereof. Judith T. Terry Southold Town Clerk Town Hall, 53095 Main Road or r P.O. Box 728 Southold, New York 11971 JUDITH T.TERRY TELEPHONE Town CLERK (516)765-1801 REGISTRAR OF VITAL STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON NOVEMBER 7, 1985: WHEREAS, James L. Gray, Sr., on behalf of Pudge Corp. , has requested that this Board waive the provisions of Local Law No. 14 - 1985 with respect to his application presently pending before the Southold Town Building Inspector, and WHEREAS, this Board finds that the applicant proposes to construct two industrial buildings on the east side of Hortons Lane, Southold, and WHEREAS, this Board deems such use consistent with the uses in a Light Industrial District as proposed by Raymond, Parish, Pine & Weiner, Inc.'s Master Plan Update Zoning Code revisions, NOW, THEREFORE, BE IT RESOLVED that the applicant be and he hereby is granted a waiver of the provision of Local Law No. 14 - 1985 to the extent of permitting such uses on said premises as set forth in his application presently pending before the Southold Town Building Inspector for a building permit, subject, however, to the applicant obtaining any and all permits and approvals required by all Town and other governmental agencies having jurisdiction thereof. Judith T. Terry Southold Town Clerk oSU��o��o per, FG ti Town Hall, 53095 Main Road P.O. Box 728 Southold, New York 11971 JUDITH T.TERRY TELEPHONE TOWN CLERK (516)765-1801 REGISTRAR OF VITAL STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON NOVEMBER 7, 1985: WHEREAS, Leander B. Glover, Jr. has requested that this Board waive the provisions of Local Law No. 14 - 1985 with respect to his application presently pending before the Southold Town Planning Board, and WHEREAS, this Board finds that the applicant proposes to subdivide his property located on the southerly side of Oregon oad and westerly side of Cox Lane, Cutchogue, New York, and WHEREAS, this Board deems such use consistent with the uses in a Light Industrial Office District as proposed by Raymond, Parish, Pine & Weiner, Inc.'s Master Plan Update Zoning Code revisions, NOW, THEREFORE, BE IT RESOLVED that the applicant be and he hereby is granted a waiver of the provisions of Local Law No. 14 - 1985 to the extent of permitting such uses on said premises as set forth in his application presently pending before the Southold Town Planning Board for a minor subdivision, subject, however, to the applicant obtaining any and all permits and approvals required by all Town and other governmental agencies having jurisdiction thereof. Judith T. Terry Southold Town Clerk o�oS�F�o�ro� y Town Hall, 53095 Main Road O t- P.O. Box 728 Southold, New York 11971 JUDITH T.TERRY TELEPHONE TowN CLERK (516)765-1801 REGISTRAR OF VITAL STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON NOVEMBER 7, 1985: WHEREAS, Margery Dickinson Burns has requested that this Board waive the provisions of Local Law No. 14 - 1985 with respect to her application presently pending before the Southold Town Building Inspector, and WHEREAS this Board finds that the applicant proposes to construct an inground swimming pool at the rear of her residence at 53245 Main Road, Southold, and WHEREAS this Board deems such use consistent with the uses in a Hamlet Business District as proposed by Raymond, Parish, Pine & Weiner, Inc.'s Master Plan Update Zoning Code revisions, NOW, THEREFORE, BE IT RESOLVED that the applicant be and she hereby isgranted a waiver of the provisions of Local Law No. 14 - 1985 to the extent of permitting such uses on said premises as set forth in her application presently pending before the Southold Town Building Inspector for a building permit, subject, however, to the applicant obtaining any and all permits and approvals required by all Town and other governmental agencies having jurisdiction thereof. Judith T. Terry Southold Town Clerk P D T LD WWI S1° r Y Southold, N.Y. 11971 (516) 765-1938 March 5, 1986 Mr. Henry E. Raynor 320 Love Lane Mattituck, NY 11952 Re: Site Plan for James and Mary Tyler Dear Mr. Raynor: Please let this confirm the action taken by the Southold Town Planning Board, Monday, March 3 , 1986. RESOLVED that the Southold Town Planning Board refer the site plan of James and Mary Tyler located at Main Road, Mattituck, for the construction of a public garage to the Building Department for certification subject to the following: 1. Submission of a site plan with the following information: a. Street trees as per the Town of Southold highway specifications. (see enclosed) ,i b. drainage calculations as per Town of Southold Highway Specifications. (see enclosed) . , c. curb / d. asphalt pavement e. grades, spot plus finish floor ,, f. landscape plan; schedule of plantings Upon receipt of six (6) site plans with the above information, we will transmit them to the Building Department in accordance with the Board resolution of above. If you have any questions, please don' t hesitate to contact our office. Henry E. Raynor, Jr. Page 2 3/5/86 ------------------------------------------------------- Very truly yours, aNN op'-(.I 4t�j BENNETT ORLOWSKI, JR. , CHAIRMAN SOUTHOLD TOWN PLANNING BOARD By Diane M. Schultze, Secretary P Z TO Ln D SL Southold, N.Y. 11971 (516) 765-1938 October 10, 1985 Mr. Henry E. Raynor, Jr. 320 Love Lane Mattituck, NY 11952 Re: James and Mary Tyler site plan at Mattituck Dear Mr. Raynor: The Southold Town Board has recently adopted a moratorium on site plans in B,B1 ,C, and Cl zones, which became effective on October 3, 1985 . Therefore, the Planning Board cannot take any further action on the site plan known as, "James and Mary Tyler" until authorized by the Town Board. Enclosed is a copy of the moratorium for your review. If you have any questions, please don' t hesitate to contact our office. Very truly yours, Bennett Orlowski, Jr. , Chairman Southold Town Planning Board dms enc. P UFfOIAr D T D V3 S X01- Y Southold, N.Y. 11971 (516) 765-1938 September 19, 1985 Mr. Henry E.Raynor 320 Love Lane Mattituck, NY 11952 Re: James and Mary Tyler Dear Mr. Raynor: The following action was taken by the Southold Town Planning Board, Monday, September 16, 1985. RESOLVED that the Southold Town Planning Board refer the following recommendation to the Board of Appeals regarding the special exception for the site plan of James and Mary Tyler: The Planning Board recommends that the application be approved since it is in conformance with the surrounding area. If you have any questions, please don't hesitate to contact our office. Very truly yours, r� ViwP BENNETT ORLOWSKI, JR. , CHAIRMAN SOUTHOLD TOWN PLANNING BOARD By Diane M. Schultze, Secretary cc: Board of Appeals o�o5�EF0(l���G j Southold Town Board of Appeals �44OI �� MAIN ROAD - STATE ROAD 25 SOUTHOLD, L.I., N.Y. 11971 TELEPHONE (516) 765-1809 APPEALS BOARD MEMBERS GERARD P. GOEHRINGER, CHAIRMAN - CHARLES GRIGONIS, JR. SERGE DOYEN, JR. ROBERT J. DOUGLASS JOSEPH H. SAWICKI September 13 , 1985 Mr , and Mrs . James R. Tyler Marratooka Road , Box 733 Mattituck , NY 11952 Re : Appeal No . 