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1000-63.-2-30.1
LOCATION \IIP. yob , \ o n,a;,--- � -•-� ,� � D33ry/ S i / a �,3•` W V N O Ire "A•;a' E �„ /��-.� O tNi, ITE PLAN OF PROPERTY �Afl , 2�0 � S°uln°Itl Town T q f yam* ,e ^ L� Planning Bard A 1 SOUTHOLD .,.e ✓� �F � •�mw:��� \ �. � .\• i51 �� PO �� _ _0 2 TOWN OF SOUTHOLD � P FSR PNZ E YORK : = 0 } SUFFOLK COUNTY, N W N, M `o�T'oN I ti = 3 hey, H.- •• G.�, In • FWD O . . . ° S •'E' ' 73.6 N M P C n 1;LL�,:,..,�,;�.�_u.P�,inD:31I1UYVU�Ir1,1.D9°�„ �°�1,5��'1;°N � ._ _ -'` `• L �' - ��: ��•I,r,6•.•-':-.• � SITE DATA: v w IJO2,4Q1,iCILYOL_DGES Ti1ATTf�COND1TI0t15 pFTHE SIIE MAN 4F - •'••••• --•-•-• •-•- O O o y a° 6 p°Sj ::_ :' SCTM # 1000 - 63 - 02 - 30.1 w j-114 l 5 Y A MACCFMEe.45EECONOIIIONSONeaDSOlLlfflOM ,,\P ~' O E`P°`` F : :' SITE AREA = 1 .7693 ACRES a o SCTM: 1000-63-02- 30. 1 ��� �'I x V ORf:GDS / TRLE dDATE I�f p'- VP HT •• %! " L'� - --- P 6 #, 5 TOTAL BUILDING AREA: EXISTING: 13,551 SQ. FT. AREA = 1 .7693 ACRES P 5s w o AITPROVE'D BY ti - GP sl `aP PRIVACY `� TO BE REMOVED: -2,380 SQ. FT. a �, TOI. DFLAIJNMG DOAAD SCALE: 1 " = 201 4� P YSP PGE tt o 3s 35.5 GATE z NEW ADDITIONS: 8,738 SQ. FT. Plaoolne,nvrdfl eni_m, l/=I P\yp5H,�5 •ZG.�.o� B MSN. l TG 75 AUTFIDRIZEO SIGNAiVEE TITLE DATE ( 21 DE LANDSCAPE ) V\° F oo :.:. °' MIN. NEW Ep uGNrs TOTAL: 19,909 SQ. FT. �- F �fp OS . . . . TC 31.5 i , NOTE:The Approved site development plan shall be vend fop ,P P '� - P4E a•MiN , •t.`'"" NEW �� �P *�°SGp4c tNIS 'i1.T, .•.•.- W a period of three(3)years from the date of approv ` \° SC \a, fp J/ x P H,25 '4- }�:.:.:.: code section lBO-zss. OPERTY NOW OR FORMERLY F.LP'Or\aE FF^, �P,�°"�50 ,,, N�w ,o °E Ss. 10 °\P \G .,�''.,5`.'.'. P �� / " P x 931 ;•;•;•;{ 34.3 EXISTING PROPERTY ZONED, LIGHT INDUSTRIAL OWNED BY °a $• _. NEw p DEEP f caps"E° c 3 . O z> 4 :... _ o. wE W\ p w , o\P. * ° �a epSE O< � SCHOOL DISTRICT # 5 TOWBEE, LLC \ NE a �� o ,D PaK,N PscaEr .;...•. 1630 3m o/ o\P. ` N P 00 SP"°0N rG}5 Ew EP w =wa SITE PLAN DRAINAGE CALCULATIONS: 1560 YOUNGS AVE. � �`' � ' '"Sa P,G`i E gid' •. / G .�\ / 6'= m "/ \FON ,o °\P -:J:4.`�-:�•.•.•.'.'.•. �� 1� : • • \N � - ce ��- - • • • � ROOF �REA BUILDING #1 GPTE 48 . :, ,. DM\L°DE / :•: r� oaP M16 wti.3 / Scp4E •-:. .•. �•.• O W - SOUTHOLD, NY. 11971 : .':E : ., 5`" N a SE Py GH35 PN°sc `c3rs E�10 caps" P GNz vD BUILDING: 63 x 83 = 5,229 sq/ft O F LN '• 4 ovE gP U j V7 FRONT PORCH: 23'x 5' = 115 sq/ft L . ;F, . fr•.•. •-:•- v Sp"PLNcaE� - H-i ' - _ HALL i' PORCH: 20'x 18' = 360 sq/ft 'G E`e°mac P PVFa fSf ePs� fW s°N aP p 95 M1i 10 ° ' F� O TOTAL, ROOF AREA = 5,704 sq/ft P �Py°�ejse� ears"00 'B`,1 G t1, ✓SGpN Nsw 0 DEEP Sc�a.: •.', '• r „ 3s.a V = Ax R x c Pp W �. ��-'w.\ O 8 K LPND is G P sl jtC 36 w ;\ NE 'I pecP m $�}SL OS$� \g o o P• G" : :':� A = 5,704 sq/ft rn P`0 PGE sr 1 ° 2 oY ✓1 R = 2" i2AINFALL = .17 ft l S. . o sP OPON P \N D\P' P Il YR (JD v M1b E F '>> • •'•-:':" •••:4 s , - ,c30h Scpee 0 l�6 ,�� DEE ��aE� �'�a ,. Le e apOPk`p�. '� g0 X �,� °aK P\R Nt . .'.-.-.-.•.•'•'•'•.• .1 . _.: LPN�e P. 35 of ', ,n Na oa s 41C$ -: C = CCEFF. = 1.0 ^ P Ll to o x zl 4 " G-MN w4 EP x 04 LA G V = 5,704 x .166667 x 1 = 951 e f. Z C4 P 0 5w e \ P f $LSl GR�1 31 7 O Sj _� e oaLL °° �3 : ` ": o . .' lr 951 / 68.38 VERTICAL FT. / FT. = 13.91 V.F. I��1 :•-•' 9P5� / - - c °a rF- \ \ \ .pE o� J . t j F \6 PGS •.. - -9-: : - - "E° cONcaEtc. \ Np44°5518 e° -••• °' \•�.., \\ a\\ \ 0 1\ o ..•••\.•'• �� 1 cp, l USE (2) 10' DIA. POOLS 8' DEEP = 16 V.F. OWE �'( v �� 4� 'SE caNs \ OGP.�60PNO1 pEn�K .-^•L Sp"PK ZF,OPSE °,a0f>>- \ \ \ g3 i '� �'N S.�a / ' ` F-i p ROOF AREA BUILDING #2 p0% BUILDING: 76.7'x 26' = 1,994 sq/ft O Q P 'J 1 r.'.'r.-.-.•.•.-.'.--- NS" Vd P t� \N° \.° CK // I// ° _� . . T':{{.:...•.• • ... 30 SEs c � NE DEE ��� ',ti LDpDK °° /,/,, /,/ � , � �\� • , � 7•" O ( �L f :•: rh., ,t �,� °SCP4£ L. . °p5 P PN rs d V = Ax. Rxc •. . •. . . / NEm o4-EP ,aoN DEE �• �':,. L L3G" �. iL°p K j . $V11 �4 //,�/,��/, .�..r.�. •' .� , i O,,\ ( : // '% o\P + ^ °aP K o '� °ay f- / / X G /, / / . . . . c A = 19 )4 sq/ft - Ln E- �L J ..:..::i{.:. .:{:- / , /. 30 ,� \l //./ %// h' F. / '.'. . . . . . . �ii r S n ~ 1' : : :.:.:.....:.... . . o ', I „E l P /j j//j,!%, $X15T �OVS ///' M PQ\ R = 2 .RAINFALL .166667 !�/iii//iii!/ r, °"a`` 21 NES aG PRs s� a NEN DEEP ' \ C _COEFF. = 1.0 - O 4^ ,,� \6 v PG4 .." j,//j�/�j//j j/j j%/j / T < 4 P SP PGE / P x 4' S ��%%�,/%,�j $ •-\ \ o ,�--- .• e CP�ti .�.•�•�///i///////,/'/i////// / / ��2 � P �.�. ,�,�. o - •�•������� _ = Q� V - 1,994 x .166667 x 1 - 323 c.f. v \ 1,3116 ti�11t �� /!. .•:•:.. . _ 323 / 68.38 VERTICAL FT. / FT. = 5 V.F. ,-r - :;:.' •'•-�cP:::::::'i �: j///,//j//./,/./j//./j//.!/././j//!,//j / / j%%/ oar •:-. w •1•.• e $til yoS , \\� F ; : : :... .:::: Xao "' P V p1}S$ . > Q USE (2) 10' DIA. POOLS 4' DEEP = 8 V.F. : : �: S_; :'. o L . : :.:.:.:.:.:. . • / // ,// // // /// ,/ /// ,//,, . j/ // / // /// apRE� G P\J� ROOF AREA BUILDING #3 BUILDING: 70'x 40' = 2,800 sq/ft NG � ' " �G ,, ..,•. . .!. ...... . . . :....:.:... . /%j/ij%/ijjii%/ � G" /i %ij%i/ji///ii//i, /i,,/ii///, : : : : : : : : : : `: O V = AxRxc 4P,g0 ••�////ii/%i/iii/ii/ $QlL1lyG $ / -.•.\.• ..:-:- . . �� ss ..: : .'.'.••:////////////j// Ott cP P ,, 1111% %i,!i//' - S� A = 2,800 INF �,e �' �, °aprP- -••//i,//j//i j//i//i////,//,///i,/ `N /! .:.:.:-:.:.:.:.:.:.'.'-•-•-•` � _ - ��j� � R = 2" RAINFALL - .166667 � / , ,,/ ,,/ /// , 6 S N C = COEFF. = 1.0 G C,-\ caps"tc, i/ / ////,///j///////j///////i//'i//'%//�. .-.. . . . ..•�•.•_..•. . 6 OV" V = 2,200 x .166667 x 1 = 467 c.f. OR a l ,.,, ./ //./ii,//i /%i/ !/i/i//!�. . . ° ` O� �- -1 467 / 68.38 VERTICAL FT. / FT. = 7 V.F. ..7(- ` OR USE:(:!) 10' DIA. POOLS 4' DEEP = 8 V.F. a ' - TI' LANDSCAPED AREA \�\ 0 EXISTING BUILDINGS ROOF AREA BUILDING "E" 40 $�� 3 02 2a CRSS i/'! 3� BUILDING: E - 9,491 sq/ft `� SEA TOW // SEA Sl'T1 Z NEW BRICK WALKS F ° (O 6 ' P . . . . / % PCS CORPORATE '� l 0 1 h . . - • • /�• • • •. . . . . . . . . O "00 ,b� r.•.� •.•.•-• vv QR I-TEADQUARTERS � BUILDINGS TO BE REMOVED V = A x R x c e 2 �R�Ai 1 x DEEP , �O BOISSEAU AVE., ® PROPOSED NEW STRUCTURES A = 9,491 sq/ft u DSP' •'•'•••/ �� SOUT13OLD, NEW YORK R = 2' RAINFALL = .166667 Q b NEW 0 _ 68 APPROX. LOCATION OF C = COEFF. = 1.0 Z a -1 PRE-EXISTING TREES S I T E PLAN < V = 9,491 x .1666167 x 1 = 1582 c.£ o _ SIGN IS TO BE C WITH MIN. OF 6" CALIPER E "m AND MIN. 3' HEIGHT TO SCALE : 1 = 20 n PROVIDED WITH REMAIN ON SITE. 1582 / 68.38 VERTICAL FT. / FT. = 23.1 V.F. W W Q ° �a SHIELDED GROUND ° LIGHTING USE (6) 10' DIA. POOLS 4' DEEP = 24 V.F. (LOW LIGHTING) 4' ARBORVITAE TO BE PLANTED LIGHTED SIGN DETAILS PARKING AREA #1 0' 10' 25 ' S0' 1001 2' 8' 16,554 sq/ft' TREES TO BE PLANTED V = A X R X C z U O A = 1.6,554 sq/ft � Qm °- � w TOTAL SQUARE FOOTAGE OF STRUCTURES VS. PARKING REQUIREMENTS R = 2" RAINFALL = '166667 ft 2 ¢ p IN PARKING C = COEFF. = 1.0 o z ¢af w F- SPACE USAGE SQ. / FT. PARKING SPACES V = 16 554 x . 166667 x 1 = 2759.0 c.£ z o w W z CALCULATIONS ) _ p cC T BUILDING FLOOR REQUIRED z 0. F a CAST IRON FRAME & GRATE - CAMPBELL FOUNDRY SITE E DATA• BASEMENT WAREHOUSE 2,959 sq. ft. 1 per 1000 sq. / ft. 3 2759 / 68.38 VERTICAL FT. / FT. = 40.35 V.F. m 2" WEIR COVER / T r 3 4,920 s . ft. 1961 s . ft. NA 0 USE (5) 10 DIA. POOLS 10 DEEP = 50 V.F. , _ � � � I TR WEAR COURSE TO BE PITCHED SCTM # 1000 - 63 - 02 - 30. 1 TOTAL MECHANICAL/HALL /BATH ' ' L1. 0 Z 10 DIAMET TOWARDS DRAIN COVER. 611 FIRST FLOOR F W U_ MINIMUM MINIMUM 1 -112' SITE AREA = 1 .7693 ACRES OR 70,070.71 SQ/FT OFFICE 1800 s . ft. I per 100 sq. / ft. 18 ac f- - TOTAL PARKING AREA #2 Q 4 920 s . ft. BREAK ROOM / HALL / BATH 3 120 s . ft. NA 0 � ' SITE AREA BLDG E - 26 338 S /FT 00 000 me °INC #1 PROPOSED OFFICE 13,408 Sq/ft • � ✓N ,,, SITE AREA BLDG #1,#2 & #3, - 50732.71 SQ/FT AND WAREHOUSE, SECOND FLOOR OFFICE 2,358 sq. ft. 1 per 100 sq. / ft. 24 � INCL. ADDITION TOTAL BALCONY /HALL /BATH / V = A X R X C MIXED LOAM BETWEEN BUILDING 4,900 sq. ft. CONFERENCE ROOM 2,542 sq. ft. NA 0 A = 13,408 Sq/ft 1 El ,.4 s u?z 2 11919 n 7 ------- 1'01 RE: Appl. # 5492 - TowBee #1 & #` THIRD FLOOR WAREHOUSE 2,000 sq. ft. 1 per 1000 sq. / fr. ? R = 2" RAINFALL = .166667 ft 00 1 ,;,: '. BROWN SILT ML TOTAL (Second Use Variance Request) 4,800 sq. ft. ATTIC 2,800 sq. ft. NA 0 C = COEFF. = 1 .0 ❑❑ I � --- 3.0' V = 13,408 x .166667 x 1 = 2,234.67 c.f. 0000000000 - TOTALSQUARE t, z"ve,3v 19,540 sq. ft. H IN �n cc 11 m n �a6 Total Area of Lot Designated FOOTAGE, BLDG.#1 0 N N - n _ 0000 00 1 UI To Building "E" = 26,338 sq/ft #z PRoposED BASEMENT 2,235 / 68.38 VERTICAL FT. / FT. = 32.69 V.F. o 0 o b o o o o� WAREHOUSE TOTAL 1,680 sq. ft. 1 per 1000 sq. /ft. 2 USE (4) 10' DIA. POOLS 10' DEEP = 40 V.F. SAnD / GRAVEL g , _ sq/ft ADDITION 1,680 sq. ft. n Buildingand parkingin question BETWEEN FIRST FLOOR PARKING AREA "E" PARKING AREA "EE" o S-0" TO GROUND WATER Building "E" 9,491 S /ft BUILDING TOTAL WAREHOUSE 1,839 sq. ft. 1 per 1000 sq. / ft. 2 0 0 0 #2 & 43 1,839 sq. ft. 7,209 sq/ft 1 ,628 sq/ft 0 N 1 Parking area "E" = 7,209 sq/ft TOTAL sQuARE N Y u 00 PALE BROWN FINE 3,519 sq. ft. V = AXRXC V = AxRXc 1 o To COARSE SAND SW Parking area EE = 1,628 sq/ft FOOTAGE, BLDG #2 A = 7,209 sq/ft A = 1,628 sq/ft °' " DRAIN BASIN DETAIL CURB & PAVEMENT DETAIL Landscaped Area = 8,010 sq/ft #3 PROPOSED FIRST FLOOR R = 2" RAINFALL = . 166667 ft R = 2" RAINFALL = .166667 ft z TOTAL WAREHOUSE 2,800 sq. ft. 1 per 1000 sq. / ft. 3 a o w _ Use of Second Principle Occupancy WAREHOUSE 2,800sq. ft. C = COEFF. = 1 .0 C = COEFF. = 1 .0 TOTAL SQUARE V = 7,209 x .166667 x 1 = 1202 c.f. V = 1,628 x . 166667 x 1 = 271 c.f. Contractors Warehouse FOOTAGE, BLDG #3 2,800 sq. ft. 17' COMMENTS: and office. TOTAL TOTAL NA NA 1202 / 68.38 VERTICAL FT. / FT. = 18 V.F. 271 / 68.38 VERTICAL FT. / FT. = 4 V.F. [� LOADING DOCK 696 sq. ft. 696 sq. ft. USE (2) 10' DIA. POOLS 10' DEEP = 20 V.F. USE (1) 10' DIA. POOLS 4' DEEP = 4 V.F. LANDSCAPE LIGHTING NO WATER ENCOUNTERED. Parking Spaces: 1 NOTE: THIS BUILDING AND ALL ADA LANDSCAPER LOUVER LIGHTS(THREE TIER) BORING AT STAKE TOTAL NUMBER OF REQUIRED PARKING 54 l ~J SIGNS AND RAMPS TO ARE TO BE USED FOR LANDSCAPE LIGHTING, CONFORM TO CHAPTER 11 INCANDESCENT,(MAX l0aw) �j OF THE BUILDING CODE OF TEST HOLE DATA PREPARED BY 11 Parking Spaces LOT SIZE: 77,070.71 Sq. ft 1 ADA Parklrig Spaces TOTAL NUMBER OF PARKING SPACES AVAILABLE PARKING SPACES 49 McDONALD GEOSCIENCE NEW YORK STATE AND SOFFIT LIGHTING ON BUILDING BORING DONE ON 3/17/03 _ - - - - - - HANDICAP SPACES 2 F---I ^ 199a ANSI Al 17.1 INDICATES BLDG. #1 (incl. addition between bldg. #1 & bldg. #2 5,060.0 sq. ft. f--I-. SOFFIT LIGHTING TO BE RECESSED i 11y DICATES AREA OF - - ADA RAMP DETAIL LIGHTING. INC NDESCFNT(MAX75 „1 TEST HOLE DATA SECOND PRINCIPLE BLDG. #2 (incl. addition between bldg. #2 & bldg. #3 1,862.0 sq. ft. N.T.S. OCCUPANCY EXISTING BUILDING "E" TOTAL SQUARE FOOTAGE VS. PARKING REQUIREMENTS BLDG. #3 2,800 sq. ft. �--I FLAG POLE LIGHTING BLDG. "E" 9,491 sq. ft. "FIBERBOARD FLAG POLE LIGHTING TO TOTAL TRUNCATEDTEBL DOME EXPANSION JOINT INDICATES 7T�T 1� EXISTING BUILDING E WAREHOUSE 1 per 1000 sq. / ft. 10 LOADING DOCK 696 sq. ft. R PROVIDE SMOOTH DETECTABLE BE RECESSED UPLIGI-IT 11\TDI�'A'1 Ei S EXISTING 6 CHAlly LINK Y-<-` --`�`- 9,105 Sq. R TRANSITION \i'ARNING RAMP AT 112 INCANDESCENT(MAX 200„) TOTAL LOT COVERAGE: 19,909.00 sq. ft, or 25.83% N WITH No LIP MAX SLOPE 1:10 MAX SLOPE FENCE WITH F BARBED WIRE TOTAL NUMBER OF REQUIRED PARKING 10 SIGN LIGHTING EXTENSION AT TOP. (TO BE MAIN- z SIGN LIGHTING TODEUP-uGHrNG . TAINED AT A TOTAL HEIGHT OF T-0".) WALKWAYS: 1,717.0 sq. ft. g WITH SHIELDED LENS(LOW VOLTAGE) PARKING SPACES 11 BUILDfNG TO BE REMOVED 2,380.0 sq. ft. TOTAL NUMBER OF PARKING SPACES AVAILABLE 4" MIN. COMPACTED HANDICAP SPACES I DRIVEWAY & PARKING: 37,777.00 sq. ft. OR 49.02% C}_, GRAVEL BASE exewwMATMIDDEPTH ALL NEW GATES TO BE INSTALLED IN LANDSCAPED AREA: 19,385.58 sq. ft. OR 25.15% DOOR LIGHTING COMPLIANCE -r TOWN 7� 1� 77�T• RAMP MIN WIDTH 5'-0" DOOR LIGHTING TO BE WALL MOUNTED. COMPLIANCE WI 1 H 1 O VV N COLE HEIGHT SEE OWNERS PROJECTED FULL OCCUPANCY STAFFING LEVELS FOR REQUIRED PARKING INCANDESCENT,(MAX 100H-) RESTRICTIONS• PLANNING BOARD 1 EMBERSP.O. Box 1179 ®�®gUFFd(�c® JERILYN B.WOODHOUSE a+ Chair �` Town Hall, 53095 State Route 25 Southold, New York 11971-0959 RICHARD CAGGIANO Telephone (631) 765-1938 WILLIAM J CREMERS ® Fax (631) 765-3136 KENNETH L. OEDWARDS MART PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 13, 2004 Abigail Wickham, Esq. P.O. Box 142 Mattituck, NY 11952 Re: Proposed Site Plan for Sea Tow Corporate Headquarters Located on a 1.7693 acre parcel at the intersec;,,ion of Hummel Ave. & Boisseau Ave., on the southeast corner, in Southold SCTM#1000-63-2-30.1 Zoning Di"4rict: LI Dear Ms. Wickham: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, April 12, 2004: The final public hearing was closed. WHEREAS, the proposed site pian, to be known as Sea Tow Corporate Headquarters, is for a new 19,540 sq. ft. three-story office building (Building #1), renovation of an existing 3,519 sq. ft. warehouse (Building #2), a new 2,800 sq. ft. warehouse (Building #3), a new loading dock of 696 sq. ft. and an existing building with 9,105 sq. ft. of warehouse (Building E) on a 1.7693 acre parcel in the LI Zoning District located in Southold; and WHEREAS, Towbee, LLC is the owner of the property known and designated as 700 Hummel Avenue, located at the intersection of Hummel Avenue and Boisseau Avenue, on the southeast corner, in Southold, SCTM#1 000-63-2-30.1; and WHEREAS, on July 24,2003, a formal application for approval of this site plan was submitted; and WHEREAS, on September 11, 2003 the Southold Town Zoning Board of Appeals granted a variance with conditions as described under Appeal Number 5355; and WHEREAS, on October 9, 2003, the Southold Town Planning Board,acting under the State Environmental Quality Review Act (6 NYCRR), Part 617.6, performed a review Sea Town Corporate Headquarters -Page Two —4/13/04 of this unlisted action, and as lead agency, made a determination of non-significance and granted a Negative Declaration on December 9, 2003; and WHEREAS, on November 13, 2003, the Southold Town Fire District found adequate fire protection for this site plan and provided a letter indicating validity for one year and the Planning Board has accepted this recommendation; and WHEREAS, on January 20, 2004, the Suffolk County Department of Health Services approved a Permit Number C10-03-0013; and WHEREAS, on January 29, 2004,the Architectural Review Committee reviewed the architectural drawings, in accordance with its recommendations of November 6, 2003, and determined they were satisfactory; and WHEREAS, on March 4, 2004 the Southold Town Zoning Board of Appeals reversed the January 26, 2004 determination of the Building Inspector as described under Appeal Number 5492; and i WHEREAS, on March 9, 2004, the Town Board voted on Resolution Number 220, known as Local Law Number 7 of 2004, a Local Law in relation to No Parking on Hummel Avenue, Southold, New York and said law will prohibit parking on the south side of Hummel Avenue, thereby eliminating the need for curbing to be installed along the north property line of this site; and WHEREAS, on April 2, 2004, the Southold Town Building Inspector reviewed and certified the site plan; and WHEREAS, on April 8, 2004, the Southold Town Engineer reviewed and approved the proposed drainage and the Planning Board has accepted his recommendation for approval; and WHEREAS, the Southold Town Planning Board, pursuant to Chapter 58, Notice of Public Hearing, has received affidavits that the applicant has complied with the notification provisions; and WHEREAS, all the requirements of the Site Plan Regulations of the Town of Southold have been met; be it therefore RESOLVED that the Southold Town Planning Board grant final approval on the site plan prepared by East End Design Association and certified by Joseph Fischetti, Professional Engineer, dated August 7, 2003 and last revised March 6, 2004, and authorize the Chairperson to endorse the final site plans with the following condition and subject to a one year review from the date of issuance of the building permit: Sea Tow Corporate Headquarters Page Three —4/13/04 1) All outdoor lighting shall be shielded so that the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. The lighting must meet the Town Code Requirements. 2) All signs shall meet Southold Town Zoning Codes and be subject to approval from the Southold Town Building Inspection. 3) Under Southold Town Code Section 100-254 Part 4 b, the Planning Board grants final approval for less than the required number of spaces for that use; the Planning Board shall have the right to review the parking requirements again if a change in use is proposed. Enclosed please find two copies of the approved site plan, one for your records, and one to be submitted to the Building Department when you apply for your Building Permit. Please contact this office if you have any questions regarding the above. Very truly yours, Jerilyn B. Woodhouse Chairperson encl. cc: Tax Assessors Building Department Town Engineer/Town Highway Supt. MAILING ADDRESS: PLANNING BOARD MEMBERS fjF so�jy P.O. 13ox 1179 JERILYN B.WOODHOUSE ��`�' Ql0 Southold, NY 11971 Chair OFFICE LOCATION: KENNETH L. EDWARDS N Town Hall Annex MARTIN H.SIDOR 0 54375 State Route 25 GEORGE D. SOLOMON Q� (cor.Main Rd. &Youngs Ave.) JOSEPH L. TOWNSEND yCQU Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 January 9, 2007 PLANNING BOARD OFFICE TOWN OF SOUTHOLD Mr. Joseph Frohnhoefer Sea Tow Services International, Inc. 1560 Youngs Avenue Southold, NY 11971 Re: Site Plan inspection and satisfaction letter for Sea Tow Corporation 700 Hummel Avenue, Southold SCTM #: 1000-63-2-30.1 Zoning District LI District Dear Mr. Frohnhoefer, At your written request for a Certificate of Occupancy final site inspection, Planning Department staff performed a site visit on January 5, 2007. In reference to the above, the Planning Board held a work session on January 8, 2007 to discuss the approved site plan dated April 13, 2004, Planning Staff site inspection comments and request for satisfaction. This is to inform you that the site plan requirements have been satisfied conditionally and include the following items: • The Planning Board acknowledges the changes as noted on the as-built site plan dated August 7, 2003 and last revised site plan December 16, 2006 and approves the site plan as submitted. • The owner agrees to complete the wall and remove the chain link fence on the northwest side of the property within one year of the date of this letter. This letter does not condone any changes from the site plan and approvals from other agencies if required. Respectfully yours, ?Jen�113. Woodhouse Chairperson Cc: File, Building Department, Town Engineer • MAILING ADDRESS: PLANNING BOARD MEMBERS fjF soP.O. Box 1179 JERILYN B.WOODHOUSE ��V`� yQIO Southold, NY 11971 Chair OFFICE LOCATION: KENNETH L. EDWARDS Town Hall Annex MARTIN H.SIDOR ,0 54375 State Route 25 GEORGE D. SOLOMON 0 , (cor. Main Rd. &Youngs Ave.) JOSEPH L. TOWNSEND l�COUn 1, Southold, NY 11 Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 26, 2007 Mr. Joseph Frohnhoefer Sea Tow Services International, Inc. 1560 Youngs Avenue Southold, NY 11971 Re: Site Plan for Sea Tow Corporation 700 Hummel Avenue, Southold SCTM#1000-63-2-30.1 Zoning District: LI Dear Mr. Frohnhoefer: Enclosed please find an as-built site plan endorsed by the Chairperson of the Southold Town Planning Board issuing final approval for the action. Please contact this office if you have any questions regarding the above. Verytr�ours, � Bruno Semon Site Plan Reviewer encl. cc: Abigail Wickham, Esq. (w/o map) and letter to J. Frohnhoefer of 1/9/07 Town Engineer (w/map) Building Dept. (w/map) SITE PLAIN STATUS PDR" , SITE PLAN TYPE: AMEN,rrD_NEW-,< WITHDRAWN=INCOMPLETE_ �,/ NEI:: L—L-ZONE2:_ZONE3i_ PROJECT NAME: c H MLET s LOCATION: SCTM# 1000 - OWNER NAME „:`< LLQ – TEL# APPLICANT NAME: %,/j; TEL# (—) PROJECT(DESCRIPTION THIS SITE PLAN IS FOR ON i. ACRES PARCEL IN THE Ly ZONE LOCATED AT "' IN Y SCTM#1000 4. - - - (SEE ABOVE). DATE PRE-SUBMISSION WRITTEN REQUEST: / ! PRE-SUBMISSION CONFERENCE(WITHIN 30 DAYS OF WRITTEN REQUEST) INFORMAL REQUEST FOR REVISIONS: /— PRE-WORK SESSION: —� APPLICATION RECEIVED : —/ /— PAYMENT RECEIVED: ,, �'C '� AMOUNT RECEIVED:$ ! 9i , _: / ? FEE AMOUNT: $300.X I, 7'D A' =$ 1 L + $^05X„- 933 SF=$ /I 9r�_,�^<' _$ ✓rte_ �' NEW APPLICATION WORKSESSION THIN 10 DAYS OF RECEIPT) APPLICANT ADVISED OF NECESSARY REVISIONS (WITHIN 30 DAYS OF REVIEW) REVISED SUBMISSION RECEIVED: LEAD AG�NCH: TOS OTHER COORDINATED: t�UNGOORDINATED* p� (TYPE1:�TYPE2:_UNLISTED:_ — SEQRA DETERMINATION (',r: t��D' � �i'� RECEIVED/REVIEW: RECEIVED DATE REVIEWED DATE DRAINAGE PLAN: LANDSCAPE PLAN: LIGHTING PLAN: / / / REFERRED FOR APPROVALS: REFERRED DATE APPROVALADATE NOTES ZONING BOARD OF APPEALS:APPEAL##: .;�- _/ / / / � a � BOARD OF TRUSTEE'S: Nv BUILDING DEPARTMENT CERTIFICATION: l 69 TOWN ENGINEER APPROVAL: l / ."`" / ?,,>7 c�2��3 n c ARCHITECTURAL REVIEW COMMITTEE: X1210 'j�'' �Gl l �✓'.. /-'"'` "'�' DEROF TRANSPORTATION:DOT—,DPW_, TOSI/ —/ / ;'"'�%/ �s' SUFFOLK COUNTY DEPT OF HEALTH: 11-_1c'41_ / / 6j / / 46 SUFFOLK COUNTY DEPARTMENT OF PLANNING: / FIRE COMMISSIONERS: T WN ATTORNEY C&R'S - REFERRED DATE APPROVAL DATE NOTES' DRAFT COVENANTS AND RESTRICTIONS: FILED COVENANTS AND RESTRICTIONS: PLANNING BOARD APPROVALS PREPARED: CONDITIONAL FINAL:—/ !^ FINAL:_n±U3 /� " NOTES ENDORSEMENT OF SITE PLAN: FINAL SITE PLAN INSPECTION: DISTRIBUTE APPROVED SITE PLANS TO: BUILDING DEPT /_�2, 1�TOWN ENG T/17,/ GENERAL NOTES: /-1-r rG A ' E ° . NG BOARD MEMBE, ®t® L'® Town Hall, 53095 Main Road ;:. RENNETT ORLOWSKI,JR. �y P.O.Box 1179 Chairman Southold, New York 11971 WILLIAM J. CREMERS co Fax (516) 765-3136 KENNETH L.EDWARDS GEORGE RRITCHIE ,JR. ®� a .Telephone(516) 765-1938 RICHARD WARD ®� Date Received Date Completed PLANNING BO OFFICE Filing Fee TOWN OF SOUI'HOLD APPLICATION FOR CONSIDERATION OF A SITE PLAN New Change of Use Reuse ^Extension Revision of Approved Site Plan Name of Business or Site: Location: E��''+00 u� ,n *d Aare, Address: Jqo , IVY 1 N-71 Name of Applicant: I"0g— J 8F6 !_Lc Oo A a Ccsg C�C�n Address of Applicant: -PC>X F.q_Z AA+ih2Ck MY 1 K5- 2--Telephone: Owner of Land: Agent or Person responsible for application: ABIGAIL A, W ('-f/Jjalr Address: Telephone: Site plans prepared by: �210EI A g License No. 3T7LJ Address: !