3400 (Special Exception ) Dear Mr. Tyler: This letter will ac.(nowledge receipt of your recent appli - cation . The members of the Board of Appeals will be conducting field inspections and _environmental reviews as m:ay be required by State and local laws prior to scheduling your application for a public hearing. It is requested in the interim that you proceed with the [X ] Planning Board [ ] N. Y . S. D. E. C. [ ] Town. Trustees in order that they may _submit their written comments or recom- mendations as early as possible . Upon receipt of their input , your application will be scheduled .for the next available hear ing date . If the above document (s ) are submitted by October 10th, it is expected that the public hearing would be held about the latter part of October. A copy of the notice of hearings as published in the Long Island Traveler-Watchman and the -Suffolk Times will be sent to you as confirmation. Please feel free to call at any time if you have any questions . Yours very truly , GERARD P . GOEHRINGER _CHA RMAN BO Linda Kbwal cc : planning Board V tJ3,:�9�,,. DECLARATION OF COVENANT'S AND RESTRICTIONS WHEREAS, Mattituck bolding Company, a pattnership having its offices at 370 Oakwood Road , Huntingta:, New York, hereinafter referred to as the Company, has made formal appli- cation to the Planning Board of the Town of Southold for approval of a subdivision plat entitled "Mattituck Holding Company" located at Laurel , which map was submitted to the Planning Board of the Town of Southold on September 9 , 1982, and upon which said application a hearing was held by the a Planning Board of the Town of Southold on September 20, 1982; SOU& and WHEREAS, the application for subdivision approval was granted by the Planning Board of the Town of Southold on February 7, 1983 , subject to the condition that the applicant O/ execute and file with the Town of Southold and with the County Clerk of the County of Suffolk a declaration of covenants and OIy / restrictions stipulated by the Planning Board of the Town of Southold in its said resolution of approval of February 7, 1983. NOW, THEREFORE, Mattituck Holding Company hereby declares that the property shown on the aforesaid map is held = and shall be conveyed subject to the restrictions and covenants set forth in this declaration to wit : 1 . No lot or plot as shown and designated on the minor subdivision map hereinabove described, approved by and M • it, '�¢ 3 .s_ � a Y •f filed with the Southolo Town Planning Board shall be furt ,ec subdivided . 2 . All stormwater runoff resulting from the develop- ment and improvement of this subdivision or any of its lots shall be retained on site by adequate drainage structures so that it ,will not flow out into the right-of-way of Main Road. i 3. All driveways on Main (State) Road shall make an r,nyi_ of at least 70` and preferable 90° with the state road. 4 . Each lot having frontage on Main ( State) Road shall have a turnaround provision, such as a T-shaped shunt, so that a vehicle leaving a lot will not have to back out into the traffic stream on the road. The real property contained within such subdivision is described on Schedule A attached hereto and made a part hereof. Each of the covenants and restrictions herein set forth shall run with the land in perpetuity and shall bind all future owners thereof. IN WITNESS WHEREOF, Mattituck Holding Company has caused this document to be executed this ,"y 8 ay of March , 1983. MATTITUCK HOLDING COMPANY WILLIAM BOSCOYA, JR. J 1 F' R"' 1 M y a v �r STATE. OF NEW YORK ) COUNTY OF SUFFOLK ) 7: On the t day of N:arcn, 1963 , before me came WILLIAM BOSCOLA, JR. , to me known, who, being by me duly sworn , did depose and say that he resides at Mill Road , Mattituck, New York; that he is a partner of Mattituck Holding Company, the partnership described in and which executed the foregoing instrument. l No�Bry Public HENRY A, McCADOIN Notary PuNlq State d New York 0"404 in Mv:CowtY n �etnnMaatOn E�tSM March 30.18 J'S' ,y y { � yy •Y �a * ... _ v 'Nig! x`;��.w �.� i!s ..xj ,Y� .iii i .T �•f q,s� 2� �a..'A.Mj Z-114 4 SCHLDULt: A All that plot , piece or parcel of land situate , lying and being at Laurel in the Town of Southold , Suffolk County, New York , being more particularly bounded andidescribed as follows: Beginning at a point on the northerly line of Main Road where said northerly line is intersected by the easterly line of land now or formerly of Bertsch. From said point of beginning and running thence north 34" 15 ' west a distance of 251 .08 feet to the southerly line of the right-of-way of the Long Island Railroad; thence along the southerly line of the said Long Island Railroad in a easterly direction the following three courses and distances: 1 . North 47" 06' 40" east 141 .50 feet; 2 . North 26" 38 ' 30" west a distance of 12 feet; 3 . North 45' 27 ' 30" east a distance of 478.09 feet; Thence southerly along the westerly line of lands now or formerly of Saland and Lauriguet, south 26° 00 ' 30" east 425.37 feet to the northery line of Main Road; Thence westerly along the northerly line of Main Road the following five courses and distances: 1 . South 52` 39 ' west a distance of 34 .31 feet; 2 . South 52' 56 ' 30" west a distance of 158.69 feet; 3. South 63' 19 ' 40" west a distance of 241 .91 feet; 4 . South 69' 19 ' west a distance of 109 .61 feet; 5. South 71 ' 19 ' west a distance of 12.29 feet to the point or place of beginning containing within said bounds 4 .695 acres. The aforesaid parcel constitutes Suffolk County Tax Parcel No. 1 ,000-125-1-19 . 1 . i _?a.�BfiE . - iM'i:N.c](:S'M,2YY:^•-tYi�'..er:r.iSS I:�.N'.�YL.'AT°7( (� ANY iJNeC� xx lr5 `,ta enG _taN��S? �W F s�c 9>� Gas c�L.. JJ AM A CtO 7/Nkr o-� oN� ,¢usrt s ' /CLCD MTV —1 i LOT lG 71/15_ IS ?n}bct,�i"� Ww'=7 P E?��1 D T LD S „ D Y Southold, N.Y. 11971 (516) 765-1938 July 9, 1985 Mr. Henry E. Raynor, Jr. Drawer A Jamesport, NY 11947 Re: Site Plan for James and Mary Tyler Dear Mr. Raynor: Please let this confirm the request of the Planning Board Monday, July 8, 1985 . The Board requests that plans be submitted for the site plan of James and Mary Tyler indicating existing and proposed spot grades . The Board will conduct a field inspection, prior to any further action. If you have any qeustions , please don't hesitate to contact our office. Very trulyours, �-k,c� 6CCCj4a BENNETT ORLOWSKI, JR. ," CHAIRMAN SOUTHOLD TOWN PLANNING BOARD By Diane M. Schultze, Secretary .`<'' • TOWN OF SOUTHOLD JUN ( Ia ,35 • YI r , •, s.. ENVIRONMENTAL ASSESSMENT - PART I - PROJECT INFOWIATION I Ji0i:C.: -his 4o=ment Is desiened to assist in deter-.ning •.hetber :^e action proposed ray have a significant er ac: an cne tnvircnr•.ent. Please caroiete ^e entire ',a ti S'retc. Ans+ers to :hese questions .rill be considered is oar_ of :be aoollcation for aooroval and ?ay be subjec: to furtner verrficition and public review. Provide any adaitionai Information you believe will be needed :o c:malete PARTS 2 and 3. ' is Is txoet:ed tnac c:moletion of the EAF will be dependent 3m'Informa:iam currently available end •4111 not involve new stuales, researt:+ or Investigation. to Infor-talon roouiring such additional work is-unavallable, so indicate and soecify Aeci Instance. :AVE ?F ?gOJEC-: 4A-E 180-ACCflESS OF NNEd_(If Different) e' lylan..._.. ..:..... _.._.: ..: :lame! -.,• J & I'd Tyler A001ESS _ND :IANE OF APgL!C::IT: . .. Scrset! James and Mary Tyler P.J., Scaces, l.:pJ _ ._- 6.2.5" Marratookat La-. _ ._ _ 3UVRESS PHONE: CRe.. Mattituck N.Y. 11952 !Lip) Dcc.grp-rr,�! IF ooDJE_-; (9riefly dascri be type of project ar ac-{;n)) Site plan for construction of auto repair-garage . (PLT;SF CG:lPLEit EACH QUES:i0:1 - indicate N.A. if not aooli:aole) A. SI-_ .cscalprio:1 °' -- ..�__ (Fhyslcl set:'.-; of overall projtc:. both deveiccee- And endevelcoed arias) 1. Ganeral r:iarac:ar tf the land: Generaily unifar:: slope X Generally weven and rolling ar-irregular :. ?resent 'and ase: Urban , industrial Conrnercial X Suouroan 3u.^zl _�, Forest Agriculture �. 9Lher BUSINESJ ZONED J. -ocsl acreage of ;roject area: l .acres: Aooroximace acreage: Presently After comolat!on •� Presently After temoletion Ye Adcw or 3rusnland __acres __crAs 4atar Sur.•ace Arta eras tt?S • Ferns:=: tc-+_s aC-as .Unve^ttacad r-acx, earn or fill) 1 .2 tarts acres Aor:cuit_r-1 sues •crts ' ;oath, aulldings :'.eel me resm am- or - an: ':-er pave ria!; is ter .r:: !AS surr!cas !tris •3 suis urns _!Cris grass & olantings r (:ndia:a :yoe) _Aeras •9 dens a• :;hd: Is ore,:cn:n2nt soil typt(s) on era!e-_t ;::Z! Sand / bank run i. a. Art ntre iecrxt tut:ro:zings :n ar-ojet: a!:et _Its X •10 ••• b. .hit is clot- :a :edr:cxt rr- ,..c; :. . .• • �. � ..�:�... •. TSS.` 6. Approximate percentage of proposed project site with slo greater pes: 15.p_105 1 00;� 10-155 S• • or ' , •�� _ _ . 7. Isproject contiguous to, or contain a building or site listed on the National Register of Historic Plates? _Yes X No B. What is the depth to the water table? ±2 9 feet 9. Op hunting or fishing opportunities presently exist in the project area? Yes X. Ito 10. Does project site contain any species of plant or animal life that is identified as threatened or end_ncered - Yes X No, according to —Identify each species ' 11. Are dere any unique or Tusual 'land forks on the project site? (i.e. cliffs, dunes, other geological formations - Yes Yio. (Describe 12. Is the project site presently used by the area Yes X No. community or neighborhood as an open spare or recreation - 13. Does the present site offer or include scenic views or vistas known to.be important to.the community?'. Yes X NO 14. Streams within or contiguous to project area: ...",, ... i.rc a. Name of stream and name of river to which it is tributary None 1S. Lakes, Ponds, Wetland areas within or contiguous to projede area: ..-.. . a. Name None b. Size (in acres) 16. What is the dominant land use and zoning classification withina 1/4 mile radius of the project single family residential. R-2) and the scale of development (e.g. 2 story). . 0. PROJECT DESCRIPTION 1. Physical dimensions and scale of project (fill in dimensions as appropriate) a. Total contiguous acreage owned by project sponsor 1 .2 acres. b. Project acreage developed: 1-2 acres Initially; 1 .2 acres ultimately. e. Project acreage to remain undeveloped d. Length of project, in miles: n a (if appropriate) ••. e. If Projectis an expansion of existing, indicate percent of expansion proposed: buildM1 age n a developed acreage ing squarefoot f. Ilcrber of off-str—_t parking spaces existing 0 proposed pe r• zoning. 'Code- 9• Maximum vehicuier trips generated per hour .3 (upon completion of project) h. If residential: Humber and type of housing units: One'FamiIy Two Family Multiple Family Condominium Initial Ultimate ... .. . i. If: Orientation Heighboraood-City-Regional Estimated Employment, Corrercial 4 -- Industrial J• Total height of tallesttproposed structure feet. Less than zoning eodti. i 2. How much natural material I.e. rock, earth, etc.) will be removed from the site, - 0 tons ` cubic yar 3. How many acres of vegetation (trees, shrubs, ground covers) will be removed from site - 0 acres. 4. Will any mature forest over 100 years old) or other locally-Important vegetation be removed by this project? Yes X No S. Are there any plans for re---•.;etation to replace that removed during construction? X Yes no 6. If single phase projact: Anticipated period of construction 6 months, (including demolition). -- 7. I.f multi-phased project: a. Total number of phases anticipated NO. ~• - b. Anticipated date of commencement phase 1 _month year (including • -- - - demolition) e. Approximate coroletion data final phase month ,year. d• Is phase 1 financially dependent on subsequent phases? Yes N S. Will blasting occar during construction? _Yes X No 4. Number of jobs generated: during construction 6 ; after„proJeet is complete 4 . 10. Number of jobs eliminated by this project 0 - 11. Will project require relocation of any projects or facilities? Yes X No. If yes, explain: 12. a. Is surface or subsurface liquid waste disposal involved? X Yes No. b. If yes, indicate type of waste (savage, industrial , etc.) Sewage c. If surface disposal name of stream into which effluent will be discharged n/a 13. Will surface area of existing lakes, ponds, strear+s, bays or other surface water,(ays be increased or decreased by proposal? Yes X No. - - 14. Is project or any portion of project located in the 100 year flood plain? Yes �_Ho 15. a. Does project involve disposal of solid waste? Yes _X_No b. If yes, will an existing solid waste disposal facility be used? Yes No a If yes, give name: location d. Will any wastes not go into a sewage disposal system or into a sanitary landfill? _-Yes X N 16. Will project use herbicides or pesticides? YesXC 90 17. Will project routinely produce odors (more than one hour per day)? Yes _2—Ho 18. Will project produce operating noise exceeding the local ambience noise levels? Yes X No 19. Will project result in an increase in energy use? _Yes No. If yes, indicate type(s) Lighting consumption for bldg. • 20. If water supply Is from wells indicate puroing capacity �5 gals/minute. Min d OhS 21. Total anticipated water usage per day __100 gals/day. 22. Zoning: a. What Is dcninant ':oning classification of site? B Is. Current specific zoning classification of siva B c. is proposed use consistent with present Zoning? Yes - d. if no, indicate desired zoning � _ -3- - •, ;�y:.i-ice;,.. • - • 26. Approvals: a. Is any FederalPermit 9 f • re aired. Yes b. Does project involve State or Federal funding or financing? Yes X' Regional approvals: No c. Local and Re 9 Approval Reculred Submittal p (Yes, N0) (Type) (Date) Approval (Date) City, Town, Village Board N� City, Town, Village Planning Board �� s 1 City, lawn, Zoning Board a -•— City, County Health Oeoart.T,ent Other local agencies Other regional agencies o��n� — State Agencies yes review s1 plan" — Federal Agencies fermi . C. ?NFOR,4ATIONAL DETAILS — Attach any additional information.as my be needed to clarify project. adverse impacts associated with the proposal, please discuss such 'Impacts and the measures which can be y your ro'ect. . If there are or may be any taken to mitigate or avoid them. PREPARER'S SIGNATURE: ° TITLE: REP.fESE;iTING: DAT"c: TOWN OF SOUTHOLD JUN 271985 a. ENVIRONMENTAL ASSESSMENT — PART I PROJECT INFORMATION i r This docament +s desiened n is3iit in •fete..