� Telephone: �'�� 00'V Lan P_ t_f f 0'e-5 110, Vrfq�'s f 4 Page 7 . . Planning Board Site Plan Application APPUC ®AVFr STATE OF NEW YORK COUNTY OF SUFFOLK N-5(Cr-A i L A• W IC kHA being duly sworn, deposes and says that he resides at In the State of New York, and that he is the owner of the above property, or that he is the Li of the rn164 Liuba� eOM4 11:4�4thi0 77 1W �- C LLC. (Title) (Specify whetherer Papvr Corp.) which is hereby making application; that there are no existing structures or improvements on the land which are not shown on the Site Plan; that the title to the entire parcel, Including all rights-of-way, has been clearly established and is shown on said Plan; that no part of the Plan infringes upon any duly filed plan which has not been abandoned both as to lots and as to roads; that he has examined all rules and regulations adopted by the Planning Board for the filing of Site Plans and will comply with same; that the plans submitted, as approved, will not be altered or changed in any manner without the approval of the Planning Board; and that the actual physical improvements will be installed in strict accordance with the plans submitted. Signed Z(O Signedc (Parte or Corporate Officer and Title) Sv:orn to me this {Notary IG DONNA MCGAHAIV MW Pubft,State of New Y No. 01 MC4851459 -Qualified In Suffolk County COMMIssd®ro Expires Aug. B$a 2M ceutna!d Tows Page Planning Board Site Plan Application PUCAFFIDAVIT STATE OF NEW YORK COUNTY OF SUFFOLK N-5(Cx-A-AL A- W ICLHA being duly sworn, deposes and says that he resides at :P-C ACX. ) q f l y MA'n -RA ' }`Y'tac ffi- ackj NY, in the State of New York, and that he is the owner of the above property, or that he is the of the Corn e6A L.,a,�a � e cs t.LLC_ (specify whether Partnershl r Corp.) which is hereby making application; that there are no existing structures or improvements on the land which are not shown on the Site Plan; that the title to the entire parcel, including all rights-of-way, has been clearly established and is shown on said Pian; that no part of the Plan infringes upon any duly filed plan which has not been abandoned both as to lots and as to roads; that he has examined all rules and regulations adopted by the Planning Board for the filing of Site Plans and will comply with same; that the plans submitted, as approved, will not be altered or changed in any manner without the approval of the Planning Board; and that the actual physical improvements will be Installed in strict accordance with the plans submitted. Signed l0 n �) Signed /lam (Partn or Corporate officer AdTltie) Sworn to me this day of 19 (Notary Public) a Page 3 Planning Board Site Plan Application 77 0 7 Total Land Area of Site (acres or square feet) f-M Zoning District Existing Use of Site Proposed Uses on Site. Show all uses proposed and existing. Indicate which building will have which use. If more than one use is proposed per building, indicate square pp footage of floor area that will be reserved per use: 'wastes„ Z, k8c�aVt Edi 4--- rA�ev& I 54v ,e.. '& OYe>� 1d�v si sco - G-c�r tsFt _ d �S'35 . 9i3�?13�Grs Floor Area of Existing Struct e(s) (°sem q�sG- ��� Gross Floor Area of Proposed Structure(sY(ygdCQ=-#[ li ® -a�A M = 2 '�=��da Zddd"1 , z .�Z Percent of Lot Coverage by Building(s) ) .tc3it U<g,33 Percent of Lot for Parking (where applicable) Z&%3 Percent of Lot for Landscaping (where applicable) Has applicant been granted a variance and/or special exception by Board of Appeals- Case # & date Board of Trustees - Case # & date NY State Department of Environmental Conservation - Case # & date Suffolk County Department Health Services - Case # & date Case Number Name of Applicant Date of Decision Expiration Date tither fro will any toxic or hazardous materials, as defined by the Suffolk County Board of Health, be stored or handled at the site? If so, have proper permits been obtained? Name of issuing agency Number and date of permit issued. NO ACTION(EXCAVATION OR CONSTRUCTION) MAY BE UNDERTAKEN UNTIL APPRO UAL OF SITE PLAN BY PLANNING BOARD. VIOLATORS ARE SUBJECT TO PROSECUTION. 4 Site Plan Applications Public Hearings Under the current site plan application procedure, the process for reviewing a site plan application is: a public hearing is not scheduled and held by the Planning Board until after, among other things, the site plan has received a stamped Health Department approval The applicant shall now have the following options: I . To follow the established procedure, or 2. To have the Planning Board schedule and hold a public hearing on the site plan application and have the Planning Board vote on the proposed conditional site plan prior to the applicant receiving Health Department approval subject to the following conditions: A. The applicant hereby agrees and understands that if the site plan which receives stamped-Health Department approval differs in any way from the proposed conditional site plan on which the Planning Board held a public hearing and voted on, then the Planning Board has the right and option, if the change is material to any of the issues properly before the Planning Board, to hold a public hearing on this "revised" site plan application and review its conditional approval. B. The applicant agrees not to object to a new public hearing and Planning Board review of the revised application. Applicant Agreement on Site Pians. The applicant is aware of the terms of this approval and certifies to these terms by his/her signature below. Re: i-tz 00 - SCT #k: 1000- Appli nt JLC ®amt 617,2® Appendix 6I State Environmental Quality Review FULL ENVIRONMENTAL ASSESSMENT FORM Purpose: The full EAF is designed to help applicants and agencies determine, in an orderly manner, whether a project or action:may be significant. The question of whether an action may be significant is not always easy to answer. Frequently,there are aspects of a project that are subjective or unmeasurable. It is also understood that those who determine significance may have little or no formal knowledge of the environment or may not be technically expert in environmental analysis. In addition, many who have knowledge in one particular area may not be aware of the broader concerns affecting the question of significance. .The full EAF is intended to provide amethod whereby applicants and agencies can be assured that the determination process has been orderly, comprehensive in nature, yet flexible enough to allow introduction of information to fit a project or action: Full EAFComponents: The Tull EAF is comprised of three parts: Part 1: Provides objective data and information about a given project and its site: By identifying basic project data,it assists a reviewer in the analysis that takes place in Pans 2 and 3. Park 2: Focuses on identifying the range of possible impacts that may occur from a projector action. It provides guidance as to whether an impact is likely to be considered small to moderate or whether it is a potentially-large impact. The form also identifies whether an impact can be mitigated or reduced. Part 3: If any impact in Part 2 is identified as potentially-large, then Part 3 is used to evaluate whether or not the impact is actually important. THIS AREA FOR LEAD AGENCY USE ONLY DETERMINATION OF SIGNIFICANCE -- Type 1 and Unlisted Actions Identify the Portions of EAF completed for this project: El Part 1 1 7V Part 2 ®Part 3 Upon review of the information recorded on this EAF(Parts1 and 2 and 3 if appropriate),and any other supporting information,and considering both the magnitude and importance of each impact, it is reasonably determined by the lead agency that: A. : The project will not result in any large and important impact(s) and, therefore, is One which will not havea ' :significant impact on the environment, therefore a negative declaration will be prepared. EIB. Although the project could have asignificant effect on the environment, there will not be a significant effect for this Unlisted Action because the mitigation measures described in PART 3 have been required, therefore a CONDITIONED negative declaration will be prepared.* EIC. The project may result in one or more large and important impacts that may have a significant impact on the environment, therefore a positive declaration will be prepared. *A Conditioned Negative Declaration is only valid for Unlisted Actions Sea Tow Corporate Headquarters Name of Action Southold Town Planning Board Name of Lead Agency Bennet Orlowski Planning Board Chairman Print or T pe Name of Respo Offic in Lead Age Title of Responsible Officer Signature of Resp6F)siM<0ffk5er inLead Agenc 3ignatafe of Preftafer fif diffe nt'from responseble officer) 12/8/03 website Date Page 1 of 21 PART 1 PROJECT INFORM `ION Prepared by Project Sponsor NOTICE: This document is designed to assist in determining whether the action proposed may have a significant effect on the environment. Please complete the entire form, Parts A through E. Answers to these questions will be considered as part of the application for approval and may be subject to further verification and public review. Provide any additional information you believe will be needed to complete Parts 2 and 3. It is expected that completion of the full EAF will be dependent on information currently available and will not involve new studies, research or investigation. If information requiring such additional work is unavailable,so indicate and specify each instance. NAME OF ACTION ` LOCATION OF ACTION(Include Street Address, Mu Icipallly and County) - NAME OF APPLICAAN,TISPONSgOR j �p } USIINESS TELEPHONE -T C9 WC �- Ld�..- .,. �' ' t Q. d—i >. 1 C..dCr✓d (S��J ) Y 3 O ! ADDRESS —P615 CITytpo - STATE ZIP CODE NAME OF owNER of differeng BUSINESS TELEPHONE �V6� c i �� .3 6 ADDRESS - Ca �� vim, > — CITY" - . STATEZIP CODE - �or3�I�? DESCRIPTION OF ACTION - .. F bit ,t4, IBS rm Please Complete Each Question-Indicate .A. if not applicable A. Site Description Physical setting of overall project, both developed and undeveloped areas. 'I. Present land use: OOrban industrial ®Commercial ®Residential(suburban) ®Rural(aeon-fares OForest []Agriculture [Other 2. Total acreage of project area: j a acres. APPROXIMATE ACREAGE PRESENTLY AFTER COMPLETION Meadow or 6rushland (Non-agricultural) C3 acres acres . Forested acres acres Agricultural (Includes orchards, cropland, pasture, etc. C9 acres acres Wetland (Freshwater or tidal as per Articles 24, 25 of ECL) A� acres acres Water Surface Area C__. acres acres tJnvegetated (Rock, earth or fill) lo J acres O acres Roads, buildings and other paved surfaces �®Z_ acres 1A acres Other (Indicate type) acres IfEej �Q `Ps 3. What is predominant soil type(s) on project site? a. Soil drainage: ®'Well drained 100 % of site ❑Moderately well drained % of site ❑Poorly drained % of site b. If any agricultural land is involved, how many acres of soil are classified within soil group'1 through 4 Of the N Land Classification System? acres. (See 9 NYCRR--�3770). 4. Are there bedrock outcroppings on project site? Oyes 9�/0 a. What is depth to bedrock? (in feet) 2 : 5. Approximate percentage of proposed project site with slopes: V1010°/a % Eli 0-15% a/o a ❑15% or greater % r 6. Is project substantially contiguous to, or contain a building, site, or district, listed on the State or the National Registers of Historic Places? ❑Yes KNo - 7. Is project substantially contiguous to a site listed on the Register of National Natural Landmarks? Dyes KNo 8. What is the depth of the water table? y't. (in feet) _� - 9. Is site located over a primary, principal, or sole source aquifer? LMYes QNo 10. Do hunting, fishing or shell fishing opportunities presently exist in the project. area? Dyes (A 11. Does project rSite:contain any species of plant or animal life that is identified as threatened or.. endangered? Dyes 1qN0 According to . Identify ea;h species 12. Are there any unique or unusual land forms on the project site? (i.e., cliffs, dunes, other geological formations) Dyes ENo Describe 13. Is the project site presently used by the community or neighborhood as an open space or recreation area? ,❑Yes 10No If yes, explain 14. Does the present site include scenic views known to be important-to the community? Dyes EINo 15. Streams within or contiguous to project area: a. NameofStream and name of River to which it is tributary 16. Lakes, ponds, wetland areas within or contiguous to project area: a. Name b. Size (in acres) 17. is the site served by existing public utilities? KYes ❑No a) If Yes, does sufficient capacity exist to allow connection? [Eyes ❑No b) If Yes, will 'improvements be necessary to allow connection? fAYes ❑No 18. is the site located in an agricultural district certified pursuant to Agricultureand Markets Law, Article 25-AA, Section 303 and 304? ®Yes WNo 19. Is the site located in or substantially contiguous to a Critical Environmental Area designated pursuant to Article 8 of the ECL, and 6 NYCRR 617? Dyes JlNo ' 20. Has the site ever been used for the disposal of solid or hazardous waster? ®Yes qNo B. Project Descriptiol? 1. Physical dimensions and scale of project(fill in dimensions as appropriate) a.ITotal contiguous acreage owned or controlled by project sponsor �> acres, (&j--Z`ZS) b.' Project acreage to be developed: j®' acres Initially; acres ultimately. c. Project acreage to remain undeveloped ® acres. d. Length of project, in miles: Al IA,.-.. (if appropriate) er .e. if the project is an expansion, indicate percent of expansion proposed %; f. Number of off-street parking spaces existing '6�e-P2zcn ;. proposed g. Maximum vehicular trips generated per hour TED (upon*completion of project)? h. If residential: Number and type of housing units: One Family Two Family Multiple Family Condominium Initially Ultimately i. Dimensions (in feet) of largest proposed structure _height; width; length j. Linear feet of frontage along a public thoroughfare project will occupy is? �6 ft. (mote- - � so aOl -4' ��r 'f' 70' V.8t-teaR CAneBP1V_Cf-§ zoc jo Vwdl ��Sb 2. How much natural material ,Ce , rock, earth, etc.) will be removed fror" 'e lite? ' /cubic yards 3. Will disturbed areas be reclaimed? MI es ❑No ❑N/A a. If yes, for what intended purpose is the site being reclaimed? S1 V�C[L 1� D4"23��t fwj b. Will topsoil be stockpiled for reclamation? MYespk ❑No �"c?i5caPe,3 byr�Ql� /�t�kr'v c. Will upper subsoil be stockpiled for reclamation? Dyes 6ONo 4. How many acres of vegetation (trees, shrubs, ground covers) will be removed-from site? ® acres. 5. Will any mature �ff rest (over 100 years old) or other locally-important vegetation be removed by this project? Dyes Vc 6. If single phase project: Anticipated period of construction j — months, (including demolition). 7. If multi-phased: a. Total number of phases anticipated (number). b. Anticipated date of.commencement phase 1 month year, (including demolition). c. Approximate completion date of final phase month year. d. Is phase 1 functionally dependent on subsequent phases? Dyes ONo 8. WIII blasting occur during construction? Dyes �7Jo 9. Numberof jobs generated: during construction 1AX after project is complete 10, Number-of jobs eliminated by this project 11, Wlll,project require relocation of any projects or facilities? R es ❑No If yes, explain 11 Is surface liquid waste disposal involved? Dyes QNo w.-• a. If yes, Indicate type of waste (sewage, industrial, etc.) and amount- b. mountb. Name of water body into which effluent will be discharged p 13. Is subsurface liquid waste disposal Involved? yes o Type 5P+iv keSSP2 1 -rew sciva, 14. Will surface area of an existing water body increase or decrease by proposal? Dyes QNo Explain . 15, is project or any portion of project located in a 100 year flood plain? Dyes TQNo 16, WIII the project generate solid waste? Oyes ONo a. If yes, what is the amount per month tons b. If yes, will an existing solid waste facility be used? ®Yes ONo ppgg c. If yes, give name &oa oda LdLnA location CiACb ma;,0_ d. Will.-?any wastes not go into a sewage disposal system or into a sanitary landfill? Oyes ®No e. If Ws, :explain 17. Will the project involve the disposal of solid waste? Oyes RNo a. If yes, what is the anticipated rate of disposal? tom/month. b. If yes, what is the anticipated site life? years. 18. Will project use herbicides or pesticides? Dyes RNo 19. Will project routinely produce odors (more than one hour per day)? Oyes VNo 20. Will project produce operating noise exceeding the local ambient noise levels? ❑Yes I4o 21. Will project result in an increase in energy use? f(Yes ONo If yes , indicate type(s) 22. if water supply is from wells, indicate pumping capacity gallons/minute. 23. Total anticipated water usage per day gallons/day. 24. Does project involve Local, State or Federal funding? Dyes ®No If Yes, explain 4 25. Approvals Required. Submittal c Type Date City, Town, Village Board Oyes ONO City, Town, Village Planning Board WYes ONo qui-It, City, Town Zoning Board ®Yes ONo 1 t�Gf®flW Lt✓4tc7-�'�6. @�1f9GiY9a;�'y City, County Health Department KIYes ❑No Other Local Agencies Dyes ONO Other Regional Agencies OYes -9No State Agencies ❑Yes 93NO Federal Agencies OYe5 I1XN0 C. Zoning and Planning Information 1 . Does proposed action involve a planning or zoning decision? (A Yes ❑No If Yes, indicate decision required: Qzoning amendment ®zoning variance . ®special.use permit ,Osubdivislon Wsite plan ❑new/revision of master plan ❑resource management plan ❑other 2. What is the zoning classification(s)of the site? Z^ 3: What is the maximum potential development of the site if developed as permitted by the present zoning? 4_-rW at Is. fie proposed zoning.,of the site? /'\,6 C ba nl JC S. What:ls the maximum potential development of the site if developed"as permitted by the proposed zoning? 6. Is the proposed action consistent with the recommended uses in adopted local land use plans? Kyes ❑No 7. What are the predominant land use(s) and zoning classifications within a '/4 mile radius of proposed action? S. Is the proposed action compatible with adjoin ing/surrounding land uses within a 1/4 mile? fidYes ®No 9. If the proposed action is the subdivision of land; how many lots are proposed? a. What is the minimum lot size proposed? 10. Will proposed action require any authorization(s) for the formation of sewer or water districts? 0Yes ANO 11. Will-the proposed -action create a.deman&for anycommunity provided services (recreation, education, police, fire protection)? MYes ❑No a. If yes, is existing capacity sufficient to handle projected demand? RYes ❑No 12. Will the proposed action result in the generation of.traffic significantly above present levels? ❑Yes QRNo a. If yes, is the existing.road network adequate to handle the additional traffic? Oyes ONO D. Informational Details �� /Vra,-- d �✓ //�7rg l Attach any additional information as may be needed to clarify your project. If there are or maybe any dve e impacts associated with your proposal, please discuss such impacts and the measures which you propose to mitigate or avoid them. E. Verification certify that the information provided above is true to the best of my knowledge. Applicant/Sponsor Name I 1A / w Date F-/Z-0 Signature 6i Title If the action is In the CoasArea, and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment. 5 PART 2 -PROJECT IMPACTS AND THEIR MAGNITUDE Responsibility of Lead Agency General Information(Read Carefully) ? In completing the form the reviewer should be guided by the question: Have my responses and determinations been reasonable? The reviewer is not expected to be an expert environmental analyst. v The Examples provided are to assist the reviewer by showing types of impacts and wherever possible the threshold of magnitude that would trigger a response in column 2. The examples are generally applicable throughout the State and for most situations. But,for any specific project or site other examples and/or lower thresholds may be appropriate for a Potential Large Impact response,thus requiring evaluation in Part 3. The impacts of each project,on each site,in each locality,will vary. Therefore,the examples are illustrative and have been 'offered as guidance. They do not constitute an exhaustive list of impacts and thresholds to answer each question. I The number of examples per question does not indicate the importance of each question. In identifying impacts,consider long term,short term and cumulative effects. Instructions (Read carefully) 2. Answer each of the 20 questions in PART 2. Answer Yes if there will be any impact. b. Maybe answers should be considered as Yes answers. C. ,.If answering Yes to a question then check the appropriate box(column 1 or 2)to indicate the potential size of the impact. If impact threshold equals or exceeds any example provided,check column 2. If impact will occur but threshold is lower than example,check column 1. d. Identifying that an Impact will be potentially large(column 2)does not mean that it is also necessarily significant. Any large impact must be evaluated in PART 3 to determine significance. Identifying an impact in column 2 simply asks that it be looked at further, e. If reviewer has doubt about size of the impact then consider the impact as potentially large and proceed to PART 3. f If a potentially large impact checked in column 2 can be mitigated by change(s)in the project to a small to moderate impact,also check the Yes box in column 3. A No response indicates that such a reduction is not possible. This must be explained in Part 3. 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change Impact on Land 1. Will the Proposed Action result in physical change to the project site? N0 rml YES' Examples that would apply to column 2 Any construction on slopes of 15%or greater, (15 foot ® ® E] Yes No .rise per 100 foot of length),or where the general slopes in the project area exceed 10%. • Construction on land where the depth to the water table F ® Yes [ENo is less than 3 feet. • Construction of paved parking area for 1,000 or more Yes No vehicles. Construction on land where bedrock is exposed or ri r7 Yes No generallywithin 3 feet of existing ground surface. Construction thatwillcontinue for more than 1year or El 11 Yes IE No involve more than one phase or stage. Excavation for mining purposes that would remove ® ®i Yes No more than 1,000 tons of natural material(i.e.,rock or soil)per year. Page 11 of 21 1 2 . 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change Construction or expansion of a santary landfill, rl Yes No • Construction in a designated floodway. 17 ®Yes MINo • Other impacts: []Yes No n/a 2. Will there bean effect to any unique or unusual land forms found on the site?(i.e.,cliffs,dunes,geological formations,etc.)El - NO 11 YES Specific land forms: 0 El ElYes EjNo Impact on Water 3. Will Proposed Action affect any water body designated as protected? (Under Articles 15,24,25 of the Environmental Conservation Law, ECL) ®1 NO DYES Examples that would apply to column 2 � Developable area of site contains a protected water body. ® ® D Yes L.]No Dredging more than 100 cubic yards of material from channel of M Yes No a protected stream. Extension of utility distribution facilities through a protected water ® ®Yes fl No body. Construction in a designated freshwater or tidal wetland. F7 M Yes IE No _ Other impacts: I Yes : No 4. Will Proposed Action affect any non-protected existing or new body of water? _E]NO " DYES Examples that would apply to column 2 • A 10%increase or decrease in the surface area of any body of ® ®' M Yes No water or more than a 10 acre increase or decrease. • Construction of a body of water that exceeds 10 acres of surface F7Yes M No area. Other impacts: ® ® Yes E]No Page 12 of 21 2 3 Small to .Potential Can impact Be Moderate Large Mitigated by .Impact Impact Project Change 5. Will Proposed Action affect surface or groundwater quality or quantity? NO ElYES Examples that would apply to column 2 Proposed Action will require a discharge permit. rJ Yes E]No • Proposed Action requires use of a source of water that does notEl M 0 Yes €E No have approval to serve proposed(project)action. Proposed Action requires water supply from wells with greater Yes No - than 45 gallons per minute pumping capacity.. • Construction or operation causing any contamination of a water E] EJ Yes No supply system. • Proposed Action will adversely affect groundwater. El Yes No • Liquid effluent will be conveyed off the site to facilities which M1:1 Yes 'M No presently do not exist or have inadequate capacity. Proposed Action would use water in excess of 20,000 gallonsEl E Yes El No per day. Proposed Action will likely cause siltation or other discharge into D Yes F No an existing body of water to the extent that there will be an :obvious visual contrast to natural conditions. • Proposed Action will require the storage of petroleum or F r7 r7 Yes Mm No <chemical products greater than 1,100gallons. • Proposed Action will allow residential uses in areas without ® D ElYes El No water and/or sewer services. • Proposed Action locates commercial and/or industrial uses ® El Yes No - which may require new or expansion of existing waste treatment and/or storage facilities. Other impacts: EJ 11 E]Yes fE No n/a Page 13 of 21 1. 2. 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change 6. Will Proposed Action alter drainage flow or patterns,or surface water runoff? NO ®YES Examples that would apply to column 2 Proposed Action would change flood water flowsEl Yes E]No ^ Proposed Action may cause substantial erosion. El [3Yes MNo Proposed Action is incompatible with existing drainage patterns. El 0 Yes ®' No Proposed Action will allow development in a designated M F1 D Yes No floodway. Other impacts: - []Yes No - 11 n/I a 111111111- IMPACT ON AIR 7. Will Proposed Action affect air quality? _ LINO rJYES Examples that would apply to column 2 Proposed Action will induce 1,000 or more vehicle trips in any Yes MNo • given hour. • Proposed Action will result in the incineration of more than 1 ton Yes ENo of refuse per hour. Emission rate of total contaminants will exceed 5lbs.per hour DYes MNo or a heat source producing more than 10 million BTU's per _hour. Proposed Action will allow an increase in the amount of land ® Dyes E]No committed to industrial use. • Proposed Action will allow an increase in the density of ® Yes MNo industrial development within existing industrial areas. Other impacts: 0 DYes FNo - - _. IMPACT ON PLANTS AND ANIMALS 8. Will Proposed Action affect any threatened or endangered species? [7.� NO DYES Examples that would apply to column 2 gg��q • Reduction of one or more species listed on the York or ED Yes MNo Federal list,using the site,over or near the site,or found on the site. Page 14 of 21 1 2 : 3 Small to Potential ' Can Impact Be Moderate Large - Mitigated by Impact Impact Project Change • Removal of any portion of a critical or significant wildlife habitat. ® 1:1 M Yes No • Application of pesticide or herbicide more than twice ayear, M E Dyes ONo other than for agricultural purposes. Other impacts: ® L,,,a []Yes No 9. Will Proposed Action substantially affect non-threatened or non- endangered species? _EI NO 11YES Examples that would apply to column 2 Proposed Action would substantially interfere with any resident ® F Yes [DNo or migratory fish,shellfish or wildlife species. • Proposed Action requires the removal of more than 10 acres of ® El ®Yes [E]No mature(crest(over 100 years of age)or other locally important vegetation. • Other impacts: El D Yes E]No n/a IMPACT ON AGRICULTURAL LAND RESOURCES 10. Will Proposed Action affect agricultural land resources? ® NO DYES Examples that would apply to column 2 • The Proposed Action would sever,cross or limit access to 0 ED E]Yes No agricultural land(includes cropland,hayfields;pasture,vineyard, orchard,etc.) 'Construction activity would excavate or compact the soil profile of 0 0 0 Yes MO No agricultural land. The Proposed Action would irreversibly convertmore than 10 0 Yes No acres of agricultural land or,if located in an Agricultural District, - more than 2.5 acres of agricultural land. Page 15 of 21 1 2 . 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change • The Proposed Action would disrupt or prevent installation of D Yes No .agricultural land management systems(e.g.,subsurface drain lines,outlet ditches,strip cropping);or create a need for such measures(e.g.cause a farm field to drain poorly due to increased runoff). • Other impacts: El D Yes F1 No IMPACT ON AESTHETIC RESOURCES 11. Will Proposed Action affect aesthetic resources?(If necessary,use the Visual EAF Addendum in Section 617.20,Appendix B.) _ E]NO DYES Examples that would apply to column 2 • Proposed land uses,or project components obviously different 0 nYes E]No from or in sharp contrast to current surrounding land use patterns,whether man-made or natural. • Proposed land uses,or project components visible to users of 0 D Yes ENo aesthetic resources which will eliminate or significantly reduce their enjoyment of the aesthetic qualities of that resource. • Project components that will result in the elimination or Yes Mm No significant screening of scenic views known to be important to the area • Other impacts: ® Li DYes E]No n/a IMPACT ON HISTORIC AND ARCHAEOLOGICAL RESOURCES 12. Will Proposed Action Impact any site or structure of historic, .prehistoric or paleontological importance? El NO DYES Examples that would apply to column 2 Proposed Action occurring wholly or partially within or ® Yes No substantially contiguous to any facility or site listed on the State : - or National Register of historic places. Any impact to an archaeological site or fossil bed located within Yes F No the project site. Proposed Action will occur in an area designated as sensitive [ [1 Yes El No for archaeological sites on the NYS Site Inventory. Page 16 of 21 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change Other impacts E []Yes ' No Inla IMPACT ON OPEN SPACE AND RECREATION 13. Will proposed Action affect the quantity or quality of existing or future ... .open spaces or recreational opportunities? NO YES Examples that would apply to column 2 The permanent foreclosure of a future recreational opportunity. 0 EJ Yes [ENo • A major reduction of an open space important to the community. El Yes E]No Other impacts: Yes IFINo IMPACT ON CRITICAL ENVIRONMENTAL AREAS 14. Will Proposed Action impact the exceptional or unique characteristics of a critical environmental area(CEA)established pursuant to subdivision 6NYCRR 617.14(g)? NO YES List the environmental characteristics that caused the designation of the CEA. n1a I Examples that would apply to column 2 Proposed Action to locate within the CEA? ® : 1:1 Yes 1ENo Proposed Action will result in a reduction in the quantity of the Yes E]No resource? Proposed Action will result in a reduction inthe quality of the ®i Yes No resource? Proposed Action will impact the use,function or enjoyment of the Yes No resource? Other impacts: 1:1 Yes gFNo n/a Page 17 of 21 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change ' IMPACT ON TRANSPORTATION 15. Will there be an effect to existing transportation systems? NO 0 YES Examples that would apply to column 2 g��^]^II �t • Alteration of present patterns of movement of people and/or r ®'Yes FI No goods. Proposed Action will result in major traffic problems. &.�I Yes No Other impacts: ® []Yes SNo F,11,a IMPACT ON ENERGY 16. Will Proposed Action affect the community's sources of fuel or energy supply? NO ®YES Examples that would apply to column 2 Proposed Action will cause a greater than 5%increase in the ® El ®Yes BNo • use of any form of energy in the municipality: `..Proposed Action will require the creation or extension of an RYes E]No energy transmission or supply system to serve more than 50 single or two family residences or to serve a major commercial or industrial use. • ` Other impacts: ® []Yes FINo n/a NOISE AND ODOR IMPACT 17. Will there be objectionable odors,noise,or vibration as a result of the Proposed Action? ' . MNO ®YES . Examples that would apply to column 2 .Blasting within 1,500 feet of a hospital,school or other sensitive ® Yes M No facility. • Odors will occur routinely(more than one hour per day). DYes No • Proposed Action will produce operating noise exceeding the 0 DYes r-1 No local ambient noise levels for noise outside of structures. Proposed Action will remove natural barriers that would act as a ® El F1 Yes ®I No noise screen. • Other impacts: ® D DYes SNo I.nl,a Page 18 of 21 1. 2 . 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact "Impact Project Change IMPACT ON PUBLIC HEALTH 18. Will Proposed Action affect public health and safety? - EJNO YES - Proposed Action may cause a risk of explosion or release of []Yes rE7No hazardous substances(i.e.oil, pesticides,chemicals,radiation, etc.)in the event of accident or upset conditions,or there may be a chronic low level discharge or emission. • Proposed Action may result in the burial of"hazardous wastes" Fill Yes E]No in any form(i.e.toxic,poisonous,highly reactive,radioactive, irritating,infectious,etc.) Storage facilities for one million or more gallons of liquefied ® M, ®Yes ® No natural gas or other flammable liquids. 'Proposed Action may result in the excavation or other ® El []Yes No disturbance within 2,000 feet of a site used for the disposal of solid or hazardous waste. . . Other impacts: ® F1 []Yes [ENo IMPACT ON GROWTH AND CHARACTER OF COMMUNITY OR NEIGHBORHOOD 19. Will Proposed Action affect the character of the existing community? [ENO ElYES Examples that would apply to column 2 r� The permanent population of the city,town or village in which the ® LLLl []Yes FEINo 'project is located is likely to grow by more than 5%. = - The municipal budget for capital expenditures or operating Yes FNo services will increase by more than 5%per year as a result of this project. Proposed Action will conflict with officially adopted plans or El 11 ElYes No goals.. Proposed Action will cause a change in the density of land use. ® OYes EJNo • Proposed Action will replace or eliminate existing facilities, ® DYes No structures or areas of historic importance to the community. Development will create a demand for additional community ri []Yes No services(e.g.schools,police and fire,etc.) Page 19 of 21 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change • Proposed Action will set an important precedent for future Yes [E]No projects. Proposed Action will create or eliminate employment. El El Yes r7m No • Other impacts: ®' El D Yes - No n/a _ 20. Is there,or is there likely to be,public controversy related to potential adverse environment impacts? E]NO M YES If Any Action in Part 2 Is Identified as a Potential Large Impact or If you Cannot Determine the Magnitude of Impact, Proceed to Part 3 Page 20 of 21 Part 3 EVALUATION OF THE IMPORTANCE OF IMPACTS Responsibility of Lead Agency Part 3 must be prepared if one or more impact(s)is considered to be potentially large,even if the impact(s)may be mitigated. Instructions(If you need more space,attach additional sheets) Discuss the following for each impact identified in Column 2 of Part 2[. 1. Briefly describe the impact. 2. Describe(if applicable)how the impact could be mitigated or reduced to a small to moderate impact by project change(s). 3. Based on the information available,decide if it is reasonable to conclude that this impact is important. To answer the question of importance,consider: The probability of the I The duration of the impact ! its irreversibility,including permanently lost resources of value 1 Whether the impact can or will be controlled - The regional consequence of the impact ! Its potential divergence from local needs and goals Whether known objections to the project relate to this impact. None i Page 21 of 21 e � D. INFORMATIONAL DETAILS AND WATER SUPPLY NARRA'PIvE REQUEST Attach any additional information as may be needed to clarify your project. If there are or may be any adverse impacts associated with your proposal, please discuss such impacts and the measures which you propose to mitigate or avoid Them. 1. Provide explanation of existing site use, occupancy, structures,sanitary flow, water use; compare to proposed use, occupancy, structures, sanitary flow,water use. 2. Indicate the source of water supply,nearest public water main, nearest public well field, and adjacent private wells(if known). 3. If public water supply is proposed, indicate the ability of the water utility to provide water supply to the project. Provide letter of water availability or detailed explanation of status of review by water utility. 4. If private water supply is proposed, indicate the well specifications, water quality based on on-site water quality data. Provide Suffolk County Department of Health Services approval or detailed explanation of status of review by agency. 5. Indicate proposed water conservation measures that will mitigate for unavoidable adverse impacts (If any). Conservation measures should include,but not be limited to: a. The use of drought tolerant plants for landscaping b. The preservation of existing native vegetative buffers. , c. The conservation of existing open space areas. d. The implementation of"natural" stormwater management practices (grass swales, filter ( stripscreated wetlands, etc... , ). E. VERIFICATION ' �J I certify that the information provided above is true to the best of my knowledge. Applicant/SponsorName 7E�u AEzf7— �C° Date Signature - Rr _Title If the action is i the Coastal Area, and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment. 6 Town Of Southold P.O Box 1179 Southold, NY 11971 RECEIPT * * * Date: 07/24/03 Receipt#: 907 Transaction(s): Subtotal 1 Application Fees $1,796.65 Check#: 907 Total Paid: $1,796.65 vv4vu t�i. �Lp ,�Snsd A € 9 1 Y Name: Sea, Tow Services International P0Box 1178 1560 Youngs Ave Southold, NY 11971 Clerk€®: LINDAC Internal ID 79939 3 PPR-05-2004 .14:49 FROM:WICrHRM & BRESSLER 63i 298 8565 TO:631 765 3136 P.002%003 LAW OFFICILs WICKHAM,BRE$SLER,c ORPr7N&GEASA,P.C. 13015 MAIN ROAD, P.C. BOX 1424 W11,MAM W1CK3IAM(06-02) ERIC I.BR MU"M, NEW YORK P1952 275 BROAD HOLLOW ROAD A3310ATL A.WICKHAM MAIM I F I LYNNE M.CYO RDC7N MUVILLE, NL•W YORK 31747 JANF,17 05ASA 631.298.6353 --- TELEFAX NO.631-295-5565 6331.249-9480 wwblaw@aol.com TFLEVFA,X NO,631.244-4484 April 5,2004 Southold Town.Flamiing Board Post Office Box l 179 53095 Mair^Road a6outhold,'New Yor?ic 11971 Ile.- Sea Tow Corporate HQ 1000-63-2-30.1 Ladies/Gentlemen: Please accept this letter as an addendum t6 the Site Plan Map with respect to the perimeter fence,landscaping and entrances/ All fencing and gates will conform to Code height requirements. J I. 7be existing fence along Boisseau,Avenue will be replaced with green chain link feltce.with a gate at the entralrce. 2. The existing green chain lick :fence along I•Iumnmel.Averoc,running from the east comer to the east side of the concrete block building to be removed,will be maintained because it has grown into the trees which,we to remain. Ilse barbed wire top will be removed if requested by the Planning Board, The landscaping will include time larger of Ib.c ex.iBting decide aw trees and a.d,ditioneJ street side evergreen plantings to provide an effective screening of the property. Tbis will consist either of double the .number of arborvitae showm,011 timet portion of the sitrplan,or other similar mixed evergreen plant material to provide compamhic screening effect, 3. The ferce along Hwnmei Avenue running,from the point w=here the concrete block building is removed westerly to the east corner ofthe"Bohn"patcal (Biji,lding G) yell be attractive nese brick fencing to better shield the loading dock/storage and warehouse area from the read. It will be enhanced with street-side evergreen pleatings of arborvitae as shown on that portion of the.site Plan or other(lower light mlerarmt) scroenitzg evergreen, plant material to provide co nparable screen..:ng elle t A. i -ototype of that fcneing material is attached. A gate will be provided for the driveway entrance on Hummel Avenue. APR-05-2004 �14c46' FROM:WICrHAM & BRESSLER 631 298 8565 TO:631 765 3136 P.003/003 4. The fence in front of the"Rohn"portion of the property will be a,compatible softening;fence similar to the white fence to the West but slightly less solid in composition to soften the effect,with the wane type of plantings ass in Paragraph 3. _— _-- 5. The two entrances on Boisseputnid Hum-nel,to tie_Seatow bttilding_s will be straddled by brick pillu5 and gated. Please consider the site plan amended in accordance with the above. Va, truly yours;, Abigail A. Wickham a snr.sardnh r cc: Towhee LLt'. D AFFIDAVIT F P STIN This into serve notice that 1 personally posted the pro e y - �,:$4u by placing the Town's official poster notice(s) within 10 feet of the front property line facing the street(s) where it can be easily seen, and that l have checked to be sure the poster has remained in place for seven days prior to the date of the public hearing onA �r �c ea3 e.vSe°n9e AA 4e.��& 4h ..5 >mE WC—AlL A, tViCk A77—) Your Name (print) Signature Address ®ate � vp Notary Public DONNA MCOAHM ry PU state of N ig NO. G1 C451459 ed In 166 PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS GREEN RETURN RECEIPT CARDS BY. 11:30 a.m., Fri., 4/9/04 Re: Proposed Site Plan for Sea Tow Corporate Headquarters SCTMs: 1000-63-2-30.1 ®ate of Tearing: Monday, April 12, 2004, 6:00 p.m. ZONING BOARD OF APPEALS TOWN OF SOUTHOLD`: NEW YORK In the Matter of the Application of TOWBEE,LLC AFFIDAVIT OF CTM Parcel# 1000-63-2-30.1 SERVICE BY MAIL STATE OF NEW YORK: :ss.: COUNTY OF SUFFOLK: Loann Bridenhagen, being duly sworn, deposes and says: On the 25th day of March, 2004, 1 personally mailed at the United States Post Office in Mattituck,New York,by CERTIFIED MAIL, RETURN RECEIPT REQUESTED, a true copy of the attached Legal Notice in prepaid envelopes addressed to current owners shown on the current assessment roll verified from the official records on file with the Suffolk County Real Properly Office, for every property which abuts and is across a public or private street, or vehicular right-of-way of record, surrounding the applicants property, as follows: Ms. Sandra Baldwin Mr.Edward Boyle 84 Stockyard Drive 775 Hummel Avenue Mastic Beach,New York 11951 Southold,New York 11971 1000-63-2-18 1000-63-2-22 Mr. C. Steven Hall Mr.&Mrs. Jean Paul Hascoat 61 Hummel Avenue 875 Hummel Avenue Southold,New York 11971 Southold,New York 11971 1000-63-2-19 1000-63-2-24 Ms. Mary Jarusiewic Mr. & Mrs. William Penney P.O. Box 472 2200 Hobart Road Southold,New York 11971 Southold,New York 11971 1000-63-2-21 1600-63-2-20 Mr. & Mrs. Paul A. Reinckens Mr. &Mrs. Martin F.Taeschler, Jr. 1065 Hummel Avenue 1746 1St Avenue,Apt. 5H Southold,New York 11971 New York,New York 10128 1000-63-2-25/26 1000-63-2-27 Vega Family Trust LIRR—Legal Department 68-32 6e Street Attn: Mary Jennings Mahon Ridgewood,New York 11385 Jamaica Station 1000-63-2-23 Jamaica,New York 11435 1000-63-2-31 Suffolk County Water Authority Colonial Village at Southold, Inc. 4060 Sunrise Highway 40 Boisseau Avenue Oakdale,New York 11769 Southold,New York 11971 1000-63-3-2 1000-63-3-27.2 f C r arm Brideni,�agen Sworn to before me this C� �day of March, 20 4 otary Pu is 21:affmailt A?,Iv E'dd Vo3.w5�-4''PUELFC.$aS¢ Ni G.09 SEE7 Quasi 4ed aF9 aafr4o.k Cour, r-� Co Ir vk1GAs U 13 E Pasfage $ I flu Q Certilied Fee' -- C� t p e Return Radept Postmark Fe C,cerg�r (_ntlorsernentemem Requi i5 rRRestricted Delivery Fes (�✓ 'T5 ,,;�:��:,.; (EndoasemenE Required) r-. 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Ar6c(eumher 7703 311 uC7a�c� 5988 2682 ® a M1 Sfroet,Rpt No '___ .-.-_-.__ .... (TPansferAromservicelabaQ arPO Box No -") „/'Z. City EPate,ZIP+42vaxr. �s....tt�-.__.__..5� ------ z --C ___,_-- PS roan 3811,August a ®omeSticRetum Recelit z In Complete items 1,2,and Also complete ... _. rem 4 if Restricted Deliveryk • k 'ill Wyl I, F � !i luffi I p1 3.R II • • i . . `on ed.re - ,M Complete Rome 1,7.and 3.Also complete A. S' re Print your name and address ora iha-caveT� . Sig so that we caro Tatum the card to you. herrn y i# r name ani address is desired. . � - Addre Al Attach this card to the track of the mallpiece, R' ® Prira@:your name and address on the reverse `.�,ea.a'- 0 Addressee or on the front t space permit& so that we can return the card to you. ( g, ) O. Date of Daliverya D X Attach this card to the back of the mailpieos, _ c �'''✓'' 1. Article Addressed m:. or on the front if space permits. _ qD r e, rr t. A�cieAdaresseaao: ((a sa YypB 9 Certified al, Express Mail _ t 13 Registered.. '"13 RetumReceipt for Merchandise 0 insured Mao 0 C.O.D. z. Article Number 7003 3110 4. Restictsd ueliveryr(Extra Fac) 0 Vies (Transfer from service label) 2, Article Number PS Form 3811,August 2001 Domestic Return (Trana€erfromservice laball 7003 3110 0002 5988 1743 .. ..._. -.._ ... _.._ PS Form 3811,Auguat-2001 Domestic Retur�i Recelpt aacPRW3-z ase pa( 9 Asfiae.Address=rd 4o; ES,entesdilve- eddress'Eeloti"v: b3IKo .... .-... � X — 5('LA) CL �"ti`.W`S _ � kl�`✓'.: �u !C -i" i ,..a. ""iVtX`.' cl�^� 'tri 1'�Q—'�—i:v Cx �.r, :2 Service Type qCertlfied Mali 0 Express mail 0 Registered O.Retum Receipt for Merchandise 4_ 0 Insured Mag- 0 C.O.E. L 4. Restrh^ted9 (Endre Fee) Oyes 2.Article Number 7003 3110 (Transferlmmservicetabel) Article 7003 3110 0002 5988 1668 (Tvansferfrom service ai PS Form 3311,August 2001.. Domestic Return E PS Gomm 3611,August 2001. Domestic Rasura Receipt. zlaq;os-z-0aa ��AradeAddressed to: �.. . U. .-""-�-' pi'._er delnre[g eddres [ ���s-.. v-c- U n,b \ "� , �`4 .8. I(a �(qi� -L`. !�` �'2 6'✓� S. Service Type y Cer�Fied Mail 0 Express Marl i &P G i i 1,;.i. �` Registered " 0 Return Receipt foaMerchandise 13 fnausd Mail 0 C.Q.D.. 4. 0 4...Resaicted Deliveyd iEktra Fee) 0 yes 2.Articis Number 7003 31 2 AztiGBNnmter 7003 3110 0002 5988 1675 (Transfer from service label) (Trarsferfrom device Babaf) PS Form 3811,August 2001 Domestic Return Ra PS Form 3611,August 2001 Domestic Return R Opt 2pceaatsS-z-09e --- , rm�sevvoayacoee� 44 r ^ rq ' ed Meil Express,Mali , [0 ' gistered Ream,Receip€tor Merchandse V ti` 3 C.O.D. 4. ted®elivey?.