^...ining 'whether :.:e action proposad may have a significant er.!c: on the envircnment. Please conoleta the entireOats Sheet. Answers to t"Se .:uestions dill be cznsiaered as oar- of t.Ye aoolication for approval and nay be sub;-- to further vertfic.3tion and public review. Provide any additional information you believe will be needed a czmolece PARTS 2 and 3. ' Is !xce^-ad tnac ccmofetion of the EAF will be dependent in information currehtly available and will not r nvolve new studies, rasaartn or investigation. tf info ..ation "nuiring such additional -cork ls-unava'.ab(e. so Indicata and soecify isch instance. • ,,,AVE 7F P9CJECT: � . .. . YA°E 3:10 ACCRESS OF OaeE.R )(f Dif?ar_nt) . . J & 14 Tyler ;lama) , A002E:S 2ND :IAP:E OF ?PCn Ir NT: . . Sc-ietl . James and Mary Tyler ?.J., ;tats) i.ip) (,Sade: •: , _. _ 6.2.5. Kanratooka La-. 311SVIESS ?F.ONE: C2Kj ' Mattituck N.Y. 11952 PA. tsc3ca) iLip) Or_.Zrprm,:i IF ooOJE T: (4rier"ly describe type of proia-= or action) Site plan fbr construction of auto repair -garage . (?LS;SE COMPLETE EACH C,UES,iON - Indicate A.A. it not aoolicaole) A. SI`., .ESCRIPT10i1 t' -- __--- .. ',: . .. s •.r..u..r tf� .tyQi (:hysic-,l •iatcin, of overall prosect• both develecee and undevelcoed areas) .:i. 1. General charactar of the land: Generaily uni ram. slooe X Generally :seven and rolling ar-irregular :. ?resent :and use: Urban , Industrial Conmercial X Suouroan _, .Rural" Forest Agriculture _. Other BUSINESS'ZONED -- J. Total acreage o: project area: 1_2acr_s. •- Acoroximate icraage: Presentiv After Comoletian , '•� presently Attar Scmoletton Yeidew or 3risnland _acres !Cr!s War Sur.•aca Area aeras Far-s tad _etc.-?5 _ _-'3 .Unve^.etat°d '^cS, earn or fill, 1 •2 'tris __acres {g r'CJl:gyral acres __ 'etLr.c asmwatar or a.^.c ^t-sr ]ova; ii�ai !a er Sr:7 d!s iur7:C3 Kr•f •3 !t. _e, S :r _._...! —lcres _ _7!s brass & plantings eS .._r (-naica:s :yoel _acres •9 acres a. :;ha- Is or_ccn:nint soil tyoe(s) an iro;ect ai-a? Sand /- bank run i. a. .{re -hire ieencx CutC::zings zn ]rojec: st:a? _Yds X 'lo ... �. ;h3t is eaota :.i tedr]ee? (r. •„t) �:. . .. 3f!!Ta - - 6. Approximate percentace of proposed project site with slopes: a-los 1 00:; 10-155 _;; 755 or greater _ . 7, Is project contiguous to, or contain a building or site listed on the National Register of Nistorie Places? Yes X No 8. What is the dapth to the water table? -29—feet 9. Oo hunting or fishing opportunities presently exist in the project area? _ YesX_'Ito 10. Does project site contain any species of plant or animal life that is identified as threatened or endancered - Yes X NO, according to —Identify each species ' 11. Are there any unique or uDusual •land forms on the project site? (i.e. cliffs, dunes, other geological formations - Yes XX No. (Describe 12. Is the project site presently used by the coc:ounity or neighborhood as an open space or reereatlon area - Yes X No. 13. Does the present site offer or include scenic views or vistas known to,be i o Yes X Ito mprtant to.the eoemunity! 14. Streams within or contiguous to project area: a. Name of stream and name of river to which it is tributary None o i 15. Lakes, Ponds, Wetland areas within or contiguous to proje6f area: ..... a. Name None b. Size (in acres) 16. What is the dominant land use and zoning classification withina 1/4 mile radius of the project (e.g*.single family residential, R-2) and the scale of development (e.g. 2 story). . 8. PROJECT DESCRIPTION 1. Physical dimensions and scale of project (fill in dimensions as appropriate) a. Total contiguous acreage awned by project sponsor — 1 :2 acres. b. Project acreage developed: 1__2 acres initially; 1_2 acres ultimately. e. Project acreage to remain undeveloped d. Length of project, in miles: n a (if appropriate) . ••. e. If Project is an expansion of existing, indicate percent age n a developed acreage of expansion proposed: building Square foot f. tltrber of off-stmt parking spaces existing 0 proposed Per" zoning. 'dbdde g. 4axirnim vehicular trips generated per hour 3 (upon completion of project) h. If residential: Number and type of housing units: One'Family Two Family Multiple Family Condominium Initial Ultimate 1. If: Orientation Neighborhood-City-Regional Estimated Employment. CO-, ..ercial 4 " Industrial j• Total height of tallest— Proposed structure feet. Less than zoning 9od et, ;:.. R• 2. How much natural material (i.e. rack, earth, etc.) will be r-Tovid from the site - 0 tons ^ cubic yar 3. How many acres of vegetation (trees, shrubs, ground covers) will be removed from site - Oacres. 4. Will any mature forest over 100 years old) or other locally-important vegetation he removed by this project? Yes X No S. Are there any plans for re-vegetation to replace that removed during construction? X Yes No 6. If single phase project: Anticipated period of construction 6 months, (including demolition). 7. If multi-phaszd project: a. Total number of phases anticipated NO. • b. Anticipated date of commencement phase 1 _month _year (including -- demolition) e. Approximate coroletion date final phase month _year. d. Is phase 1 financially dependent on subsequent phases? Yes N B. Will blasting occur during construction? Yes X No 9. Number of jobs generated: during construction 6 ; after project is complete . 10. Number of jobs eliminated by this project 0 11. Will project require relocation of any projects or facilities? Yes X No. If yes, explain: 12. a. Is surface or subsurface liquid waste disposal involved? X Yes No. b. If yes, indicate type of waste (sewage, industrial , etc.) Sewage e. If surface disposal name of stream into which effluent will be discharged n/a 13. Will surface area of existing lakes, ponds, streams, bays or other surface waterways be increased or decreased by proposal? Yes X No. 14. Is project or any portion of project located in the 100 year flood plain? _Yes -L—NO 15. a. Does project involve disposal of solid waste? Yes -!