(EubaFee) D yes 2Article Number f 2MdeNumber 7003 3110 0002 5988 1651 mmnsfe,from ser dca tabal) 7003 31 (Transfer from service label) PS Form 3811.,August 2001.. Domestic Retum R PS Form 3811.,August 2001.. Domestic Return Receipt 2ACPMmQs Z-Oei 'JOSHUA Y. HRTN ��� JAMES A. RICHTER, R.A. .� SUPERVISOR ENGINEER TOWN HALL - 53095 MAIN ROAD Its TOWN OF SOUTHOLD,NEW YORK 11971 Fax. (51r))-765-1366 ®� ®� Tel-(516)-765-1560 OFFICE OF THE ENGINEER TOWN OF SOUTH®LD Jerilyn B. Woodhouse April 8, 2004 Chairperson - Planning Board Town Hall, 53095 Main RoadFL I C E Southold, New York 11971 Re: Sea Tow International Corporate HeadquartersAF Hummel Avenue & Boisseau Avenue, Southold j SCTM #: 1000—63 —02— 30.1 Dear Mrs. Woodhouse: I have received and reviewed the latest revision of the site plan for the above referenced project. This site plan has a revision date of 03/04/04 and was prepared by East End Design Associates. At this time, all of the engineering review comments have been addressed in a satisfactory manner. The Town Board has adopted a no parking policyfor Hummell Avenue and the revised drainage plan meets the minimum requirements of Town Code. If you have any questions concerning this report or if you have any additional questions concerning this matter, please contact my office. Inc rely, J es A. Richter, R.A. cc. Peter Harris (Superintendent of Highways) PLANNING BOARD MEMBERS �®OFF64c® JERILYN B.WOODHOUSE ��® ��.., P.O. Box 1179 Chair Town Hall, 53095 State Route 25 Southold,New York 11971-0959 RICHARD CAGGIANO Telephone (631) 765-1938 WILLIAM J.CREMERS ® Fax(631) 765-3136 KENNETH L. DS MARTIN H. SDIDOR PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 7, 2004 Gail Wickham, Esq. Wickham,Bressler, Gordon& Geasa P.C. 13015 Main Road P.O. Box 1424 Mattituck,NY 11952 Hear Gail: Re: Proposed Site Plan for Sea Tow Corp. HQ 1560 Youngs Avenue, Southold SCTM# 1000-63-02-30.1 After having reviewed the above files, enclosed are the following extra maps: Date of Map Date Deceived # of copies Rev. Mar. 8, 2004 March 18, 2004 5 Rev. Mar. 4, 2004 March 9, 2004 1 Sept. 21, 2003 Oct. 24, 2003 2 Rev. Oct. 15,2003 Oct. 21,2003 3 June 12, 2003 Oct. 17, 2003 1 July 30, 2003 Oct. 7, 2003 2 June 12, 2003 June 16,"2003 2 June 11, 2003 June 12, 2003 1 May 12,2003 1 Sincerely, �� Bruno Semon Senior Site Plan Reviewer 3 i Hl i 1 1=4h _ L Southold Town---jb_ BAST Elm DESIGN ASS® Plarning Boas KV custom residemal&commercial design-site Planning 04-06-04 To: Southold Town Planning Board Art: Bruno Semon Frons: East End Design Associates LLC. (Brett Kehl) i Ref* Tow Bee/Sea Tow SCTM# 1000-63-02-30.1 Enclosed you will find(1) copy of the north elevation including brick privacy wall that was presented to the Town of Southold planning Board on 04-05-04. Please include this drawing with the Sea Tow Planning Board files as per conversation. If there is any questions or you require any additional information please call, (631) 765-1862. Sincerely Yours j Brett D. Mehl I I i r I i i 3 i 1 1 I s 5130 Main Bayview Road, PO Box 1675, Southold. New York 11971 phone: (631)765- 1862 e-mail:CArm8888@aolcom tax: )631) 765-6820 I pit fat ;p1 i PL. I,�a 2aa k.v =pt(tgslo £ t� :�` aS #b a� r , . R : l£ w: .� u`r. -: t �Li r.._ . �. ..Iu ,: "M'.F Ia.., .^ °I a'' ..fin #. 1 .-11 .. .i,37 ,.: ,. ' I .... -,.. :'"YS. .. 'n-.: ra. t ,�.. .„IN. - h t ;a¢. _ r a i, a ;Eia e "€ i: ,.i.. ;, e"5, MOF ,�A .. "�£ s. '' a - a �, a� =: )•. �1Ka' .C.b + ' p:nYv anti... °'i ...+`w.�.'3 APrC•'i�-..,� ts'�4.�... w`�,h`� � .,�c•�_''^�'i,.,�xnsa„- '„„ OCHAINLWKPENCB _.. .__. ._.. .-_- . .. -6BRICKWALL - �_._....PRIVACY GATE �__- _... SBRICKWALL _.... I. NORTH/RIGHT SIDE ELEVATION �t PuwawO¢ AMM inz'ixol06ccim ��• HEADQUARTERS W"a B°FRN.WA1RKNr IAKK " BART s PROPOSED CORPORATE .w+®"IMT mm 1 of 1 NORTH �. ° DESIGN ASSOCNTBS SEA TORI INTERNATIONAL m ml n°marerAfma m roxenaonax ua°taro BN°unrd!°are M°a°P°° W" ELEVATIONS Mmcr wr m° e°°P°"iuuo°mav®ai BOISSEAU AVENUE,SOUTHOLD,NEW YORK E 191JCKKiSm!%pU64AT D V E !l AP 6 2004 Southold Town Planning Board uu01 P10411"s LAW OFFICES WICKHAM,BRESSLER, GORDON&LEAS tc(tz E U � $ 13015 MAIN ROAD, P.O.BOX 1424 WILLIAM WICKHAM MATTITUCK,LONG ISLAND ERIC J.BRESSLER" NEW YORK 11952 `�27 H L ABIGAIL A.WICKHAM LYNNE M.GORDON MELVILLE, NEW YORK 11747 JANET GEASA 631-298-8353 --- TELEFAX NO. 631-298-8565 631-249-9480 wwblaw1aoI.com TELEFAX NO.631-249-9484 April 5, 2004 Southold Town Planning Board Post Office Box 1179 53075 Main Road Southold,New York 11971 Re. Sea Tow Corporate HQ 1000-63-2-30.1 Ladies/Gentlemen: Please accept this letter as an addendum to the Site Plan Map with respect to the perimeter fence, landscaping and entrances. All fencing and gates will conform to Code height requirements. 1. The existing fence along Boisseau Avenue will be replaced with green chain link fence, with a gate at the entrance. 2. The existing green chain link fence along Hummel Avenue, running from the east corner to the east side of the concrete block building to be removed, will be maintained because it has grown into the trees which are to remain. The barbed wire top will be removed. The landscaping will include the larger of the existing deciduous trees and additional street side evergreen plantings to provide an effective screening of the property. This will consist either of double the number of arborvitae shown on that portion of the site plan, or other similar mixed evergreen plant material to provide comparable screening effect. 3. The fence along Hummel Avenue running from the point where the concrete block building is removed westerly to the east corner of the`Bohn"parcel (Building E) Will be attractive new brick fencing to better shield the loading dock/storage and warehouse area from the road. It will be enhanced with street-side evergreen plantings of arborvitae as shown on that portion of the site plan or other(lower light tolerant) screening evergreen plant material to provide comparable screening effect. A prototype of that fencing material is attached. A gate will be provided for the driveway entrance on Hummel Avenue. RPR-95-2004 14.49 FF.OM:AICKH ..11 & BRESSLER a31 298 8565 TO:631 765 3136 P.002!0.03 LAW OFFICG4 WICK:HAM,BRESSLER,GORDON&GCASA,P.C. 13015 MAN ROAD, P.O.BOX 1424 WI',I JAM wICKTIAM(06-02) MAT7MICK,L('MI 15t.ANT) ERIC.).ISR3gSr.719. NM'YORK 11952 275 BROAD HO LLOW kOAD .A1310AIL A.WICKHAM SUITl',r. i I I LYPJNE.M.00RDON Mi UVtl.IE, N7WYORK11747 ,iANit;UL;A5,4, 631.258.835:1 ^•-- TELEFAX NO,631.295$5(5 61I.2h9-ygSQ wtubl aw;u),301=m TELEFAX NO,631.249-9454 April,5, 2004 Southold Town Planning Board Dost Office-Box 1179 53095 Main Road Southo'd,'.New York 11971, Re; Sea Tow Corporate HQ 1.000-63-2-30.11 Ladieecientlelnen: Please accept this letter as an addendum to the Site P18u Map wi*,respeect'o the peri.rneter fence,landscaping said entrances. All fencing and gates will conform to Code h.-ight requirements. I. 7bo existing fence along Boi,sseau.Avenue will be replaced with green chain link fence,with a.gate at the entrance, 2. :the existing green chain link fence along 11-arninel Avenue,running from the east corner to the east side of the concrete block building to be removed,will be maintained because it has grown into the trees which,are to remain. `1.T3e barbed wire top will be minoved if requested by the Plairing Board, The landscaping will include the lar ger at Om oxlsti,ng dv0duous trees and ad,ditionaJ street side evergreen pliaritings to provide an effective screening of the property. This Mil,consist either of double the number of arborvitae shown,on that portion of the siteplan,or ot9-er similar mixed ever-green plant material to provide comparable screening effect, 3. The fence along T.-Twnael Avenue running from the point NVaere the conerete block building is removed vvv: terly to the east corner of the"Bohn"parcel (Building C) will be attractive new brick fencing to better shield tb-e loading dockisiorage alsd warehouse area from the road. It wi ll ba enhanced with strcct-side evergreen plantings of arborvitae as shown oil,that portion of the si1:e plan or other(lower light tolerant) =cmoning evergreen, plant material tc provide comparable screening e&ct. to prototype of that fencing material is attar hed. A gate will be provided for the ds veway crtrance on.Hura.inel Aver.uc. APR-05-2:04 '14:45 FROM.W?CK.HAM & BRESSLER 531 2S$ 3565 TO:631 765 3136 P.003/003 4. The fence in tont of the `Bolin"portion of the property v011 be a compatible screenhig fence similar to the white fence to the West but slightly less solid in composition to so-ften the effect,with the same type of plantings W in Paragmph 3, 5. 'Tha two entry aces on Boisseau,and,Hung rnel, to the Sedtow bAdings, will be straddled by brick pMiu•s and gated. Please consi,dertbe site plan arnended in accordance with the above. VeTj Auly yoizs' Ab;�$9l .�.. ti°'�7C14hafT .4A JUafr ap/.rlrr/p71 Towhee.L.L.' Iowa Hall,53095 Nlaicf Road � � " � Fax(631)765-9502 P.O.Box 1179 ®� ® Telephone(631)765-1802 Southold,New York 11471-0959 BUILDING DEPARTMENT TOWN OF SOUT HOLD MEMORANDUM TO: Jerilyn B. Woodhouse,Planning Board Chairperson FROM: Michael J. Verity, Chief Building Inspector DATE: April 2, 2004 REQUIREMENT'S FOR SITE PIAN ELEMENTS &CERTIFICATION Project: TowBee, LLC Location: 700 Hummel Avenue, Southold SCTM# 1000—Section 63-Block 02—Lot 30.1 Date: August 06, 2003 Revised Date: March 04, 2004 1. ALL BUILDINGS AND USES SHALL COMPLY WITH CHAPTERS 45 AND 100 OF THE SOUTHOLD TOWN CODE. 2. OFF STREET PARKING BY AUTHORITY OF THE PLANNING BOARD. 3. ALL FENCING, SCREENING AND LANDSCAPING BY AUTHORITY OF THE PLANNING BOARD. 4. THE PROPOSED USE * Office Buildiug IS/ARE A PERMITTED USE IN THIS LI DISTRICT AND IS SO CERTIFIED. * See ZBA#5355 &95492—TowBee, LLC N Michael J. Verity Chief Building Inspector Submission Without a C � V E APR Baader: (L- e- snthoid Tarn Dee1��� colas uls: f %C LC.�1 n/,5 L'Ot HAR-30-2004 16.25 & BRESSLER 631 298 8565 T>jc631 765 3136 P.001/001 LAW 0FF"ICES � y WICKHAM, BRESSLER,GORDON&GEASA, P.C. 1:3015 MAIN ROAD. P.O.BOX 1424 WILLIAM WICKHAM(06-D2) MA'r'I"1'I't1CK,LONG TSLANIJ ERIC J1 BIFBSLE.R NEWYORK 11952 275 BROAD HOLLOW ROAD ABICAiL A. WI:CItHA,'A St.!4'7F. I IT LYNNE M.0012.13CN MELVILLF NFW YORK !1747 JANr7'GEASA 533-298.8353 ,.... I'ELEFAX NO.631-298.85(15 wwblaw(q polaum TELEFAX NO.631.249-9484 March 30, 2004 � 1r� � � `� Sotntlold.Tawa7,Pl,anising Hoard �- � Post Office Box l 1?9 4 ' 530"95 Ma:n.Pwac � Lug', ,9outbold,New York 11971 6 so:-1 olZ Tovrn Ileo Sea Tow Carrorste.HQ 1000-63-2-30.1 P! r ;nq zro LadnevCicr tlemen: Please accept this letter as an addendum to the Site Pl.ar Map with respect to the perimeter fence. The koplicastt hereby agrees to replace the existing cbain Bilk fence along the Boisscau Avenue and.HuTnmel Avcnuc sides with chain link fencing as permitted by the Town Code and to remove dic'narbed wire topping if requested by the Planting Board. The fence will be designed to blend, in with and promote the growth of the land,scapi,ng along the perimeter, which will Consist of the larger of the exiting trees and additional cvcrgreen plantings to provide an effective screening of the property. Very truly yours,, Abigail.A. Wickham re: Toivimc,LLC e Submission Without a Cover Letter S&/AAY *' . .1000® d ry s� Date, I) Sat hold Town FlaanirgEoa�6 C��nanesa�sa cSL;eE— C _ J Sum;S��W �oFF014, ELIZABETH A.NEVILLE ��® �'� Town Hall,53095 Main Road TOWN CLERK P.O.Box 1179 REGISTRAR OF VITAL STATISTICS Southold, New York 11971 MARRIAGE OFFICER Fax(631) 765-6145 RECORDS MANAGEMENT OFFICER ®� ��® Telephone (631) 765-1500 FREEDOM OF INFORMATION OFFICER --southoldtown:no - OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD d f j F rel in , THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON MARCH 9,2004- WHEREAS ,2004:WHEREAS there has been presented to the Town Board of the Town of Southold,Suffolk County,New York on the 24`x'day of February, 2004, a Local Law entitled"A Local Lave in Relation to No Parking on Hummel Avenue, Southold,New Fork", and WHEREAS the Town Board of the Town of Southold held a public hearing on the aforesaid J Local Law at which time all interested persons were heard,no therefor be it SOLVED that the Town Board of the Town of Southold hereby enacts the following Local Law: LOCAL LAW NO. 7 2004 A Local Law entitled"A Local Law in Relation to No Parking on Hummel Avenue, Southold,Nese fork" BE IT ENAC'T'ED by the Town Board of the Town of Southold, as follows: I. purpose- The purpose of this Local Law is to restrict parking on Hummel Avenue to provide additional safety for vehicle traffic and maintain the rural character of the neighborhood. II. Chapter 92, Section 92-41 (Vehicles & Traffic) of the Code of the Town of Southold is hereby amended as follows: Nalene of Street Side Locations Hummel Avenue South At Southold, from the Southeast corner of Hummel q Ave and Boisseau Ave, along the South side of Hummel Ave to the intersection of Hummel Ave and Young's Ave III. Severability. If an section or subsection,paragraph, clause,phrase or provision of this law shall be judge invalid or held unconstitutional by any court of competent jurisdiction, any judgment made thereby shall not affect the validity of this law as a whole or any part thereof other than the part or provision so adjudged to be invalid or unconstitutional_ IV. This Local Law shall take effect immediately upon filing with the Secretary of State. Elizabeth A. Neville Southold Town Clerk 1 PLANNING BOARD MEMBERS ®�®5�P�0(��® JERILYN B.WOODHOUSE P.O. Box 1179 Chair a �� Town Hall, 53095 State Route 25 Southold, New York 11971-0959 RICHARD CAGGIANO Telephone (631) 765-1938 WILLIAM J. CREMERS ® Fax (631) 765-3136 MARTIN x sIDOORRDs ��®1 I0 PIANNING BOARD OFFICE TOWN OF SOUTHOLD LEGAL NOTICE Notice of Pudic Bearing NOTICE IS HEREBY GIVEN that, pursuant to Section 276 of the Town Law and Article XXV of the Code of the Town of Southold, a public hearing will be held by the Southold Town Planning Board, at the Town Hall, Main Road, Southold, New York in said Town on the 12th day of April, 2004 on the question of the following: 6:00 p.m. Public Hearing for the proposed site plan for Sea Tow Corporate Headquarters_ The property is located at the intersection of Hummel Avenue and Boisseau Avenue, on the southeast corner, in Southold, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-63-2-30.1 i 6:05 p.m. Public Hearing for the proposed major conservation subdivision for John McFeely. The property is located n/o NYS Route 25 and the LIRR easement in Laurel, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-125-1-14 Dated: 3/12/04 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD Jerilyn B. Woodhouse Chairperson PLEASE PRINT ONCE ON THURSDAY, APRIL 1, 2004 AND FORWARD ONE (1) AFFIDAVIT TO THIS OFFICE. THANK YOU. COPY SENT TO: The Suffolk Times Ma? -12-04 04:33P times/review 0312983287 P.01 .. PROM SO1THOLD TOWN FLAW I.,o BOARD FAX NO. : 631 765 3136 Marr. 12 2004 03:27PM P1 5 095 Route 25 on Southold, NY 11971Phone: (631)765-19313 Fax: (631)765-3136 E-Mail: plannirigg@southold.org ftx VD: The Suffolk Times Fftft Valarie Sw 2 311 Legal fid for 411104 Edition UMMM Far RWOW VkHme Please print the following legal irs tlse ddi edtisdn, anks. 4112fO4RetularM ing: 6:00 pm. Sea Tow Corporate quarters Site Pleat 6,05 p.m, Major ConearvationSubdiviWem 10n4Ny adknowiodge mcelpt by signing below and Wng cover IsUr back. Received by: Dates PLANNING BOARD MEMBERS JERILYN B.WOODHOUSE ��® (®� P.O. Box 1179 Chair ® Town Hall, 53095 State Route 25 cc Southold, New York 11971-0959 RICHARD CAGGIANO Telephone(631) 765-1938 WILLIAM J.CREMERS ®� �`� KENNETH L.EDWARDS ® Fax(631) 765-3136 MARTIN H.SIDOR PLANNING BOARD OFFICE TOWN OF SOUTHOLD LEGAL NOVICE Notice of Public hearing NOTICE 1S HEREBY GIVEN that, pursuant to Section 276 of the Town Law and Article ,XXV of the Code of the Town of Southold, a public hearing will be held by the Southold Town Planning Board, at the Town Hall, Main Road, Southold, New York in said Town on the 12th day of April, 2004 on the question of the following: 6`.00 p.m. Public Hearing for the proposed site plan for Sea Tow Corporate Headquarters. The property is located at the intersection of Hummel Avenue and Boisseau Avenue, on the southeast corner, in Southold, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-63-2-30.1 / 6`.05 p.m. Public Nearing for the proposed major conservation subdivision for John McFeely. The property is located n/o NYS Route 25 and the LIRR easement in Laurel, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-125-1-14 Dated: 3/12/04 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD Jerilyn B. Woodhouse Chairperson STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) CAROL KALIN, Secretary to the Planning Board of the Town of Southold, New York being duly sworn, says that on the 15th day of March, 2004 she affixed a notice of which the annexed printed notice is a true copy, in a proper and substantial manner, in a most public place in the Town of Southold, Suffolk County, New York, to wit: Town Clerk's Bulletin Board, Southold Town Hall, 53095 Main Road, Southold, New York 4/12/04 Regular Meeting: 6:00 p.m. Public Hearing for the proposed site plan for Sea Tow Corporate Headquarters SCTM#1000-63-2-30.1 6:05 p.m. Public Nearing for the proposed major conservation subdivision of John McFeely SCTM#1000-125-1-14 i Carol Kalin Secretary,Southold Town Planning Board Sworn to before me this 14 1 (, i5 day of �c�l 2004. Notary lic ®ONNI£1. Nefaaq Paabrz,State Of NOWTA No.OIO06095328,Suffolk Cousan TeamExplmJoE 7.20 � #6000 STATE OF NEW YORK) )SS: COUNTY OF SUFFOLK) Joan Ann Weber of Mattituck, in said county, being duly sworn, says that he/she is Principal clerk of THE SUFFOLK TIMES, a weekly newspaper, published at Mattituck, in the Town of Southold, County of Suffolk and State of New York, and that the Notice of which the annexed is a printed copy, has been regularly published in said Newspaper once each week for 1 weeks successively, commencing on the 1 st day of April 2004. CHRISTINA VOLINSKSr6e`� IHOTARYPUBLIC•STATE OF NEW YORK Principal Clerk No. 01•VO6106050 RRyy 3ollfl®d In Suffolk County.1 EXPIM February 28, 2008 J/ Sworn to before me this t day of- 1, 2004 :�,, :II i 11:'1, 5... 'k)•' r... q:.. :. :;q!.;..i! :111'•11 (f: �:(:.!•4•:(. I rroS.,gm >tac ��74'. PLANK-LNG BOARD MEMBLitS �®SUFFO(�z® JERILYN B.WOODHOUSE �.® G P.O. Box 1179 Char �� Town Hall, 53095 State Route 25 y Southold, New York 11971-0959 RICHARD CAGGIANO Telephone (631) 765-1938 WILLIAM J. CREMERS KENNETH L.EDWARDS Fax(631) 765-3136 MARTIN H. SIDOR PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 9, 2004 Abigail Wickham, Esq. P.O. Box 142 Mattituck, NY 11952 Re: Proposed Site Pian for Sea Tow Corporate Headquarters Located at the intersection of Hummel Avenue and Boisseau Avenue, on the southeast corner, in Southold SCTM#1000-63-2-30.1 Zoning District: LI Dear Ms. Wickham: The Southold Town Planning Board, at a!meeting held on Monday, March 8, 2004, adopted the following resolution: RESOLVED that the Southold Town Planning Board set Monday, April 12, 2004, at 6:00 p.m. for a final public hearing on the maps, dated as last revised March 4, 2004. Please refer to the enclosed copy of Chapter 58, Notice of Public Hearing, in regard to the Town's notification procedure. The notification form is enclosed for your use. The sign and the post will need to be picked up at the Planning Board Office, Southold Town Hall. Please return the enclosed Affidavit of Posting along with the certified mailing receipts AND the signed green return receipt cards before 11:30 esus. on Fridaya Aril 9th. The siren and the post need to be returned to the Planning Board Office after the public hearing. Please contact this office if you have any questions regarding the above. Very truly yours, 2rdlyn B. Woodhouse Chairperson Encl. Southold Town Planning Board Notice to Adjacent Property Owners You are hereby given notice, 1. That the undersigned has applied to the Planning Board of the Town of Southold for a site plan; 2. That the property which is the subject of the application is located adjacent to your property and is described as follows: SCTM#s1000-63-2-30.1; 3. That the property which is the subject of this application is located in the Ll Zoning District; 4. That the application is for a new 19,540 sq. ft. three-story office building (Building #1), renovation of an existing 3,519 sq. ft. warehouse (Building #2), a new 2,800 sq. ft. warehouse (Building #3), a new loading dock of 696 sq. ft. and an existing building with 9,105 sq. ft. of warehouse (Building E) on a 1.7693 acre parcel in the LI Zone located at the intersection of Hummel Avenue and Boisseau Avenue, on the southeast corner, in Southold; 5. That the files pertaining to this application are open for your information during normal business days between the hours of 8 a.m. and 4 p.m. Or, if you have any questions, you can call the Planning Board Office at (631)765-1938; 6. That a public hearing will beheld on the matter by the Planning Board on Monday, April 12, 2004 at 5:00 p.m. in the Meeting Ball at Southold Town Hall, Main Road, Southold; that a notice of such hearing will be published at least five days prior to the date of such hearing in the Suffolk Times, published in the Town of Southold; that you or your representative have the right to appear and be heard at such hearing. Petitioner/Owner's Name(s): Towbee, LLC/Sea Tow Corporate Headquarters Date: 3/11/04 AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as by placing the Town's official poster notice(s) within 10 feet of the front property line facing the street(s) where it can be easily seen, and that 1 have checked to be sure the poster has remained in place for seven days prior to the date of the public hearing on 1 have sent notices, by certified mail — return receipt, the receipts and green return receipt cards of which are attached, to the owners of record of every property which abuts and every property which is across on Your Name (print) Signature Address ®ate Notary Public PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS GREEN RETURN RECEIPT CARDS EY• 11:30 a.m., Fri., 4/9/04 Re: Proposed Site Plan for Sea Tow Corporate Beadauarters SCTM s: 1000-63-2-30.1 ®ate of Bearing: Monday, April 12, 2004, 6:00 p.m. 158-1 NOTICE OF PUBLIC HEARING § 58-1 Chapter 58 NOTICE OF PUBLIC HEARING § 58-1. Providing notice of public hearings. [HISTORY., Adopted by the Tbwta Board of the Town of Southold 12-27-1995 as L.L. No. 25-1995. Amendments noted where applicable.] §58.1. Providing notice of public hearings. Whenever the Code calls for a public hearing, this section shall apply. Upon determining that an application is complete, the board or commission reviewing the same shall fix a time . and place for a public hearing thereon.The board or comm` a! n reviewing an application shall provide for the giving of notice: A By causing a notice giving the time, date, place and . nature of the hearing to be published in the official newspaper within the period prescribed by law. B. 'By requiring the applicant to erect the sign provided by the town, which shall. be prominently displayed on the premises facing each public dr private street which the property involved in the application abuts,giving notice of the application, the nature of the approval sought thereby and the time and place of the public hearing thereon The sign shall be set back not mom than ten (10) feet from the property linea s sir be for a od of not lees seven (7) days Immediatebr preceding the date of the public homing The.applicant or,his/110F t s fife mi dei .that blhe complied wK4 _. _ l6n. C. By requiringthe applicant to send notice to the ovmors of record of every, property wMah abuts and every property which is across from any public or ptivate atrest. 5801 TOWBEE , LLC SEA TOW CORPORATE HEADQUARTERS 1000m63m2mm30ml Proposal for a new 19,540t. three-story fic building (Building 1 ), renovation f an existing3,519 . . warehouse (Building #2), a new 2,800 f . warehouse (Building #3), a new loading . ft. and an existing building ith 9,105 sq. ft. of warehouse (Building E)® PLANNING BOARD MEn?RE.ads ® JERILYN B.WOODHOUSE �e® � F.O. Box 1179 Char ® �6 Town Hall, 53095 State Route 25 Southold, New York 11971-0959 RICHARD CAGGIANO y, Telephone (631) 765-1938 WILLIAM J.CREMERS Fax(631) 765-3136 KENNETH L.MARTIN H.ED DS IDOR PLANNING BOARD OFFICE MEMORANDUM TOWN OF SOUTHOLD Date: March 11, 2004 To: Michael Verity, Principal Building Inspector_. From: Bruno Semon, Senior Site Plan Revlewe Re: Revised Site Plan for Sea Tow International Corporate Headquarters. Southold, DIY SCTM# 1000-63-2-30.1 Zoned LI Status:Active site plan set for a Final Public Hearing April 12, 2004 and the second variance was granted on Q3iO4/04. Return Date: ASAP In reference to the above,attached you will find a revised site plan. The Site Plan reflects the current proposed build out of this site. Please use this site plan for your certification review. This site plan is for a new 19540 sq. ft. three story office building (building#1), renovate an existing 3,519 sq.ft. warehouse( building #2), new 2,800 sq.ft warehouse (building #3), loading dock of 696 sq.ft .and an existing building with warehouse of 9,105 sq.ft. on 1.7693 acres parcel in the LI Zone(s) located at the located at the intersection of Hummel Avenue and Boisseau Avenue on the southeast corner in Southold. SCTM#(s) 1000-63.-2-30.1 The Site Plan enclosed is for your records and does not need to be returned to the Planning Board. Thank you in advance. Cc: file Enc.: 1 Site plan prepared by East End Design Ass. last dated 03/08/04. �5 Submission Without a Cover Letter Sender, SC7' , 1000- (7®anmeentsa � � E WE Southold Town P!a�mirg BoarB %0 Fat APPEALS BOARD MEMBERS ®�® L'®G Southold Town Hall Ruth D. Oliva, Chairwoman �� �� 53095 Main Road Gerard P. Goehringer y P.O. Box 1179 Lydia A. Tortora EV7 Southold,NY 11971-0959 Vincent Orlando ®@ Tel. (631) 765-1809 James Dinizio, Jr. ®� �� Fax (631) 765-9064 http://southoldtown.northfork.n8tMT E BOARD OF APPEALS tt�� �TOV6 N OF SOUTHOLD iFINDINGS, DELIBERATIONS AND DETERMINATIOMEETING OF MARCH 4, 2004Appi. No.5492 -T0WBEE. LLC Property Location: 700 Hummel Avenue,Southold; CTM #1000.63-2-30.1. SEQRA DETERMINATION: The Zoning Board of Appeals has visited the properly under consideration in this application and determines that this review falls under the Type 11 category of the State's List of Actions,without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 74,052 sq.ft. parcel has frontage along two streets: Hummel Avenue to the north and Boisseau Avenue to the east, in Southold. The widest frontage of the property along Boisseau Avenue is 156.10 feet, and 639.17 feet along Hummel Avenue. The westerly lot line runs 105.05 feet deep to the Long Island Railroad right-of-way. The property and existing buildings are used for warehousing and storage. The property is zoned Light-Industrial (LI). BASIS OF APPLICATION: Building Department's January 26,2004 Notice of Disapproval, under Section 100-82A, stating that the bulk schedule allows one use per 40,000 sq.ft., and the use, as proposed,would constitute a second use. FINDINGS OF FACT The Zoning Board of Appeals held public hearings on this application on February 26, 2004, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence,the Zoning Board finds the following facts to be true and relevant: RELIEF REQUESTED: The applicant maintains that the building inspector erred in citing Article Vill, Section 100-82A to deny them a building permit. Section 100-82 A states: "Except as otherwise provided hereon, no building or premises shall be used and no building or part thereof shall be erected or altered in the LB Districts unless the same conforms to the Bulk Schedule and Parking and loading Schedules Incorporated into this chapter by reference, with the same force and effect as if such regulations were set forth herein full." The Building Inspector further states that the proposed (multiple light industrial) use would constitute a second use. The applicant maintains that this property has had multiple uses continuously since before the inception of zoning in Southold town and therefore qualifies as a pre existing multiple light industrial use. Page 2-March 4,2004 Appeal No.5492-TowBee LLC CTM 63-2-30.1 REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. An undesirable change will not be produced in the CHARACTER of the neighborhood or a detriment to nearby properties, because this property has had multiple light industrial uses since prior to the enactment of the zoning ordinance. According to an affidavit submitted by .games H. Rich Jr., the subject property has had In excess of 20 different combinations of uses at varying times since 1920. These uses include a plumbing contractor, masonry contractor, lumberyard, and landscaping contractor to name just a few. 2. The benefit sought by the applicant (multiple light industrial use) has existed historically on this property since before zoning. 3. The amount of relief requested is not substantial. The property has a previous ZBA approval to upgrade the buildings to allow for uses that are quieter, more attractive, self contained, and conducted inside the buildings. 4. This request will not have aro adverse effect or impact on the physical or,environmental conditions in the neighborhood or district because the property. has been used for multiple light industrial uses for many years and the applicant only seeks to continue what has historically existed. BOARD RESOLUTION: Based on the above reasons the Board finds that the basis for the Building inspector's Notice of Disapproval was incorrect. NOW, therefore, on motion by Member Dinizio, seconded by Chairwoman Oliva, it was RESOLVED, to REVERSE the January 26, 2004 determination of the Building Inspector, finding that the applicant is not requesting an additional use on this property but merely seeking to continue the multiple light industrial uses that have existed for years. Vote of the Board: Ayes: Members Oliva (Chairwoman), Goehringer, Tortora, Orlando, and Dinizio. This Resolution wa my adopted(5-0). Rl9TH D. OLIVA, CHAIRWOMAN 315104 Approved for Filing bz�t stern Without a `®ver setter 65"-x— jecta `. 10®0- ' is �'' �e l M. Dated. d3 _ 7VE a ,- (r�s ��-sC"4s "JEST FOR INFCRNIATI®r' 3R ASSISTANCE ®ata: f (� Name: '�� �` � 1 7tiv� c LL(_ Telephone: Mailing Address: SCTM# of site you are inquiring about: Query; (Please be specific about the information you need. Provide supporting documentation - surveys, maps, sketches - where possible.) pEPMj 7 Pam PPS- � � 70 ��01' 14W1c5 ,For office Use Only. Routed to: -- . c 'J.:J edr /l✓ '� d c,� i ss�va.sec a PLANNING BOARD MEMBERS JERILYN B.WOODHOUSE P.O. Box 1179 Chair Town Hall, 53095 State Route 25 �y Southold, New York 11971-0959 RICHARD CAGGIANO w Telephone(631) 765-1935 WILLIAM J.CREMERS ® Fax(631),765-3136 KENNETH L. EDWARDs .SIDOR PLANNING BOARD OFFICE MEMORANDUM TOWN OF SOUTHOLD ®ate: March 5, 2004 To: James A. Richter, R.A., Engineer From: Bruno Semon, Senior Site Plan Reviewer (o Re: New revised Site Plan for Sea Tow International Corporate Headquarters. Southold, NY SCTM# 1000-63-2-30.1 Zoned I-I Status`. Active site plan with a public hearing set for April 12, 2004. i In reference to the aboveattached is a revised site plan with a change in the parking lot along Boisseau Avenue. Attached is a letter from the agent on this application in response to your fetter dated February 20, 2004. Please review as necessary. Thank you in advance. Cc: file, pb Enc. G I le v LAW OFFICES WICKHAM, BRESSLER, GOP-DON & GEASA, P.C. .13015 MAIN ROAD, P.O.BOX 1424 WILLIAM WICKHAM(06-02) MATTITUCK.LONG ISLAND ERIC L BRESSL ER NEW YORK 11952 275 BROAD HOLLOW ROAD ABIGAIL A.WICKHAM SUITE 111 LYNNE M. GORDON MELVILLE, NEW YORK 11747 IANET GEASA 631-298-8353 TELEFAX NO.631-298-8565 631-249-9480 wwblaw@aol.com TELEFAX NO.631-249-9484 March 3, 2004 Attn: Mike Verity Town of Southold Building Department 53095 Main Road P.O. Box 1179 Southold,New York 11971 Re: Towhee, LLC Premises 700 Hummel Avenue, Southold,N.Y. SCTM # 1000-63-2-30.1 Gear Mike: The ZBA is meeting this Thursday,March 4th, and if a decision is issued, we will forward it nnmediately to you. As you know,the Planning Board has scheduled a public hearing on April 12, 2004, subject to its receipt of the ZBA decision,and your certification. They will need these items in sufficient time to advertise the hearing. As to the usage statement you requested,the current use of the west side of the property(Bohn building/Building E) will continue as private contractor's warehouse and storage yard. This lot area encompasses 26,405 square feet. The use on the cast side of the prope*ty (Buildings 1 2, and 3) will be office building in Building 1 and accessory private storage/warehouse facilities in Buildings 2 and 3,being accessory to the principal use in Building 1. This lot area encompasses 40,667 square feet. Very truly yours, �I Abigail A. Wickham as wid,n 307shdd cc: Planning Board/B. Semon E C U�}� E Towbee, LLC Southold Tom Planning Boons LAW OFFICES WICKHAM,BRESSLER,GORDON&GEASA,P.C. 13015 MAIN ROAD, P.O.BOX 1424 WILLIAM WICKHAM(06-02) MATTITUCK,LONG ISLAND ,ERIC J.BRESSLER NEW YORK 11952 275 BROAD HOLLOW ROAD ABIGAIL A.WICKHAM SUITE I I 1 LYNNE M.GORDON MELVILLE. NEW YORK 11747 JANET GEASA 631-298-8353 -- TELEFAX NO.631-298-8565 631-249-9480 wwblaw@aol.com TELEFAX NO.633-249-9484 March 2,2004 Southold Town Planning Board Post Office Box 1179 53095 Main Road WR 3 2004 Southold,New York 11971 Southold Town Re: Sea Tow Corporate HQ 1000-63-2-30.1 Plannin,Boar Ladies/Gentlemen: Please be advised that Towbee,'LLC is agreeable to the conditions recommended by the Town Engineer in its letter dated February 20, 2004, subject to its prior request to dispense with curbs and sidewalks. Our client is in agreement with the proposed "No Parking" zone along Hummel Avenue. To respond to the inquiry on the fence, my client advises that the existing fence will be repaired as necessary to restore it to its pre-existing condition, with gates and plantings installed as per the site plan. The fence is chain link with standard barbed wire top. The barbed wire at the top of the fence will not be replaced with razor wire. The fence's visual impact is minimal and will be further minimized by the landscape screening. The height of the fence is preexisting. Very truly yours, 0- Abigail A. Wickham- A4 ickhamA4 IV,dm 304hdpbl cc: Towbee.LLC FROM SOUTHOLD TOWN PLANNING 130�)RD FAX NO. : 631 765 3136 Mar. 01 2004 04:14PM P1 6 „ L- .� UA Y. 'I N � JAMES A. RICHTER, R.A. SUPERVISORis ENGINEER TOWN HAI J. - 53005 MAIN ROAD TOWN OF SOUTHOLD,NEW YORK 11971 Fm (576)-765-1366 Td-(5N,)-765-1560 OFFICE OF ME ENGINEER TOWN OF SOUTHOLD Jerilyn B,Woodhouse February 20, 2004 Chairperson -Planning Board Town Ball, 53095 Main Road + Southold, New York 11971 Re: Sea Tow Intemaffonal Corporate HeadquartersFEB � 2004 Hummel Avenue& Boisseau Avenue, Southold SCTM#: 1000®63®02—30.1 91401IN TM Dear Mrs. Woodhouse: +nni sonrn After receipt of my last report regarding the above referenced project, the owner/applicant requested a site visit to review some of his concerns. This meeting was attended by the owner, Mr. Joe Frohnhoefer, Mr. Bruno Simone of the Planning Staff; Mt, Pete Hangs the Superintendent of Highways and myself. Mr. Frohnhoefer specifically wanted to discuss the requirement of curbing& sidewalks immediately adjacent to the perimeter of his property along Hummel and Soisseau Avenues. The following concerns were discussed at this meeting. 1 1. Mr. Frohnhoefar questioned the requirement for the installation of sidewalks and Curbing adjacent to the site. It was explained that if the Planning Board deemed sidewalks to be necessary,then curbing would be required to afford some additional separation between pedestrians and vehicular traffic. It was also mentioned that F the sidewalk is to be required by the Planning Board,additional design work and modification of the site plan at the intersection of Hummel and Boisseau would be necessary to provide a turning radius for vehicular tragic and handicapped access to the sidewalk at this location. 2. Mr. Harris had concerns regarding the stability of existing road shoulders immediately adjacent to the project site. Mr. Frohnhoefer stated that the proposed use for the site would not require on street parking and that the proposed landscaping would be enough to protect the shoulder areas in lieu of curving. Mr.Hands agreed to compromise provided that the road frontage in question will be designated as NO PARKING, Mr. Harris will be forwarding this request to the Town Board for their review and, if approved by the Town Board and sidewalks are not required by the Planning Board,he will retract his requestfor the installation of curbing. 3. During this site visit, it was also noted that existing Chairs link Fencing had barbed wire along the top of fencing. This was discussed with the owner and it was noted that razor wire would not be permitted and barbed wire is not recommended. if the owner feels that this wire is necessary for security, the height of wire will be designated as the top of fencing and allowable heights should be adjusted accordingly. Page 1 of 2 Page 1 of 1 Semon, Bruno From: Verity, Mike Sent: Monday, March 01, 2004 12:04 PM To: Semon,Bruno Subject: �2E: Sea Town Corporate Set public Hearing Yes -----Original Message----- From., Semon, Bruno Sent; Monday, March 01, 2004 12:02 PM To: Scopaz, Valerie; Verity, Mike Subject: RE: Sea Town Corporate Set public Hearing Hi Mike, I will recommend to the Planning Board that we set the public hearing for the Sea Tow Corporate Site Plan at the March 9, 2004 PB meeting, this will be pending the Building Department Certification. Can YOU certify the site plan before the April 12, 20004 PB meeting? Please let me know before 4:30pm March 1,2004. Thank You Bruno ----Original Message----- From; Scopaz, Valerie Sent: Thursday, February 26, 2004 3:57 PM To: Semon, Bruno Subject: FW: Bruno, FYI Valerie -----Original Message----- From. Rudder, Barbara Sent: Thursday, February 26, 2004 3:46 PM To: Scopaz, Valerie Subject: on SEATOW they had the hearing they had no problem with it. She is expecting no problem with it.. When can they go to public hearing ? She is talking with Mike Verity on Monday about the building certification. 3/1/2004 Page 1 of 1 Semon, Bruno From: Rudder, Barbara Seim: Thursday, February 26, 2004 3:47 PM To: Semon, Bruno Gail Wickham wants to know if you can do a resolution to set a public hearing for SEATOW. Please call her tomorrow. 2/27/2004 PLANNING BOARD MEMBhAS ®gOFFO(�� JERILYN B.WOODHOUSE .�®� ®lf P.O. Box 1179 Chair ® �� Town Hall, 53095 State Route 25 Southold, New York 11971-0959 RICHARD CAGGLSNO 00 Telephone (631) 765-1938 WILLIAM J.CREMERS KENNETH L.EDWARDS Fax (631) 765-3£36 K MARTIN H.SIDOR PIANNING BOARD OFFICE TOWN OF SOUTHOLD Date: February 26, 2004 To: Ruth Oliva, Chairwoman Zoning Board of Appeals From: Jerilyn Woodhouse, Chairperson Planning Board Re: Request for comments on Towbee SCTM# 1000-63-2-30.1 Appeal # 5492 In response to your request for comments,the Planning Board reviewed the aforenoted appeal at its February 25th work session and determined the following: 1. The Planning Board sees no inherent problems with two tenants on the subject / site where both tenants are the using designated storage space as storage space, even though the tenants are separate businesses from the principal business. APPEALS BOARD MEMBERS Southold Town Hall 53095 Main Road Ruth D.OIiva,Chairwoman P.O.Box 1179 Gerard P.Goehringer Southold,New York 11971-0959 Lydia A.Tortora Telephone(631)765-1809 Vincent Orlando ZBA Fax(631)765-9064 James Dinizio http://southoldtown.northfork.not BOARDF APPEALS TOWN MEMO TO: Planning Board FROM: Ruth Oliva, Chairwoman, Zoning Board of Appeals DATE: February 23, 2004 SUBJECT: Request for Comments Presently, the Board of Appeals is reviewing the following application for a February 26, 2004 public hearing: NAME TAX# & ZBA B® NOD VARIANCE PLAINS PREPARER ZONE FILE DATE/S DATE TOWBEE 63-2-30.1 5492 1/26/04 MULTIPLE USES N/A N/A RE-OPENED LI ON 77,070 SQ FT The Planning Board may be involved regarding a pre-submission review under the site plan regulations of the Zoning Code. Your comments regarding the following are requested: Two tenants and one use in a storage building rj FEES h r L0IG EE Thank you. Sauthoid Tours Plaroing&aar� .. �® gUFFO(�-�®� v (. JOSHUA Y. HORTON � �� JAMES A. RICHTER, R.A. SUPERVISOR ENGINEER TOWN HALL - 53095 MAIN ROAD TOWN OF SOUTHOLD,NEW YORK 11971 Fac. (516)-765-1366 �✓�®� ®�' Tel.(516)-765-1560 OFFICE OF THE ENGINEER TOWN ®FSOUTHOLD Jerilyn B. Woodhouse February 20, 2004 Chairperson - Planning Board Town Hall, 53095 Main Road Southold, New York 11971 Re: Sea Tow International Corporate Headquarters 2 a TU04 Hummel Avenue & Boisseau Avenue, Southold SCTM#: 1000—63— 02—30.1 buma TQC Dear Mrs. Woodhouse: Rannlnsaaeg After receipt of my last report regarding the above referenced project, the owner/applicant requested a site visit to review some of his concerns. This meeting was attended by the owner, Mr. Joe Frohnhoefer; Mr. Bruno Simone of the Planning Staff; Mr. Pete Harris the Superintendent of Highways and myself. Mr. Frohnhoefer specifically wanted to discuss the requirement of curbing & sidewalks immediately adjacent to the perimeter of his property along Hummel and Boisseau Avenues. The following concerns were discussed at this meeting. 1. Mr. Frohnhoefer questioned the requirement for the installation of sidewalks and curbing adjacent to the site. It was explained that if the Planning Board deemed sidewalks to be necessary,then curbing would be required to afford some additional separation between pedestrians and vehicular traffic. It was also mentioned that if the sidewalk is to be required by the Planning Board,additional design work and modification of the site plan at the intersection of Hummel and Boisseau would be necessary to provide a turning radius for vehicular traffic and handicapped access to the sidewalk at this location. 2. Mr. Harris had concerns regarding the stability of existing road shoulders immediately adjacent to the project site. Mr. Frohnhoefer stated that the proposed use for the site would not require on street parking and that the proposed landscaping would be enough to protect the shoulder areas in lieu of curbing. Mr. Harris agreed to compromise provided that the road frontage in question will be designated as NO PARKING. Mr. Harris will be forwarding this request to the Town Board for their review and, if approved by the Town Board and sidewalks are not required bythe Planning Board, he will retract his request for the installation of curbing. 3. During this site visit, it was also noted that existing Chain link Fencing had barbed wire along the top of fencing. This was discussed with the owner and it was noted that razor wire would not be permitted and barbed wire is not recommended. If the owner feels that this wire is necessary for security, the height of wire will be designated as the top of fencing and allowable heights should be adjusted accordingly. Page 1 of 2 Sea Tow International Corporate Headquarters February 20, 2004 SCTM #: 1000 —63—02—30.1 Page 2 of 2 1 have also received and reviewed a modified site plan that has been revised to address the items listed in my last report. This site plan has a revision date of 01/31/04 and was prepared by East End Design Associates. At this time,with the exception of the items listed above,all of my comments have been addressed in a satisfactory manner. As per Bruno's request, I will be returning the copy of the revised site plan to your office. When the applicant submits additional copies of this revised site plan to the Planning Board, please send one copy to my office for my files. If you have any questions concerning this report or if you have any additional questions concerning this matter, please contact my office. S' erely, James A. Richter, R.A. �nc: (1) cc: Peter Harris (Superintendent of Highways) Submission Without a Cover ettea ��. Sender. A5 FSIO AI�5f 4N /,SS0C Subjecte S-�Ftic w E C E WE SCT . 1000- �3 FEB I 2UM Date: Southold Town PlanningBoarrS P r des � aa �a f yr d a'a Fg c-s 6F ^g yb� 1' A,L /j' cns nZ arc ��a f I �1' I,•, � �„ w r I 1 .