--NO b. If yes, will an existing solid waste disposal facility be used? Yes No e. If yes, give name: location d. buil any wastes not go into a sewage disposal system or into a sanitary landfill? __yes X N 16. Will project use herbicides or pesticides? Yes X No 17. Will project routinely produce cdorz (mare than one hour per day)? Yes _Y(No 18. Will project produce operating noise exceeding the local ambience noise levels? Yes X No 19. Will project result in an increase in energy use? _ILYes No. If yes, indicate type(s) Lighting consumption for bldg. • 20. If water supply is from wells indicate pumaing capacity 5 gals/minute. Min dohs 21. Total anticipated water usage per day __100 gals/day. 21. Zoning: a. What is dcminant 'zoning classificaticn of site? B b. Current s eclfic zoning classification of sitz B c. Is prcposed use cansiszer,t with present zoning? Yes d. If no, indicate desired zoning i. - - 26. Approvals: a. Is any Federal permit required? Yes b. Does project involve State or Federal funding or financing? Yes X' , c. Local and Regional approvals: No Approval Required Submittal A (Yes, No) (Type) (Date) PProwal (Dat_) City, Town, Village Board NO City, Town, Villace Planning Board Y e s� --s-1 e an City, Town, Zoning Board -. City, County O Health eoartrent �erm-iT-- - Other local agencies Other regional a = O 9 g ,cies - D13I1 State Agencies review S1 Federal Agencies nprmi . C. INFOR,'+aTI UAL DETAILS Attach any additional inforratign.as adverse impacts as;ocizmay be needed to clarify your project. If there are.or may be any ted with the proposal, please discuss such impacts and the measu taken to mitigate or avoid them. res which can be w PREPARER'S SIytAT'JRE: TITLE: REPRESENTING: DATE: i TOWN 0£ SOUTHOLD " r ,jUN 2� t9a j %`W ENVIRONMENTAL ASSESSMENT — PART I — PROJECT INFOP14ATION VOT:CE: This do=ment is desiened to assist in dete^..dining •.net`er :::e sction pro^,ased •nay have s slanificant e f'ec: on the env(rcnment_ Please camoletz "e entire Jata Sheet. Answers :o :`esa ••uestions 4111 be cznsiaered is oar; of -ne aaolicanon for aooroval and nay be subject to furher verification and public review. Provide any aaaitional infarmacion you believe will be needed :a amolete PARTS 2 and 3. is eacec:ed that czmofetion of the EAF will be dependent on information currently available and will not involve new studies, rosea rets or investigation. If infor-ation reouiring such additional •+ork is-unava-'I , 50 indicate and specify aetn Instance. NAVE QF PgCJEC-; - '41171E 3710 ACCRESS OF ^WNE3 (If oifferenil_ ___... -'-.Sete P'lari...".. . :-- __ __.: .: _ .: _ . • ._ . : & M Tyler Names T . A001E:S 170 1XIE OF 3po1-!C.3NT: James and Mary Tyler p.'J., (state). (dip) a-LLe; ' •. 3US!9ESS PF.Gsi'c: _. 6.2-5. Mar-rat ooka La,. Mattituck N.Y. 11952 .. . Matz) (Lips . . . .. ..._.. .. ._..__. '..deed ' . 0En7lP^S'! :F 000JE:-: (Srier-ly..describe type or ;raj=_c: zr ac:izn) Site plan fbr construction of auto repair "garage . (PL54SE Cri7iP%Eric EAC: ;UESi!Jy - :ndicata B.A. If not aoolicaalx) A. SI'._ .cHC3IPTT.0.1 (PhysiC-,l sxt:in; of overall a eject, both develccec and andevelcoed areas) 1. General c:naractar of the land: reneraily unifam. slooe X Generally seven and roiling or_irragular :. ?resent '.and ase: Urban Enduszriai Coiraercial X Suourzan _, lural 'Forest Agriculture _, ()tner BUSINES=ONED 3. Total acrxace of project area: ' 1�acres., Aoorozimate acreage: Presently After Comolacion {•� Presently After Cemoletion ' Peadcw or 3rusnland acres acres Watar Sur.'aca -r'_3 acr±s 1cres Fares:zd sores res .. .Unveaecated '^cs, . earn or rill) 1 •2 acres acres .lar-cui:_ral acres -- -- ;.-ads. 7V.Iidirds 'etLr.e ezn•.a t±r or and ^:-er ]ave. -3 r1C±i as ser =r:alas sur.?C±5 =tris acres :a, 25 zr E._._. ) _acres — _-__ grass & plantings :t-er (:natci:± tyoe7 _acres .9 aeras a. :iha: is 3reccm-nint soil type(s) in iroject ;i:z: Sand / bank run i. a. :Are t.._. a leer-c% :utc-:zings :n arpjec: sire? _Yes X •lo '•• b. ghat is ezot- :z :edr:cx? ;r. 'att) •- 3/t!ia r � ' :��.�� 1,. n � '>�• ti S. Approxir..ate percentace of proposed project site with slopes: 0-105 10Q; 10-155. IS.' or greater 7. Is project contiquaus to, or contain a building or site listed on the National Register of Historic Places? Yes X No 8. What is the depth to the water table? _L9Lfe9t 9. Op hunting or fishing opportunities presently exist in the project area? Yes X_-'Ito 10. Does project site contain any species of plant or animal life that is identified as threatened or endancered - Yes X 'to, according to - Identify each species 11. Are there any unique or usualland forms on the project site? (i.e. cliffs, dunes, other geological formations - Yes x No. (Describe 12. Is the project site presently used by the coraunity or neighborhood as an open space or recreation area - Yes X No. - 13. Does the present site offer or include scenic views or vistas known to be important to .the community? Yes X No 14. Streams within or contiguous to project area: a. Name of stream and name of river to which it is tributary None A .. -.. .... .. ' i 15. Lakes, Ponds, 'Wetland areas within or contiguous to project area: .-.._. a. Rare None b. Size (in acres) 16. What is the dominant land use and zoning classification within a 114 mile radius of the project (e.g. single family residential, R-2) and the scale of development (e.g. 2 story). 8. PROJECT DESCRIPTION 1. Physical dimensions and scale of project (fill in dimensions as appropriate) a. Total contiguous acreage owned by prcject sponsor _ _�!__ acres. b. Project acreage developed: l.i acres initially; acres ultimately. : e. Project acreage to remain undeveloped d. Length of project, in miles: ri a (if appropriate) ••. e. If project is an expansion of existing, indicate percent of expansion proposed: building square foot age n a developed acreage f. llurter of off-str--t parking spaces existing 0 : proposed per, zoning 'd ode g. Maximum vehicular trips generated per hour 3 (upon completion of project) h. If residential: Number and type of housing units: One'Family Two Family Multiple Family Condominium Initial Ultimate Orientation Neighborhood-City-Regional Estimated Employment - Co.c2rcial 4 Industrial j• Total height of tallest proposed structure feet. .Less than .zoning code...'-.......... ws R, 2. How much natural material (i.e. rack, earth, etc.) will be removed from the site - 0 tons •� Cubit yar 3. Now many acres of vegetation (trees, shrubs, grounc covers) will be removed from site - 0 acres. 4. Will any mature (crest over 100 years old) or other locally-Important vegetation be removed by this project? Yes X 'lo . S. Are there any plans for re-vegetation to replace that removed during construction? X Yes No 6. If single phase project: Anticipated period of construction 6 months, (including demolition). 7. If multi-phased project: a. Total number of phases anticipated No. -• b. Anticipated date of commencement phase 1 _month _year (including -- demolition) e. Approyimate completion date final phase month _year. d. Is phase i financially dependent on subsequent phases? Yes N 8. Will blasting occur during construction? _Yes X No .i ,, , ,.1c, 9. Number of jobs generated: during construction 6 after project is complete 4 . 