�mN `� e� r l a' �W -•--, wailill EAST DESIGN ASSOCIATES. LLL =t=reWm ial&ea Mrajal design•site planning 02-05-04 To: Office ofthe Engineer Art: James A. Richter, R.A_ -3&100 From. East End Resign Associates LLC. (Brett Kehl) Ref: Sea Tow International Corporate headquarters—Site Plan Hummel Avenue, Southold SCTM# 1000-63-02-30.1 I am writing to you in response to the letter that Jerilyn E. Woodhouse wrote on January 22, 2004 addressing certain changes requested and clarifications. I hope the following will help clear up any questions you may have. The corrections that are being taken are. Comment#3:Trees that have a solid center will be designated as to remain on the site (See Site Plan index) Comment#4: I have added site drainage and building drainage for building "E" and it's Corresponding parking areas. Comment#5: 1 have added additional drywells and rerouted underground piping in order to reduce the distance from leader downspout to the drywell. Comment#6: There was a discrepancy in the numbers that were written dowry on the site Plan and they have been corrected. The reason for the drainage calculation Area of the building being of a greater size than the lot coverage is due to we calculated roof area including overhangs. Comment#7: The discrepancy on the drainage calculations for the parking area was a typing error and has been corrected. Thank you for your time and I apologize for any inconvenience these corrections may have caused. If there is any questions or you require any additional information please call, (631) 765-1862. Sincerely Yours Sincerely Yours, Brett D. Kehl 5130 Main Bayview Road, PO Box 1675, Southold, New York 11971 phone: (631) 765- 1862 e-mail:CAmt8888Qaol.com tax: (631) 765-6820 PLANNING BOARD MEMBERS JERILYN B.WOODHOUSE ,�� ®� P.O. Box 1179 Chair �� Town Hall, 53095 State Route 25 Southold, New York 11971-0959 RICHARD CAGGIAATO ,g, Telephone (631) 765-1935 WILLIAM J. CREMERS KENNETH L. EDWARDS Fax (631) 765-3136 MARTIN H.SIDOR PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM Date: February 6, 2004 To: Planning Board Members From: Bruno Semon, Senior Site Plan Reviewe0 Re: Confirmed site visit at Sea Tow Corporate 700 Hummel Avenue Southold SCTM :1000-63-2-30.1 This site visit is scheduled for February 19, 2004 at 9160 am on site. The meeting will be with the applicant, Jamie Richter and 'Peter Harris to discuss the site conditions. Please inform me if you would like to attend the site visit. The complete file is available in the Planning Board Office for review. Thank you in advance. Cc: file, A, ph (Highway), jr (town Engineer) 97 Lj6tg . � V5 APPEALS BOARD MEMBERS Southold Town Hall 53095 Main Road Ruth D. Oliva,Chairwoman P.O.Box 1179 Gerard P. Goehringer Southold,New York 11971-0959 Lydia A. Tortom Telephone(631)765-1809 Vincent Orlando ZBA Fax(631)765-9064 James Dinizio http://southoldtown.northfork.net BOARDAPPEALS TOWN (MEMO TO: Planning Board FROM: Ruth Oliva, Chairwoman, Zoning Board of Appeals DATE: February 3, 2004 SUBJECT: Request for Comments Presently, the Board of Appeals is reviewing the following applications for a February 26, 2004 public hearing: NAME ZBA# DISAPPROVAL VARIANCE PLANS PREPARER DATE/S DATE DCE LAND 5472 8/18/02 LOT SIZE VARIANCE NLA N/A HOLDINGS 9/5/03 DUE TO PROPOSED 136-1- 12/19/03 LOT LINE CHANGE 20,21,22,24.1 OF 2 SEPARATE LOTS TOWBEE ' 5492 1/26/04 MULTIPLE USES ON N/A N/A 63-2-30.1 77,070 SQ FT The Planning Board may be involved regarding a pre-submission review under the site plan regulations of the Zoning Code. Your comments regarding this pending application are requested. By waV of a copy of this letter, the applicant is requested to submit a current site plan to Vour Department, if it hasn't already been submitted in a pre-submission review. Thank you. ECEo � � Enclosures, BD NOD, ZBA application FEB - 4 2004 cc: Martin Finnegan, Esq. 727-1767 Abigail Wickham, Esq. 298-8565 Southold Town PlanningBoar4 0 t'I APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS For.Office Use Only Fee:$ Filed By: Date Assigned/Assignment No, Office Notes: Parcel Location: House No. 2725 Street Harbor Lane Hamlet Cutchoeue 20, 21, 22 (Parcel 1-26,839;Pareel 2 SCTM 1000 Section 136_Blockl Lot(s)241 Lot Size 32,437) Zone District R-40 I (WE) APPPAr.THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED: )� U1(v; Applicant/Owner(s): TIfF Tand Ant Ain , TT('/RnAart T_ llPrncki. R_�ocable Trvst Mailing Address: 2835 Harbor Lane. Cutchogue, New York Telephone: 734-6633 NOTE: If applicant is not the owner,stale if applicant is owner's attorney,agent,architect,builder,contract vendee,W. Authorized Representative: Martin D. Finnegan, Esq. Twomey, Latham, Shea & Kelley, LLP Address: 33 West Second Street, P.O. Box 9398, Riverhead, New York 11901 Telephone: ;z 2] 8O Please specify who you wish correspondence tb be mailed to, from the above listed names: 0 Applicant/Owner(s) /' Il Authorized Representative 0 Other: WHEREBY THE BUILDING INSPECTOR DENIED AN APPLICATION DATED 8/18/03 FOR: 0 Buiiding Permit 0 Certificate of Occupancy 0 Pre-Certificate of Occupancy 0 Change of Use 0 Permit for As-Built Construction Other: Lot line modification Provision of the Zoning Ordinance Appealed. Indicate Article,Section, Subsection and paragraph of Zoning Ordinance by numbers. Do not quote the code. Article—TT—FA Seeticn 100 OSA Subsection 3 Type of Appeal. An Appeal is made for: 0 A Variance to the Zoning Code or Zoning Map. ❑ A Variance due to lack of access required by New York Town Law-Section 280-A. 0 Interpretation of the Town Code,Article Section 0 Reversal or Other A prior appeal 0 has 21 has not been made with respect to this property UNDER Appeal No. Year Page 2 of 3 - Appeal Application Part A: AREA VARIANCE REASONS (attach extra sheet as needed): (T) An undesirable change will not be produced in the CHARACTER of the neighborhood or a detriment to nearby properties, if granted, because: See Exhibit "A" (Z) The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to pursue, other than an area variance, because: See Exhibit "A°P (3) The amount of relief requested is not substantial because: See Exhibit "A" (4) The variance will NOT have an adverse effect or.impact on the physical or environmental conditions In the neighborhood or district because: See Exhibit "A" (5) Has the variance been self-created? ( ) Yes, or ( X) No. , If not, is the constructlon existing, as built? ( ) Yes, or ( ) No. (6) Additional Information about the surrounding topography ani building areas that relate to the difficulty In meeting the code requirements: (attach extra sheet as needed) This is the MINIMUM that is necessary and adequate, and at the same time preserves and protects the character of the neighborhood and the health, safety, and welfare of the community. ( ) Check this box and complete RT B, Questi ns on next page to apply USE VARIANCE STANDARDS, (Please consult yo ney.) Oth� lease roceed to the signature and notary area below. Sign ur p Iant or Authorized Agent `S� rn to b tore met ds ( ust s bmit Authorization from Owner) SWAN to PuPsllo) C.VAN CM Notary PuNio,SWe of New York No.02YAW77332 ZBA App 9rJD/D2 Qualified in Suffolk CountyZfL7,�t Commission Expires May S, TOWN OF SOUTHOLD ZONING BOARD OF APPEALS ----------------------------------------------------------------X In the Matter of the Application of DCE Land Holdings, LLC and the Robert J. Deroski Revocable Trust ---------------------------------------------------------X MEMORANDUM OF LAW OF DCE LAND HOLDINGS, LLC IN SUPPORT OF APPLICATION PRELIMINARY STATEMENT This Memorandum of Law is submitted on behalf of DCE Land Holding LLC., ("DCE") and Betty R. Deroski as Trustee of the Robert J. Deroski Revocable Trust ("Deroski") for a modification of the Lot-Line currently existing between the applicants' respective properties. DCE is the owner of the parcel identified on the Suffolk County Tax Map as No. 1000-136-1-20 (hereinafter referred to as Lot 1). Deroski is the owner of the parcels identified by Suffolk County Tax Map No. 1000-136-1-21,22 and 24.1. (hereinafter referred to as Lot 2). As depicted on the attached survey map, Lot 2 was initially comprised of sub-lots 21 and 22 only,however,those lots have merged with sub-lot 24.1 by operation of law. For the reasons set forth below, DCE and Deroski submit that the variance sought should be granted. STATEMENT OF FACTS As depicted on the attached Map, Lot 1 is currently comprised of sub lots 99-105. Lot 1 is improved with a single-family dwelling.Lot 2 is comprised, in pertinent part, of sub-lots 93-98. Lot 2 also includes sub-lot 24.1 by merger. The existing Lot-Line between Lots 1 and 2 bisects sub lots 98 and 99. With this 1 application, DCE and Deroski propose to move the existing Lot Line from its current location to the lane bisecting sub-parcels 100 and 101. (See attached map). The subject parcels are located in the Low Density Residential (R-40) Zoning District where parcels are required to be no less than 40,000 square feet. However, the majority of the neighboring lots are substandard with most being one half acre or less. Lots 1 and 2 are also substandard within the R-40 Zone. At its current dimensions, Lot 1 is 36,839 square feet. Lot 2, as a result of the merger, is currently 32,437 square feet. If the modification is approved, the resulting Lot 1 will be 30,604 square feet leaving Lot 2 larger at 38,672 square feet. As such, a variance of 23.5%is needed for Lot 1 to effectuate the Lot Line modification. The applicants request a variance from the requirements of Article IIIA of the Southold Town Code,Section 100-30A.3 which provides: �. "No building or premises shall be used and no building or part thereof shall be erected or altered in the Low Density residential R-40 District / unless the same conforms to the requirements of the Bulk Schedule and of the Parking Schedule, with the same force and effect as if such regulations were set forth herein full'. Specifically, the applicants seek a variance from the Bulk schedule which requires that any such parcel be "no less than 40,000 square feet in total size". A Notice of Disapproval reflecting these requirements was issued to the applicants on August 18,2003 and amended on September 5,2003. 2 ARGUMENT THE APPLICANTS HAVE SATISFIED THE REQUIREMENTS FOR THE ISSUANCE OF THE REQUESTED AREA VARIANCE Pursuant to Section of the Southold Town Code and Section 267-b of the Town Law, the Zoning Board of Appeals must consider in determining whether to grant an application for an area variance whether the benefit to the applicant by grant of the requested variance outweighs the detriment of the health, safety and welfare of the neighborhood or the surrounding community. When the conducting the weighing analysis set forth above, the Board is also charged with considering the following five factors: 1. Whether an undesirable change will be produced in the character of the neighborhood or detriment to nearby properties will be created by grant of the area va iance. The applicants submit that the grant for the requested variance will not create an undesirable change in the neighborhood nor a detriment to the value of nearby properties. The relief granted by the applicants is simple and straight forward. The applicants seek only to move the lot line between Lots 1 and 2 resulting in a de minimis change to the dimensions of each lot. As for Lot 1,the proposed modification will result in a parcel measuring 30,604. square feet. Since Lot 1 is improved with a single family dwelling, the modification will result in a lot which is more conforming with the character of the existing neighborhood where most lots are approximately one-half acre in size. Conversely, the resulting Lot 2, which is vacant land,will become substantially 3 conforming in the low density residence R-40 zone. The applicants can perceive no detriment to any nearby property if the variance is granted. 2. Whether the benefits sought by the applicant can be achieved by some method feasible for the applicant to pursue other than an area variance. Although the existing lots are already substandard and non-conforming, in light of the current zoning classification, the applicant cannot effectuate the proposed lot-line modification in the absence of the relief requested from the Zoning Board of Appeals. 3. Whether the requested area variance is substantial. The requested area variance is in no way substantial. The variance requested for Lot I from the 40,000 square foot requirement is 23.5%. As for Lot 2, the dimensions will actually increase to a size within 3% of y!he required square footage. 4. Whether the requested area variance will have an adverse impact on the physical and environmental conditions of the neighborhood. The requested variance will in no way have an adverse impact on the environment and will, in fact, improve the physical conditions of the neighborhood. The applicants submit that the modification will bring the improved Lot 1 into conformity with the neighboring lots which are for the most part, half-acre lots. In addition, the modification will cause Lot 2, which is now vacant to be more conforming within the R-40 zone. Since no construction is contemplated on Lot 2, the applicants perceive no immediate environmental impact. 4 5. Whether the alleged difficulty was self-created. While the applicant concedes that the low density residential district was created before they took title, it is submitted that the issue of self-creation is not determinative here. In light of the de minimis relief requested,the applicant submits that the issue of self-creation should be disregarded by the Zoning Board of Appeals CONCLUSION The applicants respectfully request that the requested variance for Lot 1 from the bulk schedule requirements be granted and the that the lot line modification be approved. The applicants submit from a planning perspective, the modification of this lot line will serve the dual purpose of maintaining the character of the surrounding community where creating a substantially conforming lot in the low density residential zone with no adverse effect or l impact on the physical or environmental conditions in the neighborhood or district. Dated: December 18, 2003 Riverhead, New York TY,LA AM, SHEA &KELLEY,LLP. BT Y, for A plicant B TIN D. FINNEGAN t Second Street P.O. Box 9398 Riverhead,NY 11901 (631) 727-2180 5 QUESTIONNAIRE FOR FILING WITH YOUR Z.B.A.APPLICATION A. Is the subject premises listed on the real estate market for sale? ❑Yes allo ffi B. Are there any proposals to change or alter land contours? ❑Yes [!�No C. 1)Are there any areas that contain wetland grasses? No 2) Are the wetland areas shown on the map submitted with this application? N/A 3) Is the property bulk:headed between the wetlands area and the upland building area? N/A 4) If your property contains wetlands or pond areas,have you contacted the office of the Town Trustees for its determination of jurisdiction? N/A D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? N/A (If not applicable, state "rda".) E. Are there any patios, concrete barriers,bulkheads or fences that east and are not shown on the survey map that you are submitting? No (If none east, please state "none".) F. Do you have any construction taking place at this time concerning your premises? No' / If yes, please submit a copy of your building permit and map as approved by the Building Department. If none,please state. Seq ' Cr. Do you or any co-owner also own other land close to this parcel? AFxbibyes, please explain where or submit copies of deeds. H. Please list present use or operations conducted at this parcel vacant r a /ter „c tines _and proposed use same Vthignature and Date Pk OfECT LD. NUNi ER m rSEQR 617.21¢ Appendix C State Environmental Quality Review SHORT ENVIRONMENTAL ASSESSMENT FORM For UNLISTED ACTIONS Only PART I—Project Information(To be complete by Applicant or Project sponsor) 1.Applicant I Sponsor 2.Project Name DCE LAND HOLDING, LLC DCE DEROSKI Lot Line Modification 3.Project location: Municipality County Southold Suffolk, 4. Precise location(Street address and road intersections, prominent landmarks,etc.or provide map) 2725 Harbor Lane, Cutchogue, NY, at intersection of Harbor and Oak Street 5.Is proposed acflon: ( )NEW ( )EXPANSION ( )MODIFICATION/ALTERATION N/A 6.Describe project briefly: Movement of Lot Line which now lies between sub-parcels 98 and 99 to the line betweensub—parcels100 and 101. 7.Amount of land affected: . - Initially acres; ultimately: acres 85 Lot 1 / .70 acres / Lot 2 initially .74 ultimately .89 8.Will proposed action comply with existing or ther westing land use restrictions:( )YES ( )NO If No,describe briefly: i The lots are substandard in the R-40 Zone but conforming with surrounding lots. 9.What Is present land use in vicinity of project: (describe): (A)Residential ( )Industrial ( )Commercial ( )Agricultural ( )Park/Forest/Open Space ( )Other 10. Does action involve a permit approval or funding,now or ultimately from any other Governmental agency,(Federal,State or Local)? 77)YES (.X)NO If Yes,list agency{s)and permil/approvals: 77 4 11.Does any aspect of the action have a currently valid permit or approval? { )YES ( )NO If Yes,list agency(s)and permiliapprovals: 12.As a result of proposed action,Will existing permillapproval require modification? ( )YES ( X)NO If Yes,list agency(s)and permlUapprovals: I certify that the information provided above is true to the best of my knowledge Applic pori ar : Ttham, .Shea'& Kelley, LLP Date: Ywomey, .La : Martin D. Finnegan .c'g��r�rre: It the actio n the Coastal Area, and you are a state agency, complete the Coastal Assessment Form before proceeding with this assess DATE: January 26, 2004 TO: Gail Wickham A/C Tow Bee LLC PO Box 1424 Mattituck, NY 11952 Please take notice that your application dated January 26,2004 For permit for a contractor's yard and building at V a Location of property: 700 Hummel Avenue, Southold, NY County Tax Map No. 1000 - Section 63 Block 2 Lot 30.1 Is returned herewith and disapproved on the following grounds: The proposed use on this 77.070 square foot lot, with two front yards, in the Ll District, isnot permitted pursuant to Article VIII, Section 100-82A, which states; "Except as otherwise provided hereon no buildings or premises shall be used and no building or part thereof shall be erected or altered in the LB District unless the same conforms to the Bulk Schedule and Parkin,and Loading Schedules incg,Mgrated into this chapter by reference, with the same force and effect as if such regulations were set forth herein in full." Bulk schedule all one use per 40 000 square feet The use,as proposed, would constitute a second use. Note to Applicant: .ny change or deviation to the above referenced !pplication; following any ZBA decision� require'Iurther review by the Southold Town Building Department. Authorized Signature CC: file, Z.B.A.;Planning Dept. Builders License No: Plumbers License No. Electricians License No. Other Trade's License No. APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS For Office Use Only Fee:$ Filed By; Daie Assigned/Assignment No. Office Notes: Parcel Location: House No. 700 Street Hummel Avenue hamlet Southold SCTM I000 Section 63 Block 2 Lot(s) 30.1 Lot Size 74053sf Zone District Ll I (WE) APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR . DATED: January 2004 ..Applicant/Owner(s): TOWBEE, LLC Mailing c/o Abigail A. Wickham Address: PO Box1424, Mattituck, NY 11952 Telephone: 631-298-8353 7 `1_,. 631-298-8565 NOTE: If applicant is not the owner;state it applicant is owner's attorney,agent,architect,builder,contract vendee,eta Authorized Representative: East End Drafting and Design Address: PO Box 1675, Southold, NY 11971 Telephone: 631-765-1862 t&`x ;631-765-6820 Please specify who you wish correspondence to be mailed to, from the above listed names: D'Applicant/Owner(s) or p Authorized Representative O Other: (Abigail A. Wickham)_ WHEREBY THE BUILDING INSPECTOR DENIED AN APPLICATION DATED 1��✓a �o f FOR: 0 Building Permit. 0 Certificate of Occupancy 0 Pae-Certificate of Occupancy 0 Change of Use 0 Permit for As-Built Construction Dual use property with insufficient area Other: Provision of the Zoning Ordinance Appealed. Indicate Article,Section, Subsection and paragraph of Zoning Ordinance by numbers. Do not quote the code. Article YM i Section 100- 3Z4 Subsection Type of Appeal. An Appeal is made for: IR A Variance to the Zoning Code or Zoning Map. 0 A Variance due to lack of access required by New York Town Law-Section 280-A. 0Interpretation of the Town Cod�e,Article Section m PQ Reversal or Other be+zr ,nel —o;v Aa+ Vav raniv, haT res, A prior appeal9daas❑has not been made with respect to this property UNDER Appeal No.535!�Year oo3 . Page 2 of 3 - Appeal Application Part A: AREA VARIANCE REASONS (attach extra sheet as needed): (1) An undesirable change will not be produced In the CHARACTER of the neighborhood or a detriment to nearby properties, If granted, because: this property has had multiple light industrial'.uses since prior to enactment of the zoning ordinance. The new office and accdessor etorasge/warehouse use on the east-si4e (Buildings 1/2/3) is new and an u ra e to rror u es (2f% bene t sought by the applicant CANNOT be achieved by some method feasible for the applicant to pursue, other than an area variance, because: the uses by more than one user .have historically continued. (3) The amount of relief requested is not substantial because: the uses in Buildings 1/2/3 will be quieter, more attractive, and self contained, and conducted inside the buildings. (4) The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: of the same reasons set forth above. (S) Has the variance been self-created? ( ) Yes, or ( X) No. If not, is the construction existing, as built? ( x) Yes, or ( ) No. Contractor warehouse/storage building on mxxkwest j sided is pre-ex. tiring; twg eCisi$I buildings on eaEt side• ole building to be removed an one renovate two o e a e as per prior A app ova . (6) Additional information about the surrounding topography and building areas that relate to the difficulty In meeting the code requirements: (attach extra sheet as needed) This is a light industrial zone which has always had multiple users; the building department believes a variance is required despite the pre-existing nature of the multiple users. This is the MINIMUM that Is necessary and adequate, and at the same time preserves and protects the character of the neighborhood and the health, safety, and welfare of the community. ( ) Check this box and complete PART 6, Questions on next page to apply USE VARIANCE STANDARDS. (Please consult your attorney.) O$ rwlse lease proceed to the signature and notary area below. Signa re of Appellant or Authorised Agent Sworn t bef me this (Agent must submit Authorisatlon from Owner) ay 200 ary Public) DONNA McGAHAN Koury Public,State of New York ZBA App 9130/02 No. 01 M04851469 Qualified in Suffolk County Commission Expires Aug. 18,2 PROJECT DESCRIPTION (Please include with Z.B.A. Application) x Applicant(s). Towbee, LLC L If buildinl7 is existing and alterations/additions/renovations are fro op sed: A. Please give the dimensions and overall square footage of extensions beyond existing building: Dimensions/size: 1)office: 60X80 2)Storage 40X70 3)covered walkways 20X15+24X5 Squarefootage: 1) 2) 3) B. Please give the dimensions and square footage of new proposed foundation areas which do not extend beyond the existing building- Dimensions/size: Square footage: II. If land is vacant: Please give dimensions and overall square footage of new construction: Dimension/size: Square footage: Height: III. Purpose and use of new construction requested in this application: office and storage- PJ. Additional information about the surrounding contours or nearby buildings that relate to the difficulty in meeting the code requirement(s): V. Please submit seven(7)photos/sets after staking comers of the proposed new construction. See prior application 7/02 Please note:Further changes, after submitting the above information, must be placed in writing and may " require a new Notice of Disapproval to show changes to the initial plans. If additional time is needed, please contact our office, or please check with Building Department (765-1802) or Appeals Department (765-1809) ifyou are not sure. Thankyou, QUESTIONNAIRE FOR FILING WITH YOUR Z.B.A.APPLICATION A. Is the subject premises listed on the real estate market for sale? D Yes EkNo B. Are there any proposals to change or alter land,contours? 0 Yes ITNo C. 1)Are there any areas that contain wetland grasses? 2)Are the wetland areas shown on the map submitted with this application? 3)Is the property bulk headed between the wetlands area and the upland building area? 4)If your property contains wetlands or pond areas,have you contacted the office of the Town Trustees for its determination of jurisdiction? D. Is there a depression or sloping elevation near the area of proposed construction of or below five feet above mean sea levePno (If not applicable, state"n/a".) B. Are there any patios, concrete barriers,bulkheads or fences that exist and are not shown on the survey map that you are submitting? (If none exist, please state "none".) Revisions proposed as per site plan — new fencing, &andscaping, etc. F. Do you have any construction taking place at this time concerning your premises? yes If yes,please submit a copy of your building permit and map as approved by the Building l Department. If none,please state. pending G. Do you or any co-owner also own other land close to this parcel? yes If yes, please explain where or submit copies of deedsparcel immediately to West H. Please list present use or operations conducted at this parcel 1)storage&contractors yards andproposeduse 2)office/storage for Seatow & contractor's s orage yard in west building to continue A/ V, ,$�VLA_1 , Z0 ' AutVrized Signature and Date Subp1ligsior, Wit.h®ut a Cover Leder Subjeeta r -7o�; c.s-et � Des �� ` colo eats: EE, cE VE FES _ O Southold Town Planning Board SITE PLAN OF PROPERTY ATSOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YOT SCTM: 1000-63-02- 30.1 AREA = 1.7693 ACRES SCALE: I" = 40® PROPERTY NOW OR FORMERLY OWNED BY TOWBEE, LLC 1560 Y® GS AVE. SOUT HOLD, DIY. 11971 SuCblk County Department of H seicas ABP�v for io a* rThan S Fmgy Ref A7r: 6�Lz/ .Flaw ®o"� Project These Plans have been reviewed for general c ante wft Suf lk County D partatent of Health Services standaards. relating to ARE ( supply and sewage disposal. Regardless of any omissions, NypRo Incons'stend0s Or lack of detail, construction is required to be in accordance with the attached permit conditions and applicable atandar&I wa Bless Wei Departmcut This approval t . e 8 renew expires 0he AN 2 2004 P � r 6 GP's Y ` PLANNING BOARD MElvl_ .RS �®$1jFFQ(f�a® JERILYN B.WOODHOUSEgym® �✓ P.O. Box 1179 Chair ® Town Hall, 53095 State Route 25 Southold, New York 11971-0959 RICHARD CAGGIANO Telephone (631) 765-1938 WILLIAM J. CREMERS KENNETH L. EDWARDS Fax (631) 765-3136 MARTIN H. SIDOR PIANNING BOARD OFFICE TOWN OF SOUTHOLD February 3, 2004 Abigail Wickham PO Box 1424 Mattituck, NY 11952 Re: Sea Tow Corporate Headquarters 700 Rummel Avenue Southold, NY 11971 SCTM# 1000-63-2-30.1 LI Zone Tear Ms.Wickham; This letter is to inform you .hat the above listed site plan application was reviewed at the Architect Review Committee (ARC) meeting held on January 29, 2004. Attached you will find a copy of the minutes from the meeting.Please review the minutes and maintain for your file. If there are any questions you can contact us at(631) 765-1938 ext.229 between the hours of 8:00 a.m. and 4:00 p.m. JRespe I ours, ,�B Se n Senior Site Plan Reviewer CC:file one, ARC minutes CHRIS MOHR LAWN AND LANDSCAPE (North Road - Cutchogue) The Committee noted that board and batten siding will be used on both buildings, meeting the condition of the approval of September 23, 2003 SEA TOW SERVICES (Boisseau Avenue -Southold) It was noted that the applicant will use groundlighting for the sign and will recess the exterior fighting into the building's soffits, fulfilling the conditions of the approval of November 6, 2003. CUTCHOGUE HARBOR MARINA (3350 West Creek Avenue -Cutchogue) in a PRE-SUBMISSION discussion, Nfir"Semon described an as-built application for the marina. The Committee requested that photographs be obtained for each elevation of the several buildings and that the usual reviews be made for buildings without certificates of occupancy and for new construction and alterations. �L&Ilul� Robert W. Keith Secretary JOSHUA Y. HORTON �$®� �®�� JAMES A. RICHTER, R.A. � SUPERVISOR � ENGINEER TOWN HALL - 53095 MAN ROAD TOWN OF SOUTHOLD,NEW YORK 11971 Fax: (516)-765-1366 ��®� ®!° Tel.(516)-765-1560 OFFICE OF THE ENGINEER TOWN of SOUTHOLD Jerilyn B. Woodhouse January 22, 2004 Chairperson - Planning Board Town Hall, 53095 Main Road Southold, New York 11971 D E C 6 Re: Sea Tow International Corporate Headquarters -SITE PLA AN 2 3 204 Hummel[Avenue & Boisseau Avenue, Southold SCTM#: 1000 —63 —02—30.1 Southold Town Dear Mrs. Woodhouse: Planning Boar As per a request from your office, I have reviewed the s 'te plan, with a revision date of 10/15/03, for the above�ferenced project. This site plan has been prepared by East End Design Associates and was cernSed by Joseph Fischetti, Jr. PE. My rP, iew comments are as follows: 1. This site plan has been reviewed with the Superintendent of Highways, Mr. Peter Harris. He has recommended and requested the installation of new curbing along the entire street frontage of both Boisseau and Hummell Avenue. This new curbing should tie into the proposed curb cuts indicated on the site plan and should be located in a manner that would align with the existing road conditions. The site plan should be modified to show lines of existing pavements and their relationship to property lines. If parking is to be permitted in the existing roadways, a new six (6') foot wide asphalt shoulder should be constructed. If a no parking zone is to be created along the existing roadways adjacent to the site, it is recommended that a new two(2')foot wide asphalt shoulder be constructed. At no point should proposed new curbing be allowed to conflict with existing travel lanes or traffic patterns. Curbing at the intersection of Boisseau and Hummell should be provided with an engineered radius to accommodate turning traffic. All proposed sidewalks should be provided with ADA compliant access ramps. 2. Building°E"is noted as existing. Required neve curbing as outlined above should extend the entire length of the site, which would include the frontage adjacent to building "E". 3. The existing street trees shown on the site plan along Boisseau Avenue should be noted as existing to remain. Any trimming of existing street trees should require the approval of the Southold Town Tree Committee. Page 1 of 2 Sea Tow Interna.,nal Corporate Headquarters January 22, 2004 SCTM#: 1000—63 —02 — 30.1 Page 2 of 2 4. Drainage Calculations have been provided for Buildings #1, #2 & #3 as well as their adjacent parking areas. Calculations did not include Building"E"or its parking area. Due to the nature of lot coverage and the overall amount of proposed construction at the site, it is recommended that additional drainage be required for this area to prevent drainage problems within the Town Right-of-Way. 5. Proposed drywells for buildings#1  appear to be a long way from building leader pipe or potential collection points. Drainage pipe extending out away from the building crossing over other utilities will be difficult to install and maintain. The location of the two proposed drywells that will contain roof run-off from these two buildings should be reviewed. 6. Drainage calculations indicate total areas for buildings#1  as 5,229 SF and 1,994 SF respectively. Lot coverage calculations indicate total areas for buildings#1  as 5,1260 SF and 2,546 SF respectively. Please request a clarification of this discrepancy. 7. Drainage calculations for parking areas #1  indicate total areas of parking lots as 15,400 SF and 14,000 SF respectively. "A° is then given as 7,380 for each. Is this a typing error? Please request a clarification of this item. 8. The Planning.Boas%d may also want to consider the requirement of a Bond for the work required within the Town right-of-way. Potential Bond items would include but not be limited to concr�(e curbing and asphalt pavement. 9. Have the Southold Fire Commissioners had the opportunity to review the scope of this project and review the number of fire hydrants located in the area? If you have any questions concerning this review or if you have any additional questions concerning this matter, please contact my office. Si rely, mes A. Richter, R. . Cv Peter Harris (Superintendent of Highways) PLANNING BOARD MEMBERS JERILYN B.WOODHOUSE �,® P.O.Box 1179 Chair ® �� Town Hall, 53095 State Route 25 Southold, New York 11971-0959 RICHARD CAGGIANO Telephone (631) 765-1935 WILLIAM J.CREMERS KENNETH L.EDWARDS �aC Fax (631) 765-3136 MARTIN H. SIDOR PLANNING BOARD OFFICE MEMORANDUM TOWN OF SOUTHOLD Date: January 30, 2004 To: Planning Board Members / - From: Bruno Semon, Senior Site Plan Reviewer -iri Re: Update on Site Plan for Sea Tow Corporate Headquarters 700 Homme! Avenue Southold, NY SCTM#:1000-63-2-30.1 This is to inform you of the status of the site plan application named above. A meeting took place to discuss the Building Inspectors Certification of this site plan with Gail Wickham, Mike Verity and myself on January 26, 2004. The following was discussed: Mike indicated the existing building known as "E" with 9,105 sq.ft warehouse can't have a second warehouse storage use, it must be viewed as a private warehouse accessory to new primary use of office. The discussion involved the actual use of building °E" in existence at this time now including Bohn Contracting a builders / contractors office and storage space. Attached is the disapproval from the building department dated January 26, 2004 for a second use of a contractors yard. Other information on site plan application: 01/29/04 - The A.R.C. voted yes on the final approval 01/22/04 - Town Engineer recommended site plan changes. 09-11-03- Town ZBA granted a variance on disapproval written by the Building Department. 12-09-03 - P.B. issued a negative declaration on the SEQRA determination. 11/14/04 - The fire district responded as adequate fire protection. Received the reference number from SCDHS still pending final approval.. The complete file is available in the Planning Board Office for review. Thank you in advance. Cc: file, vi, vs, mv, ZBA Enc. FORM NO. 3 NOTICE OF DISAPPROVAL DATE: January 26, 2004 TO: Gail Wickham A/C Tow Bee LLC PO Box 1424 Mattituck, NY 11952 Please take notice that your application dated January 26, 2004 For permit for a contractor's yard and building at Location of property: 700 Hummel Avenue, Southold,NY County Tax Map No. 1000- Section 63 Block 2 Lot 30.1 Is returned herewith and disapproved on the following grounds.' The proposed use, on this 77.070 square foot lot, with two front yards, in the LI District, is not permitted pursuant to Article VIII, Section 100-82A. which states; "Except as otherwise provided hereon, no buildings or premises shall be used and no building or part thereof shall be erected or altered in the LB Distr ct unless the same conforms to the Bulk Schedule and Parking and Loading Schedules incorporated into this chapter by reference, with the same force and effect as if such regulations were set forth herein ih full." Bulk schedule allows one use per 40,000 square feet. The use, as proposed,would constitute a second use. Dote to Applicant: Any change or deviation to the above referenced application, following any ZBA decision, may reejuirR further review by the Southold Town Building Department. r f - ✓r' ��;. AtahoM"ed Signature -- CC: file, Z.B.A., Planning Dept. � � r a• AO i7,,I t 1 IM , 7 R:l r � { X y u « s � p " h gyp♦' 4 i r a 1 i i R r b i i e A t — r k.3. r � ' 3 a � � t a $t ' i r _ a a s r. t a w � + ' i + � ..i R"• di a�— EPE. _LEF 6--, 239 8565 Til: P.Oel,eO3 maw Offices /n 6V1CMANT, MCSSLER,GORDON &GEAS,A,P.L 13015 Main Road, P.O. Box 1.424 D V Mattituck,New York 1.1952 631-298-8353 Telefax no. 631.-298-8565 AF9 t -,JOEL I Thi:,trtr mixon contuns infxmaxii-anfidenceI and/or Icea1y pnvilegcd. It Cs intondcu fgrus only LW4mit—,_ to whomr �s d',rcctcd. Fyou have reccivcd this tciccepv in error.pleaae noritb us Iey tclephuno in cd!ntely so Chasm ?-W 1 can a❑nnge for the varum orthe docntncnty in us at no M<t to you. If you do not receive etl o" ndrenl_ed; r� ilea,call as Boor m pcssiblc at the number above. nr, -- -- 9 From:�� i (� Date:—. Com'nents: 11t �r �C11 t-��ot�i 6rAy s ► �• I� � �- �pyy� 4 , s , I� Ch 5 is page one of 3 __ TOWN OF SOUTHOLD ZONING BOARD OF APPEALS ---------------------------------------------------------------------X In the Matter of the Application of DCE Land Holdings, LLC and the Robert J. Deroski Revocable Trust ----------------------------------------------------------------------X MEMORANDUM OF LAW OF DCE LAND HOLDINGS, LLC IN SUPPORT OF APPLICATION PRELIMINARY STATEMENT This Memorandum of Law is submitted on behalf of DCE Land Holding LLC., ("DCE") and Betty R. Deroski as Trustee of the Robert J. Deroski Revocable Trust ("Deroski") for a modification of the Lot-Line currently existing between the applicants' respective properties. DCE is the owner of the parcel identified on the Suffolk County Tax Map as No. 1000-136-1-20 (hereinafter referred to as Lot 1). Deroski is the owner of the parcels identified by Suffolk County Tax Map No. 1000-136-1-21, 22 and 24.1. (hereinafter referred to as Lot 2). As depicted on the attached survey map, Lot 2 was initially comprised of sub-lots 21 and 22 only, however, those lots have merged with sub-lot 24.1 by operation of law. For the reasons set forth below, DCE and Deroski submit that the variance sought should be granted. STATEMENT OF FACTS As depicted on the attached Map, Lot 1 is currently comprised of sub lots 99-105. Lot 1 is improved with a single-family dwelling. Lot 2 is comprised, in pertinent part, of sub-lots 93-98. Lot 2 also includes sub-lot 24.1 by merger. The existing Lot-Line between Lots 1 and 2 bisects sub lots 98 and 99. With this 1 application, DCE and Deroski propose to move the existing Lot Line from its current location to the line bisecting sub-parcels 100 and 101. (See attached map). The subject parcels are located in the Low Density Residential (R-40) Zoning District where parcels are required to be no less than 40,000 square feet. However, the majority of the neighboring lots are substandard with most being one half acre or less. Lots 1 and 2 are also substandard within the R-40 Zone. At its current dimensions,Lot 1 is 36,839 square feet. Lot 2, as a result of the merger, is currently 32,437 square feet. If the modification is approved, the resulting Lot 1 will be 30,604 square feet leaving Lot 2 larger at 38,672 square feet. As such, a variance of 23.5% is needed for Lot 1 to effectuate the Lot Line modification. The applicants request a variance from the requirements of Article IIIA of the Southold Town Code, Section 100-30A.3 which provides: "No building or premises shall be used and no building or part thereof shall be erected or altered in the Low Density residential R-40 District unless the same conforms to the requirements of the Bulk Schedule and of the Parking Schedule, with the same force and effect as if such regulations were set forth herein full". Specifically, the applicants seek a variance from the Bulk schedule which requires that any such parcel be "no less than 40,000 square feet in total size'. A Notice of Disapproval reflecting these requirements was issued to the applicants on August 18, 2003 and amended on September 5, 2003. 2 ARGUMENT THE APPLICANTS HAVE SATISFIED THE REQUIREMENTS FOR THE ISSUANCE OF THE REQUESTED AREA VARIANCE Pursuant to Section of the Southold Town Code and Section 267-b of the Town Law, the Zoning Board of Appeals must consider in determining whether to grant an application for an area variance whether the benefit to the applicant by grant of the requested variance outweighs the detriment of the health, safety and welfare of the neighborhood or the surrounding community. When the conducting the weighing analysis set forth above, the Board is also charged with considering the following five factors: 1. Whether an undesirable change will be produced in the character of the neighborhood or detriment to nearby_properties will be created by grant of the area vz:iance. The applicants submit that the grant for the requested variance will not create an undesirable change in the neighborhood nor a detriment to the value of nearby properties. The relief granted by the applicants is simple and straight forward. The applicants seek only to move the lot line between Lots 1 and 2 resulting in a de minimis change to the dimensions of each lot. As for Lot 1, the proposed modification will result in a parcel measuring 30,604. square feet. Since Lot 1 is improved with a single family dwelling, the modification will result in a lot which is more conforming with the character of the existing neighborhood where most lots are approximately one-half acre in size. Conversely, the resulting Lot 2, which is vacant land, will become substantially 3 conforming in the low density residence R-40 zone. The applicants can perceive no detriment to any nearby property if the variance is granted. 2. Whether the benefits sought by the applicant can be achieved by some method feasible for the applicant to pursue other than an area variance Although the existing lots are already substandard and non-conforming, in light of the current zoning classification, the applicant cannot effectuate the proposed lot-line modification in the absence of the relief requested from the Zoning Board of Appeals. 3. Whether the requested area variance is substantial. The requested area variance is in no way substantial. The variance requested for Lot 1 from the 40,000 square foot requirement is 23.50%. As for Lot 2, the dimensions will actually increase to a size within 3% of ,-he required square footage. 4. Whether the requested area variance will have an adverse impact on the nhvsical and environmental conditions of the neighborhood The requested variance will in no way have an adverse impact on the environment and will, in fact, improve the physical conditions of the neighborhood. The applicants submit that the modification will bring the improved Lot 1 into conformity with the neighboring lots which are for the most part, half-acre lots. In addition, the modification will cause Lot 2, which is now vacant to be more conforming within the R-40 zone. Since no construction is contemplated on Lot 2, the applicants perceive no immediate environmental impact. 4 5. Whether the alleged difficulty was self-created. While the applicant concedes that the low density residential district was created before they took title, it is submitted that the issue of self-creation is not determinative here. In light of the de minimis relief requested, the applicant submits that the issue of self-creation should be disregarded by the Zoning Board of Appeals. CONCLUSION The applicants respectfully request that the requested variance for Lot 1 from the bulk schedule requirements be granted and the that the lot line modification be approved. The applicants submit from a planning perspective, the modification of this lot line will serve the dual purpose of maintaining the character of the surrounding community where creating a substantially conforming lot in the low density residential zone with no adverse effect or impact on the physical or environmental conditions in the neighborhood or district. Dated: December 18, 2003 Riverhead, New York V: EY, LA AM,SHEA & KELLEY,LLP. orn for A plicant B : TIN D. FINNEGAN Second Street P.O. Box 9398 Riverhead,NY 11901 (631) 727-2180 5 QUESTIONNAIRE FOR FILING WITH YOUR Z.B.A. APPLICATION A. Is the subject premises listed on the real estate market for sale? ❑Yes C-kNo B. Are there any proposals to change or alter land contours? ❑Yes [�No C. 1) Are there any areas that contain wetland grasses? No 2) Are the wetland areas shown on the map submitted with this application? N/A 3) Is the property bulk headed between the wetlands area and the upland building arca? N/A 4) If your property contains wetlands or pond areas, have you contacted the office of the Town Trustees for its determination ofjurisdiction? N/A D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? N/A _(If not applicable, state "n/a".) E. Are there any patios, concrete barriers, bulkheads or fences that exist and are not shown on the survey map that you are submitting? No (If none exist, please state "none".) F. Do you have any construction taking place at this time concerning your premises? No _ If yes, please submit a copy of your building permit and map as approved by the Building Department. If none, please state. 't G. Do you or any co-owner also own other land close to this parcel? Sep fxhibA �t yes, please explain where or submit copies of deeds. H. Please list present use or operations conducted at this parcel var n r i ana/G rr, r roe _and proposed use same ( d th ' ed Signature and Date I SEQR 617..21 Appendix C State Environmental Quality Review SHORT INVIRONMENTAL ASSESSMENT FORM For UAUSTED ACTIONS Only PART I—Project Information (To be complete by Applicant orProjeet sponsor) 1.Applicant/Sponsor 2 Project Name DCE LAND HOLDING, LLC DCE DEROSKI Lot Line Modification 3. Project location. Municipality Gounh Southold Suffolk . 4. Precise location(Street address and road intersections, prominent landmarks,etc.or provide map) F2125 Harbor Lane, Cutchogue, NY, at intersection Harbor and Oak Street 5. Is proposed action: ( )NEW ( )EXPANSION ( )MODIFICATION/ALTERATION N/A 6. Describe project briefly: Movement of Lot Line which now lies between sub—parcels 98 and 99 to the line between an 100 and 101 . 7.Amount of land affected: Initially: acres; Ultimatelv: acres 85 Lot 1 70 acres / Lot 2 initially . 74 ultimately .89 8.Will proposed action comply with exisfing or,�ther existing land use restrictions:( )YES ( )NO If No,describe briefly: The lots are substandard in the R-40 Zone but conforming with surrounding lots. F 9.What Is present land use in vicinity of project: (descrioe): ( )Residential ( )Industrial ( )Commercial ( )Agricultural ( )ParklForesUOpen Space ( )Other 10. Does action involve a permit approval or funding,now or ultimately from any other Governmental agency,(Federal, State or Local)? ( )YES (.X) NO if Yes,list agency(s)and permft/approvals. 