10. Number of jobs eliminated by this project 0 11. Will project require relocation of any projects or facilities? Yes X Ho. If yes, explain: 12. a. Is surface or subsurface liquid waste disposalinvolved? X Yes No. . b. If yes, indicate type of waste (sewage, industrial , etc.) Sewage c. If surface disposal name of stream into which effluent will be discharged n/a 13. Will surface area of existing lakes, ponds, streans, bays or other surface waterways be increased or decreased by proposal? Yes X No. - 14. Is project or any portion of project located in the 100 year flood plain? Yes _J _N0 15. a. Does project involve disposal of solid waste? Yes X No b. If yes, will an existing solid waste disposal facility be used? Yes No c. If yes, give name: location d. Will any wastes not go into a sewage disposal system or into a sanitary landfill? t__Yes X N 16. Will project use herbicides or pesticides? Yes X N0 11. Will project routinely produce odors (more than one hour per day)? Yes _2—Ho 18. Will project produce operating noise exceeding the local ambience noise levels? Yes X Na 19. Will project result in an increase in energy use? _X-Yes No. If yes, indicate type(s) Lighting consumption for bldg. • 20. If water supply is from wells indicate pumping capacity _5 gals/minute. Min dohs 21. Total anticipated water usage per day __100 gals/day. 22. Zoning: a. :that is dcninant 'zoning classific_ticn of site? B b. Current s;ecific zonirg classification of site B c. is prcposad use consistent with ,resent zoning? Y e s - d. if no, Indicate desired zoning + .3- - ~�, PW 26. Approvals: a. Is an Federal _ ~ Y Pemit required? Yes • •- ro �Vo b. Does .' Project involve State or Federal funding or financing? C. X , t• Local and Regional a H approvals: 0 Approval Required (Yes, No) (Type) . Submittal Approval (Date) (Date) City, Town, Village Board City, Town, VillacePlanning Board N O City, Town, Zoning Boards s? 8 City, County Health Department Other local agencies Other regional agencies Agencies eeoS -- —� reV� plan . Federal Agencies �..,_ C. INFOR'+ATIGNAL DETAILS ,•, — Attach any additional infornation.as maY be needed to clarify adverse impacts associated with the Y Yaur project. . If there are or may taken to mitigate or avoid them, Proposal, Please discuss such impacts and the ire which can be y be any PREPARER'S SIGNATURE: „.,t ,;. TITLE: REP.".-SENTING: DATE: . . .. .. ,.._.....-.-,...-- .w..^. —•-- `---- �,�,�.� .—�,._._—•---" --,r .5l]FF"QLK.Cq.HkFl1TH.Pi:F?.. A,P.Pfi'QVAL i L4.S, 140. . { k ttZV ECJ TOU— STATTMEN.rOF IN'reWr- --'�` _ 'fh7FT :A7 ER.SUPPLY AND"5L"tiJhGF'GISPJSAL O N 'A4iT(NG JAI � 4 1�•,�,+., l 1 . ��. _ ':7Y:5TfNF'- FOfd" . 71775- -_4dE5[C7EN.C.�.-.WILL f' o• WeLL LEP CONFORM, TQ rHE-ST.ANDARD:ac CIF THF SLJFFIII[C CQ„ DEPT. OF HEALTH SF.2 fCE5. -r-'+e lNo LAUZ,, t5! Aacklcnnlr o� SUFFOLK. �CDUNTY pEDTa OF -NEAL.-TH, SY.t2vice5 - FOra APPOOVAL Vp to C,01YMS/CTt9l4 ONLY, l I _ -PATE; _...---- -75�^" y;', - 1�RACWAG.G GALL. ati.P.L+12tlYED .,� 25_ PEOP a., I1 y-ty, ..Sfit7:Q * 0.9 = SZ40 S.F. SUf'WLIL CO3 'rAX MAP.VEMITa NA7'H'2N _26500 0.30 4 : 4459- DZATSECT' —9LQCk ^.._.- PCI,• 1000 " 125 I 19,6 - �D ,� 'i„i.CRU 5N8m I i. N.P. rRcyrl 1 • � -6zs._+-.awry...+rQWIA LA, �P0'v,x 1%,LffAcx. POOLS / $CAN-E 60°:I' riMATTiTLGI 'h .Y. t �2 in ._.,. Soo Ls i []'�N.1 NL1NItrEf7 .. . - S\" N iTT:zT$L'tLE � �.� �9.�� 5Z3 x .. ,ate --1 -1;-����" '�. � � 2.LCyT -�il „1X 521$30 �5fi1 i'T. 4C-E.D:LG367� Pl6"7(2L`fF,) _ 1 v u LEO, 4 � i I � tllLbi'h14� a 8'a6'.4A � T�TiR�LE N a.T — ip � P �'��� 'Rj• LQElGZ1Gl W A _T.•9iZ Q O ^ UnnnHwieetl elhreHon a WINbn i / to mle survey I.a v1aMH P1.R, 1`f Tl_W.G "r Z4,AQA •t �• Ea��ex72M of MofYolk roe NreYutkfim -f c sstio < (15 RECEIVED BY I :GRAVEL tesla aau irvau/.IlMa wla�p embwaeHxnI.M1NIMbanYMM - FILL ' oo fo ha a wIW Sue cop/. Noq -SI+• (u' 1 �Of3.7 I mwn nrmommillem ft mu" `rl- .�,I�aT,.y/^I'v L•k!. �, QT `"-7L- ---"—_ ___.y2Gucrcunnk m 1,0011 to DATE guo nmwv,Dw r..nnrnp m.tv '.n lid"Mreon.uH 5 assrpnnes dt l.WWUInem tr 6 .o MWYWAM „ .... . n.,r„nmrtiml onn orteueweu�i lot MAIN (ST-ATE) FLDAD - A55.QZVEYE'DMAY 15�1� -GIZP.VEL a GRhV_kL � ,r..�._..:SEAL T C VACANV :...-.• - SAND, I'i NOTIEST sura Go.rAx_DATA, ice =izS 17 wcL.iq,bue,tANA'�)u-1 y a_.� Ef_NoC r r Xy 2..ARECv1lSE?S,AP.E L13r. 3-DN NAh[4wzR'AJ'FS`t3Iyj5gI0N .` 7TiSL1C3CF,iK1ff.�FNCaCf1' ( 1I17LV}N.fi ZONI� 'L3- I'� A[ :ff13USC2J.tk�1; Zi. 1981!` a ELEVAT PW5 T3A5E.i7 QN 5,UFF.. tiU D Affil 4 L. QUI FG1 k CID HEA H Ue0 A",, 4 5' SITE PLAN 3-4 -1-Y —730 1, 145,;-p MN- OF PRO'FIEF;l v �-.L) 4'3 z — BOW .�l A C.I. COVE12 Gf2AQE Nt I I El" , � I rivrr I . 'L 'DAT A N ' ?^1 TG "-HF, 7TAHCiA, l I 'e- 7�'NT� T"' "`i� SufzFACE F-�CT�Cd4 m 14 ro. QFVr. 0.1 HEALj C LAU LL TOWN Q UPPOLCf QQi)i,i'ry DEPT. OV IILAt-TI, R v I L. 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Z3, 198$ 'j 3,0.EV/1TIDfJS -5A5EU,1)N 5UFF-. C(� L),PW 4J� M:,,. 090a- A-4- Ln Eeaj-d /Y*-O-P i i y t _ � ,•: _II TE PLAN J.qS"2rc. __ .-Lq5 �- r,.,'11�4 � 'JF ( (2GPE(1%; `{ j F''LgN C.I. COVE2 _ _ / I i ( p I 1 I "I ,rl C( �- VST F 6� TO GRADE �i N i I EWgNp ^/G I iA a � r i� -i � t . I I }�' 1 11l ! .` �, . 1 I N ,u C l- v V L f v)A,l ( L I -,[i' 7 1�p %;� lue„. 'r,F„ ,5 vi _..._...._._.�.._�. _ _ _ -- C�-- 1<_ Y (EI'/I- Fur' 11 r E_51v , it WII.1_ -y -- - �- EU21=A_ E �r :- ;.r1 rn p U /I_ ._ I::al ,I . r- I:-,[. -- - �V t I�-�jl�I rNG ! � � � L 1 .-. � �_,11 f Vt.IC C.: LFGL �II-Al I , I .1-rl\.�Ir crv � _ rs o ! lltl Jf'PG. l )L) �i I -1 .� I iLAt_T-1 t,- D_PAINA6G_ C_ALC _ - __ I Jn' 1'L'• {� -- ^_ f' ?251 QN6 kri' 0 17 o ^rE 600 x 0. 4 3246 S.F:. -_- .-rF -, r y � �_-. �\ - N�F;F C[xtb LIA 3f -. J. ,-LE Vy T•Of� 900 �aqL 5CF-`7" ' TMJ\!tC 2454I0 . o.3s 2 9580 rl �.:. _ - - ':'�i I u, k' -... I' r --- - __ I q (� � " x \+ e 2 t7 40U o. z 4880 I _ -- - - -- ( I Io 700 I_, .-. 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CP-TAX PC:L.19,6 2 PfSE�11aAt2E 13.D13M ' Sj ? fEt%#}4JLrfG "r 1t i111IkF ?AWE `C3- 1' NDEL2 +�UyJq`81199 e Y B.ECFVF,.rrC1 •BA9Eiv?P!�l„+.,r.. ;,,r_.T. '' 'Se3"!, i;AL� .....L....,..-.,.:..,,—..,...�..,.-:+- - ,9 i z aLnr D M SITE FLAN i � � tJ; JL.QS a_•p aMAP OF PROPE TY SUQVEYEP FO f ', ,c '(^y C //A�� � i 4�/I _ ) Ir WV 1 I 'r FirJ15MEG�¢ACG N �'7,.gyp-JNG ./L:JJ` 50 J � I.��.e ✓ I\. l �! �.lkv ` r . , .•r art- �.-c_ �^nr,r�;rr..z-pvrT't '(` V) I rr�-'�tJ'IrzxJT { l t) Tr F' U UA, ."t{ F; cl; v � f r JLIG .v PEPE 'vr It-r*�.T ' ' T� •T r� -i"�a I �ql a TWIN 4 ,=FJ T n -� 72 /ro j � rl— �'-- __��••___ ._.1,,.-.�-'"� 1 is' - -�1 AINAGCAtG. A RR6 MOO - - -- -_ FLI-VR".JQVYat� 2t45g0 . 10S.F. rOO GAL.. 4880 r 0580 �u \V/ I F; OrA:, r nF _— I ';I 0.J t• , ,,'k _ tL _ .B3 � Or,1U ItS F:NJpMEG' OkAGE C ID' �' 4DIfv �. CYJ - — .. co iCra U m / . �W'NF PS Au Or$Cyj� 5510 L , ,��-.rs�- �._•.. �_ � r � �ve� -� I�iti ���� ��IwITN t .F JL.LEA4H. FSCAlF� _ - 60 `I• � SNId.k12A�G�J.I:P. 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R T Ai,\J r I rd.un'eWr.MRW mM 1 , RECEIVED BY -- I' gmbowea welNWl rolwa c73, - _ I 25 1 mbeavMN wMaop/• ° S.&3'J !_ 42.19 .�° -i---- / LLJ 50UiHE I N PIANNIM UU n ; ror 'pcl i Ge„a yueyMubtlwMMni PeEci� r : Eti-fitJC1c_ q -i - - gnlymMeprembwwiww.vw 4o.al k! 5.52'563&W mss' '�d AYU � Y . mwwweE.MIdmlYrw¢ e.M ---_- (W_ POO(_ FY'-�TEM) -- -- i ICFY NIAP --- 2 ml.oglntMjl+nl wpw I( --�-n— \ DATE Ipntlln01rn111u11m�I1liwl�mN . --- - J _ r _ d+� �: -_______ y Jr lmiun Goenmw.nM _ _ -L_(oVE:� mi nAlnmWA MwRM S 1rMM Ynew N. N1rIN . 51 A. C� IGOACJ 13.A')_ ANC' .rnRPrSa l _ µ P,Np I 5".AwJ ' numn FAu t A: A 1-7 r� li.^. J I IJ'.:.An}D 5"QW_VLYQI _ - _F_h -,I u.w i.iJ Y III .J�.' 9 wa OFJ�hJArTtF ,�WI=FAI{LUT Oh Ni F` (BuIUOJNG�1O�.0'NE 'L'i- 1�l AMENpF� AUGEH ,r1985 S71;Zh 57 ,.------ AUG. Z3 I )S� - 27 r ,.� • _. - - :: _`!A - - ,L .. .-U L�4- VJ. Af IaL ���::' L.:G._._ __.. . .._ ..�__._•_ - .__'9�_ ; � r ..____. I { I I V A 16 -----�---- � •a I�L AI I V o�' - PLAN •,_ � � ,_°�-i�E. 'a�=� � I�,I / .JI- ( /12.,1� '1� �' TY - - — -- l'Fu - FSI _ I 1 A I F e I_hl I'E F I I C.I. COVER 7 3 I I '11 F 4 AaL �vJAr CJI � F L FwiS/a[JD aR+aOG ,TO GRADE -— - nl /•SWAN]'trJG ie ,z-r L..ji �xY '�- �_) 0 I 1; i ( i // 1 Y` TtJV FCF RII rtE.SlL4 t WILL CO 3 f pr._ L 15 fG .�.".r..�.__._ J ___.I __. __� ! h Y - ++._ I t -l..(dfvi `- HL T/AFI(JAi;,1.A 'I IHf.I .l.JLJ a.tF _1 t l,]NS m i -p r ' � � �l1rF JC IG r'q GEF r 1l HLAL. If - t,l<ViC k``, �C I ��KKINS A )I I- c• I rL _ I � QI Ir (�, �7 la TNOF vl1 ` IJ Y. �_ .� Ffw:L /WflL ICN'IT' t I19' `UrVO k�II¢ ATOP 4c'_a_L-T!- -t 4 ASPIIAL J Me v IA r, . ..fie .._ -,�• -a� --M w •yl L, - "f D2AIN ACi4 CALL. F_L-FUA'71;' N < U -I I)D _p6'ur 1. �} BL.[�.. 3600 . o c 3240 L.F. - - I - ! 907 L �EFitC TR!•l!G 3� �a" 'AggOr I '. l Fi PAVED: 3131 U , Zeal r_ W ?', -] I J Iu PLANL Q C5,1300 6 - 5,150 FONrSHFTGi Oa2FlraE� , rC t to � y[u.YWNLf_:. Al t OI �•. t LAII I. 411.5 _ /\I_ L 60 ' I ! + tl WITH G.I. COV>:125 L) - ): . F IL L to I e.,T rlel_e, LI f I ill PJ I '� .yg ,12�d -, 3 m ,�'25 So; t X-0 1-4) TAI .tel. rl / UILC,Ii.IV :,6JQ 1 I I� t rd _' j L-^A(.:ICING "" �(Z00 1 si z 9 J 'I-n r Arr 7: S i0 6Q. F 1 �' LL � .6 i� l6l IR N TAN' 'cf ;N `I TP�� HC f IAn 1Y h' _ JJJ I WI ^bV� �II! _ ' ' <n �,I_h.'C-L - -+ N Cy Fa ft 1 m _ Y 4., I I •,,a, 1[ r /"� PLAN"I ING •• 2576 S i N / bJ Lel C L 1 IALIu 4 I - n nl eVor! sr.a� sub r n r.-- - -- -- ./ _ 1 - "'IA IwA , TOh i_t I' m, nr*e b^vha _ = _9 171VIGIp�y 61A MlNO�. Ih1 C PL_E�A T F IJOC Y �.. i s W • 1 4Z SN 30 .`I 12 vrlc Crualvaha,rl..=ew �eolna�.m --- - _ 9 tbp 9 g , __ a5 ' 6 •W - - - kF.`/ .'IA('' rea""munarea hnmml knurl run _ 2-73.C) _ _ Z to 6. II '-, _ •-.t_ 9 I > Bo a rnnn/or wnoml*o sunray MAIN LSTAT-E� IGOAD ._ A'. JI_V: YL^-L I,.LVr IS I�<J!r, I M P' LOAHI 1 me mnnei, nolrernmefft1, me rl atz vn h v bahalf oil .-- OL .. `"TQM/ _ �F): ENTF:ICIC 9kl-AlLJ n -- '— - - --- ld I ,4a Fm+arnleassaf rha bnrhn4llnaM n� " n, —._ - - - - GG y nauarenrwsnre nei nanutunhb 1 —� -- - I r I I a �AI �. L: hyWuenx - �_—. 1 .i .,,:iJr�'f2 , w•_ FiIJNORTZJN ! �� I / AI/Ali I � I x. NOTES, ITS UP_6, C6_rAac CAt'A�-A k70 I?r3 - I ._I I _., AIaLl '!,> EY✓ �,-.. _ %--�- o f�Y,['' . IJ,r I rzn L nWG _ 1 8 i iSv^.Pao Bcu�4'. 1 2 F'QU'1ISf2tb AQE IDP 3 ON 1 htATTI"1.R A., HJt-OINCo (^l`� ° �6UIl.UING r.ON 'C-S- 1" AM UN UE dtJNF Z1, 1985 MA2 31 I')EG .Z7 , t __ _�_ -- -. _- _ f 6•, 9 GLCcvl"11 Ct I r :A +F�L nt`1 ;Uf"F CCJ OF `. 1.h; I. AI (M _J,i.) ? =1'lC FL' A',. 'r ' 1 'l T, ; AUG. Z?,, ' c)FS C -'T19SPi /1 "; ,= !APR 4 198 Y. MORTON BUILDINGS GENERAL SPECIFICATIONS LAMINATED COLUMNS - No. 1 or better southern yellow oine nail laminated 3 member S45 columns used in Morton Buildings are pressure treated below grade to a retention of .8 pounds per cubic foot with Chromated Copper Arsenate Type III, Oxide type, as listed in Federal Specification TT-W-571,1. The treated portion of the column embedded in ground shall be laminated with stainless steel nails. FOOTINGS AND ANCHORAGE - Column holes are dug 4 feet minimum depth below grade and readi-mix concrete pads or dry concrete mix pads are poured in place (note plans for size and type). Two _ galvanized steel angle base anchors are placed 1" from bottom of column. Additional concrete - - - mix is poured around base of column then backfilled with dry dirt and compacted at B" intervals. SPLASHBOARDS - Splashboards are No. 2 or.better southern yellow pine 2"xV S2S and center matched, pressure treated to a net retention of .4 pounds per cubic foot with Chromated Copper Arsenate Type III, Oxide type, in accordance with American Wood Preservers' Association Specification C2. One row is furnished for building on a level grade. FRAMING LUMBER - Side nailers are 2"x4" S4S SPF 2100 MSR spaced approximately 30" O.C., with all • joints staggered at attachment to columns. Roof purlins are 2"x4" S4S No. 2 SPF or better on edge spaced approximately 20" O.C. All other framing lumber is standard grade or better. ROOF TRUSSES - Factory assembled with 18 or 20 gage galvanized steel truss plates as required and graded kiln dried lumber as specified. Truss s are designed in accordance with current standards and specifications for the stated loadi g. BRACING - 0.035"xt'h" high tensile steel diagonal, ,X-bracing in all corners. Lateral truss ties and end bracing as needed. ROOFING AND SIDING PANELS - 0.019" min., G90 zincigalvanized steel with an additional baked-on silicone finish. Color is 1 mil thick on exterior. TRIM - Die-formed trim of 0.019" min. steel with silicone finish on corners, gables, ridges, and doors. GUTTERS - 5" box type gutters, color to match trio, on both sides of the building. HEATING, PLUMBING, VENTILATION, AND ELECTRICAL WDRK - By others, not part of these plans. NOTE: MORTON BUILDINGS GENERAL SPECIFICATIONS aply unless indicated differently on specific job drawings or supplemental information. 375 2/85 4 24- - 85 DRAWN BY: Y—p�y_V_ _ DATE_- 2_L_$5 p - _ - - -7� - -- -__ OFFICE __PH��LTPS�AR4; 1J J, SCALE: CHECKED BY: (y DATE: 4-Z 'AS �•� MORTON BUILDINGS, INC. - Jp" A.AES . -_� / YL EQ - - — __ _ - _ SHEET NO. iIA ANITUC.K NY . - JOB NO. .:.7z=7i1R P = Of — REVISED BY: DATE: II II PL_ - Lane �7 4''z 7 7L G„ 7'- 9'4" . 10 -0„ q-9 k" 7- 8 '4" 19 - 7 '�� Z'-4"z" 14'-10''z' 22'- 411;' 30'- -9" - 40'-314" 99'10'zz 67'- 2"9« 74'_ 9" ° , I-OLtA"Q LOCATIoN —13'2"K!o " 1_AMINATED -IC.OLUMN L6C.ATI0NCFxTFN0s 3' Lo,Ck) Ia LOh](� SCy4f" SIljE a UP IS' EAS ,T J WEST ENO WALLS 1 • — HEADED TRUSS 1,O1,.A,TION I I ---- - - --- --- --- -_ -- -- -E - - - - - - - - -7 ©—<4')_ 3Q(0S AWMINUPd, ENTRANLE DOOR (PLAIN) r�qmO O I 0— 30(06 gLUMINUI.'\ ENTRANCE 00or °'/ GLASS - ' I Oct'- 9 u.15' .SNoy V9,30, - O— 3070 GLASS ENTRANCE PoOR I 48'+ 9 '�-15'_- _ 48' « 19' K30' 98'r l4'F 3q'_ -- __ j �;(f N - - I IOVEaNPN6_ SS,DEs_yErLTpD1 . v � — 4'*3'-(," AIJDFRSoo INS, SLIDER WINDOW I I__ v �—(2)5'x4' AIJOER SVU INs. PLATE C-,LOSS WINDOW_ I © —_ G'>• 9' AtJ QE[RSOrJ IIJS, PL AT'e GLASS WIIJOOW - - - N - Q O — .(5)10~10' AVER PEA0 o0ok 16' xW DOUe LE $LI:m)Co .iDE Doog "'/1"THERMhY *WEAT4ER SEAL 2 ,V'0 FO-OTItiG w/ F3 BA66 5ACkRErt CPRc-MtxEDwI WATER - 1 I _ " 'f HAROENI IP.- HOLC -4 GA(. S WWFA3 SETTING IN i I N � � COLUMNS. I L''�'-` Q I O � - 2(0"!6 FOOTING " /R: 6AV6 SACKQETE CPRE -MIXED �/WATMR) I r-7 I N7 IN F(OI.1:, 5 (3A1(a5 CPRE - MIXEO -iWATER ) WHE IQ - bE7TING IN COLUMNS, —1SO'XSO' cTTIC: ACCES,'S DOOR - - I I � I h I C c I-- raj 1 `N I I O v I I N I I © - H ,N - - - - - - - — - - — — — — — — — — — — —— — — -- - - --- -- --- -- - -- � : 74' C, j Z'- 9'12" 14'• 10'/I - 27'- 1011i1 lk 41 _IO p 3,_p., v, 7'-(0" . 10'-O„ 10'-O,. IO,-0" - x _ 24 - 85 - - - _ -- - PII/LDIPs BuRc, 1 �T.- _ SCALE: q DRAWN BY: 2onM c, DATE_. - MOR OFFICE _.. Ii -- — — JAME5 � . — TYLER — — — — — — -- CHECKEDBY: ,J(, DATE: �¢ -�J/' / BUILDINGS, INC. -- - -- - SHEET NO. REVISED BY: DATE: - _ Mnnllruc c 1may, _ _ JOB NO. 12 SR Ib bA6LE TRIM Q i SR 21 GORIJER TRIM 7 P -SP-73AASE —V6n�s-w-21ove - ----- --- 5"OG CUTTER 3�9N8 of 6ROW h7___ STEEL - /NORTH LCVATiMD _ — SO '-ATH El_EVATjok) — 4 24 - 8S DRAWN BV: 7O/nA U SATE:__ _ -2. :_ _. . _ _., - - -- -- FN'�uP56i[ky ,_1JJ SCALE: ,•` MORTON _ _ ___ ------ ------ --- OFFICE _., CHECKED BY: J(j DATE: ¢-24- / BUILDINGS, INC. -- -- MMES — YLE�-- - ---- -- SHEET NO. i _ - _ _/�K�IJ I1'4LK NY, _ - -_ _ JOB NO. _73'212$_— .p REVISED BY: DATE: I - - __ Of h ! 2"14" PURLINS Ict"R O.C. (IJo 2 S 4P) HI RIB STEEL 2"x4" PUR9'l ,C, _ 2"x4" BEV. PURLM ( ROOF PURLINS FILLER STRIP HI RIB S2"x6" BEV. FASCIA ° --_ 2"l BEV. PURLM FILLER STRIP SR90 SOFFIT _ A8�TRUSS 2"x6" BEV. FASCWIf 1/2"x5-I/2" M. BOLT 6R9S ! ' 2"z4" TOP BLOCK HI RIB STEEL 98 rRuss TRU55 6"BATT MS. WITH VAPOR BARRIER I/2"x2"1 T M ^LUMp EXTLh1SI01J ROWS 2"x4" NAILERS2"x4" TOXI RIB STEEL (2100 1 IyS R gp F) 2`46"BATT MS. WITH VAPOR BARRIER �" InJS. `"'/VAIDOIQ BPRRIEaI 3'ROWS 2"z4^ NA2•.4•' 5TRIPPING HI RIB STEEL 3-2" x 6" LAMINATED COLUMN (21004 mlkI NI RIBPANFFI41-O�H6.RIB ST3-2" x 6" LAMINATED COLUMN /SR IIGRADE TO HEEL — 6" BATT INS. WITH VAPOR BARRIER 214 MAILERSGRADE TO HBATT MS. WITH VAPOR BARRIER SIDEWALL SECTION O-D SIDEWALL SECTION B- 4 SR -2 g0 MPH_ wIND__u� i NI RIt3 PANEL., ' 80MPN �WNO�_ — 7 _ Sf !o � / I'WDETNERMnx W L T3LO I ROWS) 2"x8" SPLASHBOARD I' WpETHERMnx f 2"1 TR. & SR 12 3' O" (3)- z 6 CO(.ury Y ,1c (a CONC. BY OTHERS 1 ROW(S) 2"z8" SPLASHBOARD 2"x4" TR. d SRI 2 SR45 PERIMETER INS. BY OTHERS ,K�� CONC. BY OTHERS NOTE: CORNER i ENDWALL COLUMNS TO HAVE 2rq STRIPPInJG 14% HOLES A 2 BAGS SA CKRETE SR45 a •PERNMETER INS. BY OTHERS ' I NOTE: CORNER d ENDWALL COLUMNS TO HAVE TREATFO 4IM' l HOLES Q 2 BAGS SACKRETE I (p" GONC, rL OO2(PuY OT ES) / BASE ANCHORS 4 -,� 6RADF _Dg6S-_SACKRETE ARE-AAAM(,E4 e 46M BASE ANCHORS I —"�LWAZER aNAM2()EtiJLIN FI�Lk__ ' .4�`z_�AL,3=�Py<REZE C_P_RE-MIMEO i ❑ '11 --- -- —'C'/_WA7'E.2 y�lA2DEMS1-ILJ�-IOL�E.= 4 -O J�-wNrR St TTINa _ -.�-BA4 SAGI[RETE /A-) EFOLE- _ _ N.. . I 6A Ci I SETTfl /4' - - 1 � 2H,.� CriM3-1 4 - 24 - 85 DRAwN BY: roM =intlz z- - BUILDINGS. INC. - - - - CHECKED BY: ,f (� DATE: I —2=4 /�.�` - -- - - -- - _ ]� - - __ lHii. sZ°uR U�-I � SCALE: - - �/ p-MES _ EOFFICE - - ,: REVISED BY: DATE: MORTON — - - -- - - --- - - - LES — -- "-- _-_ AN I TMA GIC SHEET NO. -- �---- -- --- - JOB NO. �3,�MTA- „ of HEADER NAILING SCHEDULE HEADER STUB JAMB MEMBER COLUMN COLUMN VII-RIB 5TEE-L -- 2"A4" SE.V. PL)RU W --- NOTES: 1. Numbers above are 20d R.S. 2"r4' NAILER required per connection. 340 TRUSS 2. Pre-drill headers as re- quired to prevent splitting. 3. If number of nails required 4 1 I I for header to jamb column - connection is excessive to r,/4 xl�t' �- I 2"+CR" BEV. F{LSCIR cause splitting, the excess C2'4004b) nails may be installed in '` I 5R 90 header support blocking. (o°I/J5. "/11APOR 0I I'r(o" FILLER bP_R61ER- + (R1PPE-0) JF -2-SPF)--- -- ' -rT 4iS s7EEL - 2A2" NEADER ZN0.1 SY.P) '* R 4-EC�1lKS1wT N/- Rle, STEEL SR 74 �VFR BLEB SYRIPPIN Ca _ 2 7 O 1iL QC K-._ CEI LI hJG PA1-2EL_- 2"L(.L6Ev, FASLJA_ TL'<g �CPMINATEp=.-.T9 Aa61d6(tJ - - - I-11-RI13_SSEEL1 .2L'K�'!LQP_6L.OL _HA -RIES_ST EEL — SL )IDIIJ &1 �OOR HEA D912- - )DE TAIL_ -- ]3tA1]_67R - Hb¢I5 STFFL ROOF - _— S.Y' PURLIN I STEEL bTQ11P01W. TOP GNORO OF UPPER TRU55 -3--2 "><!-I'STI�tZ S,IILU MAD_ - __'LAT STEEL ]'rb'�RquNb - 1%W'NAILER 6"6ATTWS. "'IUAPOR BARRIER 4t TRUSS HI-RIB STEEL 2"ERdToP _ BL�.r BOTTOM 4HORO OF TRU55 NI-RIB STEEL ]x•10"NArLFR SQ Y1 /, __ j HI-QIB CEILIAl6 1'.4^NULE4 .SR qZ-_ —�-R 2�— STEEL LIUING +"'4^ PU4LIN TOP CHORD OF LOWER 7R-5b J' SlE£L STRgpO,UG G'BATT INS. —JUAPOR BARRIER ]-241-• ❑PR16HT (RHLEOID ]".G'4PRIGHTS) ]"l.11" NAILER BOTTOu. WORD Of LOwE. Tkv_L H/-RLQ 'TE'L I __– �/_ yEP.__- . -I.TI Ea D–JJQ9l��E(Z-- � ��'•EJ..7BILER i [iJ n� CR DSS SEGTfo.0 OF pARTITlOAJ WALL IA-A— Q 4 - z4 - 85 DRAWN BY: roA+ U DATE: q-2z-65 MORTON IC TVLt P Pl'a11LLIPS-BUR4 , SCALE: CHECKED BY: (1 DATE: q-_ Q -Qj /. BUILDINGS+ INC. - TA^',ES OFFICE -_ REVISED BY: DATE: MANI'rUGC tJy JOB NO. _73'21-26 .-- P SHEET NO. 7 I II I 100,#300 NAILS 22/8 11x16 PL. WAILS 10/4 NOTE s PLACE I/ UPWARD CAMBER IN THE TOP CHORD 9x9 PL' AT THE LOCATION OF THE TOP CHORD SPLICE. NAILS 14/4 9x I I PL RAFTER LENGTH 25'2" . TRUSS SPACING 716 , O.C. - NAILS 10/4 TRUSS LENGTH 47`9" j�4" - 30 PSF 5xIO PL. LIVE LOAD RE PSF NAILS 4/2 ALL WEBS A2x4's DEAD LOAD ' CEILING LOAD _ 5 ?SF 3x5 PL - I ' TOTAL LOAD .37 PSF ! JOINT #3 NAILS 12/6 EACH JOINT #1 "z-13x6 PL IS GA. JOINT #2 - e„ 6'_3/4„ I 7y' � rc �r rz•r_r JOINT 04 • HEEL I LOCK 2 15- 1/2" 214 11E6 3 r8•2, JOINT 05 ,hve" i, STIFFENS req" • • : • . 4 '1¢x9 P1.'IS GA. AILS 18/8 NAILS _ 1� 7'11-1/2"+1-/44" I WEB #2 WEB 04 rc. •'"z JOINT #6 , 5 - EB #6 2x10 4 . p Truss has been designed by , WEB #I WEB #3 WEB #5 _ V # WEB #7 computer using the Purdue 2x6 SB- 9 - - I " .` 7 232'1x01- - 6 Plane Structures Analyzer11 10 IAW the Truss Plate Insti_- Lc.# Lc.#1 '`:? tute,s specifications. Out- put be provided 16'7-9/ 16" upon request. CAMBER 0'3 AT CENTER LINE NAILS 10/4 1950f MSR lumber used in ; 9x9 PI. lower chord and 1600f or NAILS 12/6 EACH better lumber used In top NAILS 10/4 NAILS 10/4 chord and web members.' NAILS 8/4 13.8 P1. 18 Ga- �.i 6x9 PL. Allowable stresses are! in- 9x9 PI. 16x10 P1. creased for short term 3x5 PL. 18 GA. loading. 20 Ga. galvanized gusset plates are used, ex- . . cept where noted. I. . ... .. .. . . ..... .. . ... .. . ... . . JOINT # 1 1 JOINT # 10 • JOINT #9 - JOINT 08 JOINT 07 wrenla ,"rM!T 0395248 48L COMM. S.C. TRUSS 48° xeomxFA 2-T.C.#1. 2-T.C.#2. I-L.C.#1. 2-L.C.#2. 1-WEB#1,2=WEB#2. 2-WEB#3, 2-WEB#4. 2-WEei�`5. 2-WEB#6. 2-WEB#7. 2-H.B.. 2-SPLICE BLOCK, 4-16210 PL.,4-16x9 PL.. MDN BUILDINGS 16-1328 PL.. 2-1 1 x 16 PL., 4-9x 1 I PL.. 12-929 PL.. 4-619 PL.4-Sz l0 PL.. 6-3x5 PL. .. ----------------- -:- 4 24 - B , C ��