1 i. Does any aspect of the action have a currently valid permit or approval? ( )YES ( ) NO If Yes, Ilst agency(s)and penniUapprovals: 12.As a result of proposed action,will existing perrnit/approval require modiflcabon? If )YES ( ) NO If Yes,Ilst agency(s)and permlUapprovals: 1 certify that the information provided above Is true to the best of my knowledge 71heactio pon Ja : Twomey, Latham Shea & kellev LLP Oate: Y: Martin D. Finnegan ; / nthe Coastal Area, and you are a state agency, comviete the Coastal Assessment Form before proceeding with this assess TO: Gail Wickham A/C Tow Bee LLC DATE: January 26, 2004 PO Box 1424 Mattituck, NY 11952 Please take notice that your application dated January 26, 2004 For permit for a contractor's vard and building at J C�a V0 Location of property: 700 Hummel Avenue Southold NY County Tax Map No. 1000 - Section 63 Block 2 Lot 30.1 Is returned herewith and disapproved on the following grounds: The proposed use on this 77,070 square foot lot with two front yards, in the LI District is not Permitted pursuant to Article VIII Section 100-82A, which states "Except as otherwise Provided hereon no buildings or premises shall be used and no building or part thereof shall be erected or altered in the LB District unless the same conforms to the Bulk Schedule and Parking and Loading Schedules incorporated into this chapter by reference with the same force and effect as if such regulations were set forth herein in full." Bulk schedule allows one use per 40,000 square feet The use as proposed, would constitute a second USC. Note to Applicant: Any change or deviation to the above referenced application, following any ZBA decision,ntayy require T)urther review by the Southold Town Building Department. Authorized Signature CC: file, Z.B.A., Planning Dept. Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS For Office Use Only -- - — -- Fee:$ Filed By:- _. -- - -.. Daie Assigned/Assignment No. Office Notes Parcel Location: House No. 700 Street Hummel Avenue Hamlet Southold SCTM 1000 Section 63 Block 2 Lot(s) 30.1 Lot Size 74053sf Zone District LI I (WE) APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED: January 2004 Applicaut/Owner(s): TOWBEE, LLC Mailing c/o Abigail A. Wickham Address: PO Box1424, Mattituck, NY 11952 Telephone: 631-298-8353T , 631-298-8565 NOTE: If applicant is not the owner,stale if applicant is owner's attorney,agent,architect,builder,contract vendee,etc. Authorized Representative:, East End Drafting and Design Address: PO Box 1675, Southold, NY 11971 Telephone:_ 631-765-1862 K',631-765-6820 Please specify who you wish correspondence to be mailed to, from the above listed names: PlApplicant/Owner(s) or �] Authorized Representative El Other: (Abigail A. Wickham)- -- ---- WHEREBY TIIE BUILDING INSPECTOR DENIED AN APPLICATION DATED I FOR: ------ ❑ Building Permit. ❑ Certificate of Occupancy ❑Pre-Certificate of Occupancy ❑ Change of Use ❑ Permit for As-Built CODStracti0n Dual use property with insufficient area Other: Provision of the Zoning Ordinance Appealed, Indicate Article, Section, Subsection and paragraph of Zoning Ordinance by numbers. Do not quote the code. Article 1/) 1 Section 100- 3Z4 Subsection Type of Appeal. An Appeal is made for: Q A Variance to the Zoning Code or Zoning Map. ❑ A Variance due to lack of access required by New York Town Law-Section 280-A. ❑ Interpretation of the Town Code, Article Section Reversal or Other A prior appeal Ja las 11 has not been made with respect to this property TINDER Appeal No.S3SS Year 'Oo3 . Page 2 of 3 - Appeal Application Part A: AREA VARIANCE REASONS (attach extra sheet as needed): (1) An undesirable change will not be produced in the CHARACTER of the neighborhood or a detriment to nearby properties, if granted, because: this property has had multiple light industrial uses since prior to enactment of the zoning ordinance. The new office and acrdessor Storage/warehouse use on the east sige (Buildings 1/2/3) is new and an u ra e to rror uses (2 he bene t sought by the applicant CANNOT be achieved by some method feasible for the applicant to pursue, other than an area variance, because: the uses by more than one user have historically continued. (3) The amount of relief requested is not substantial because: the uses in Buildings 1/2/3 will be quieter, more attractive, and self contained, and conducted inside the buildings. (4) The variance will NOT have an adverse effect or impact on the physical or environmental conditions In the neighborhood or district because: of the same reasons set forth above. (5) Has the variance been self-created? ( ) Yes, or ( x ) No. If not, Is the construction existing, as built? ( x) Yes, or ( ) No. contractor warehouse/storage building on Esskwest sided is pre-exisftidng; twg egisiaa �uild;nVs on easy Asidef cie building to be removed an one renova e ; two o pp (6) Additional information about the surrounding topography and building areas that relate to the difficulty In meeting the code requirements: (attach extra sheet as needed) This is a light industrial zone which has always had multiple users; the building department believes a variance is required despite the pre-existing nature of the multiple users. - -- -- --- This is the MINIMUM that Is necessary and adequate, and at the same time preserves and protects the character of the neighborhood and the health, safety, and welfare of the community. ( ) Check this box and complete PART 8, Questions on next page to apply USE VARIANCE STANDARDS. (Please consult your afforney.) Ot rwise lease Proceed to the si nature an notary area below. Signa re of Appellant or Authorize Agent Sw rn t be&Publlc)e this (Agent must submit Authorization from Owner) ay . .... 200' ary DONNA Mo6AHAN Notary Public,State of New York zenn No. 01M04851468 PF 9/30102 Qualified In Suffolk County commission Expires Aug. 18, 2000 PROIEQ Ln. NUMBER _—_—.--__ S'EQR 617.21 Appendix C State Environmental Quality Review SHORT'ENVIRONMENTAL ASSESSMENT FORM For UNLISTED ACTIONS Only PART I —Project Information (To be complete by Applicant or Project sponsor) 1. Applicant/Sponsor 2. Project Name TOWBEE, LLC SeaTow Corporate HQ 3. Project location: Municipality County Southold Suffolk A. Precise location(Street address and road intersections,Prominent landmarks,etc.or provide map) E700 Hummel Avenue, Southold, N.Y. 11971 5. Is proposed action: ( )NEW ( )EXPANSION (x)MODIFICATION/AL`ERATION 6. Describe project briefly: P ultiple use light industrial property; one use is changing to office/accessory torage as set forth in prior application for setback and related variances 7.Amount of land affected: - Initially: acres: Ultimately: acres 77,000 sq. ft. same 8.WIII proposed action comply with eldsbng c. other ewshng land use resincilons:(X )YES ( )NO if No,describe botfly: � 9.What Is present land use in vicinity,of project (describe). (- )Residential ( )Industrial ( )Commercial —F)Agncultural ( )Park/ForesVOpen Space ( )Other Mixed light industrial, commercial and residential (single family and multiple residence) 10. Does action Involve.permit approval or funding,now or ultimately from any other Governmental agency,(Federal,State or Local)? ( )YES (g)NO If Yes, list agency(s)and permit approvals: 0 11.Does any aspect of the action have a currently valid permit or approval? ( )YES (x)NO if Yes,list agency(s)and permit/approvals: Pending; Prior ZBA approval. 12.As a result of proposed action,WIII BAsting pennlVapproval require modlAcatlon? ( )YES ( 1kN0 If Yes,list agency($)and pennit/approvals: I certify that(he Information provided above/s true to the best of my knowledge Applicant/Sponsor Name: Date: Signature: If the action Is in the Coastal Area, and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessme FORM NO. 3 NOTICE OF DISAPPROVAL DATE: February 19, 2002 AMENDED: June 19. 2003 AMENDED: June 18, 2003 AMENDED: March 10, 2003 AMENDED: April 10, 2003 TO: East End Drafting&Design A/C Tow Bee LLC PO Box 1675 Southold, NY 11971 Please take notice that your application dated January 30, 2002 For permit to construct two new buildings at Location of property: 700 Hummel Avenue, Southold,NY County Tax Map No. 1000 - Section 63 Block 2 Lot 30.1 Is returned herewith and disapproved on the following grounds: The proposed construction, on this 74,052 square foot lot, with two front yards, in the LI District, is not Permitted pursuant to Article XIV, Section 100-142, which states, "No building or premises shall be used and no building or part thereof shall be erected or altered in the LI Light Industrial District unless the same conforms to the Bulk Schedule and Parking and Loading Schedules incorporated into this chapter by reference, with the same force and effect as if such regulations were set forth herein in full." In the LI District, bulk schedule requires minimum single side Yard setback 20 feet, a minimum rear - vard setback of 70 feet and a maximum of two stories. Plans note a side Yard setback of+/- 5 feet for both proposed buildings (#1 and#3), a+/- 6-foot rear yard setback for building#3 and a portion of the building notes a third stork In addition, the Proposed construction, on a property with two front yards, is not permitted pursuant to Article XIV, Section 100-143.A. and Section 100-143.C., which state, "Structures shall be set back at least one hundred(100) feet from the right-of-way," and "A proiect shall be divided into separate structures so that no single structure shall have more than sixty(60) linear feet of frontage on one (1) street. The setbacks of multiple structures on a parcel may vary, provided that the average setback of the structures meets the setback required above and all buildings are at least seventy-five(75) feet from the right-of-way." The proposed construction notes a+/- 60 foot setback (building#1) from the right of way(Hummel Avenue) and notes 220 feet of linear frontage on Hummel Avenue and+/- 80 of linear frontage on Young's Avenue. In addition, the average setback, including existing structures is 90 feet. This Notice of Disapproval was amended on March 10, 2003, to reflect a new site plan, submitted by the applicant. This Notice of Disapproval was amended on April 10, 2003, to reflect ZBA interpretation #4708, dated July 22, 1999. As a result, references to linear frontage on Boisseau Avenue have been omitted. This Notice of Disapproval was amended on June 18, 2003, to reflect construction drawings submitted to the building department on June 18, 2003. This Notice of Disapproval was amended on June 19, 2003 to address the issue of linear frontage on Young's Avenue. Note to Applicant: Any change or deviation to the above referenced application,following any ZBA decision, may r re further review by the Southold Town Building Department. f Authorized —I nature CC: file, Z.B.A. FORM NO. 3 NOTICE OF DISAPPROVAL DATE: February 19, 2002 AMENDED: June 18, 2003 AMENDED: March 10, 2003 AMENDED: April 10, 2003 TO: East End Drafting &Design A/C Tow Bee LLC PO Box 1675 Southold, NX 11971 Please take notice that your application dated January 30, 2002 For permit to construct two new buildings at Location of property:700 Hummel Avenue, Southold,NY County Tax Map No. 1000- Section 63 Block 2 Lot 30.1 Is returned herewith and disapproved on the following grounds: The proposed construction, on this 74,052 square foot lot, with two front yards, in the LI District, is not permitted pursuant to Article XIV, Section 100-Y 2, which states, "No building or premises shall be used anti no building or part thereof shall be erected or altered in the LI Light Industrial District unless the same conforms to the Bulk Schedule and Parking and Loading Schedules incorporated into this chapter by reference, with the same force and effect as if such regulations were set forth herein in full." In the LI District bulk schedule requires minimum single side yard setback 20 feet, a minimum rear yard setback of 70 feet and a maximum of two stories. Plans note a side Yard setback of+/- 5 feet for both proposed buildings (#1 and#3) a+/- 6-foot rear vard setback for building#3 and a portion of the building notes a third stork In addition, the proposed construction, on a property with two front yards, is not permitted pursuant to Article XIV,Section 100-143.A. and Section 100-143.C., which state, "Structures shall be setback at least one hundred (1001 feet from the right-of-wav," and"A project shall be divided into separate structures so that no single structure shall have more than sixty(60) linear feet of frontage on one (1) street. The setbacks of multiple structures on a parcel may vary, provided that the average setback of the structures meets the setback required above and all buildings are at least seventy-five (75) feet from the right-o£-way." The proposed construction notes a+/-60 foot setback (building#1) from the right of way(Hummel Avenue) and notes 220 feet of linear frontage on building#1 (Hummel Avenue). Li addition, the average setback, including existing structures is 90 feet. This Notice of Disapproval was amended on March 10, 2003, to reflect a new site plan, submitted by the applicant. This Notice of Disapproval was amended on April 10, 2003, to reflect ZBA interpretation #4708, dated July 22, 2999. As a result, references to linear frontage on Boisseau Avenue have been omitted. This Notice of Disapproval was amended on June 18, 2003, to reflect construction drawings submitted to the building department on June 18, 2003. Note to Applicant: Any change or deviation to the above referenced application, following any ZDA d ay Zrequircreview by the 3oatthold Lown I$uilding Department. Aut orized CC: file, Z.B.A. i x FORM NO. 3 NOTICE OF DISAPPROVAL, DATE: February 19, 2002 AMENDED: March 10 2003 AMENDED: April 10, 2003 TO: East End Drafting&Design A/C Tow Bee LLC PO Box 1675 Southold,NY 11971 Please take notice that your application dated January 30, 2002 For permit to construct two new buildings at Location of property: 700 Hummel Avenue, Southold,NY County Tax Map No. 1000 -Section 63 Block 2 Lot 30.1 Is returned herewith and disapproved on the following grounds: The proposed construction, on this 74,052 square foot lot, with two front yards, in the LI District, is not permitted pursuant to Article XIV, Section 100-142, which states, "No building or premises shall be used and no building or part thereof shall be erected or altered in the LI Light Industrial District unless the same conforms to the Bulk Schedule and Parking and Loading Schedules incorporated into this chapter by reference, with the same force and effect as if such regulations were set forth herein in full." In the LI District, bulk schedule requires minimum single side yard setback 20 feet, a minimum rear yard setback of 70 feet. Plans note a side yard setback of+/- 5 feet for both proposed buildings (41 and #3) and a+/- 6-foot rear yard setback for building 93. In addition the proposed construction,on a property with two front wards, is not permitted iursuam to Article XIV, Section 100-143.A. and Section 100-143.0., which state, "Structures shall be set back at least one hundred (100) feet from the right-of-way," and"A project shall be divided into separate structures so that no single structure shall have more than sixty(60) linear feet of frontage on one (1) street. The setbacks of multiple structures on a parcel may vary, provided that the average setback of the structures meets the setback required above and all buildings are at least seventy-five (75) feet from the right-of-way." The proposed construction notes a+/- 60 foot setback (building#1) from the richt of way�Hummel Avenue) and notes 220 feet of linear frontage on building#1 (Hummel Avenue),, In addition, the average setback, including existing structures is 90 feet. This Notice of Disapproval was amended on March 10, 2003, to reflect a new site plan, submitted by the applicant. This Notice of Disapproval was amended on April 10, 2003, to reflect ZBA interpretation #4705,dated July 22, 1999.As a result, references to linear frontage on Boisseau Avenue have been omitted. Vote to Applicant: Any change or deviation to the above referenced application,following any ZBA decision, may require further review by the Southold Town Building Department. Authorize Sign e CC: file, Z.B.A. FORM NO. 3 NOTICE OF DISAPPROVAL DATE: February 19; 2002 AMENDED: March 10,2003 TO: Bast End Drafting&Design A/C Tow Bee LLC PO Box 1675 Southold, NY 11971 Please take notice that your application dated January 30, 2002 For permit to construct two new buildings at Location of property: 700 Hummel Avenue, Southold, NY County Tax Map No. 1000 - Section 63 Block 2 Lot 30.1 Is returned herewith and disapproved on the following grounds: The proposed construction, on this 74,052 square foot lot,with two front yards LI District, is not�ermitted pursuant to Article XIV, Section 100-142. which states. "No building or premises shall be used any no building or part thereof shall be erected or altered in the LI Light Industrial District/anless the same conforms to the Bulk Schedule and Parking and Loading Schedules incorpoated into this chapter by reference, with the same force and effect as if such regulations were set forth herein in full." In the LI District, bulk schedule requires minimum single side yard setback 20 feet, a minimum rear ward setback of 70 feet. Plans note a side yard setback of+{- 5 feet for both proposed buildings (#1 and #3) and a+/- 6-foot rear yard setback for building#3. In addition.the proposed construction, on a property with two front yards, is not permitted pursuant to Article XIV, Section 100-143.A. and Section 100-143.C., which state, "Structures shall be set back at least one hundred (100) feet from the right-of-way," and "A project shall be divided into separate structures so that no single structure shall have more than sixty(60) linear feet of frontage on one (1) street. The setbacks of multiple structures on a parcel may vary, provided that the average setback of the structures meetsthe setback required above and all buildings are at least seventy-five (75) feet from the right-of-way." The proposed construction notes a+/- 60 foot setback (building#1) from the right of way(Hummel Avenue) and notes 80 feet of linear frontage on building#1 (Boisseau Avenue) and 70 feet of linear frontage (Hummel Avenue) on building#3 In addition the average setback including existing structures is 90 feet. This Notice of Disapproval was amended on March 10, 2003, to reflect a new site plan, submitted By the applicant. 1\Tote to Applicant:Any change or deviation to the above referenced application,following any ZBA dccisi_on, ma r quir�cf then review by the Southold Town Building Department. L J: Author �ignature CC: file, Z.B.A. FORM NO. 3 NOTICE OF DISAPPROVAL, DATE: February 19, 2002 TO: East End Drafting&Design A/C Tow Bee LLC PO Box 1675 Southold, NY 11971 Please take notice that your application dated January 30, 2002 For permit to construct two new buildings at Location of property: 700 Hummel Avenue, Southold,NY County Tax Map No. 1000-Section 63 Block 2 Lot 30.1 Is returned herewith and disapproved on the following grounds: k -2 ( 1`19 9 Therrooposed construction on this 74,052 square foot lot in the LI District is not permitted pursuant to Article XIV, Section 100-142, which states, "No building or premises shall be used and no building or part thereof shall be erected or altered in the LI Light Industrial District unless the same conforms to the Bulk Schedule and Parking and Loading Schedules incorporated into this chapter by reference, with the same force and effect as if such regulations were set forth herein in full." In the LI District bulk schedule requires minimum sin le side and setback 20 feet, a minimum rear yard setback of 70 feet. Plans note a side vard setback o5 deet for both proposed buildings (#1 and#3) and a,6-fpot rear yard setback for building#3. In addition the proposed construction on a property with two front yards, is not permitted pursuant to Article XIV, Section 100-143.A. and Section 100-143.C., which state, "Structures shall be setback at least one hundred (100) feet frorn the right-of-way," and"A proiect shall be divided into separate structures so that no single structure shall have more than sixty 60) linear feet of frontage on one (1) street. The setbacks of multiple structures on a -parcel may vary, provided that the average setback of the structures meets the setback required above and all buildings are at least seventy-five (75) feet from the right-of-way \\ The proposed construction notes a'6()lfoot setback(building#1)from the right of way and-notes-4!1 'go feet of linear frontage on buildmR#1 and 70 feet of linear fronta e on building#3 In addition the average setback includinR existin structures is 90 feet. jss �re �, V mMc V fie) Note to Applicant: Any change or deviation to the above referenced application, following any ZBA decision, may require further review by the Southold Town Building Department. Q�7z6 Authorized Signature CC: file, Z.B.A. FORM NO.3 NOTICE OF DISAPPROVAL DATE: February 15, 2002 TO: East End Drafting &Design A/C Tow Bee LLC PO Box 1675 Southold, NY 11971 Please take notice that your application dated January 30, 2002 For permit to construct a new building at Location of property: 1560 Young's Avenue, Southold,NY County Tax Map No. 1000 - Section 63 Block 2 Lot 28 Is returned herewith and disapproved on the following grounds: The Droposed construction on this 49,706 square foot lot in the LI District, is not permitted pursuant to Article XIV, Section 100-142, which states, "No buildings or premises shall be used and no building or part thereof shall be erected or altered in the LI Light Industrial District unless the same conforms to the Bulk Schedule and Parking and Loading Schedules incorpeated into this chapter by reference, with the same force and effect as if such regulations were�,k forth herein in full." In the LI District,bulk schedule requires maximum lot coverage of 30 percent. Plans note total lot coverage as being 40.34erg cent. In addition the proposed construction on a property with two front yards, is not permitted pursuant to Article XIV, Section 100-143.A. and Section 100-143.C.,which state, "Structures shall be set back at least one hundred (1001 feet from the right-of-waw' and "A project shall be divided into separate structures so that no single structure shall have more than sixty(60) linear feet of frontage on one (1) street. The setbacks of multiple structures on a parcel may vary, provided that the average setback of the structures meets the setback required above and all buildings are at least seventy-five 75) feet from the right-of-way." The proposed construction notes a setback of 6 feet from the right of way and note 150 feet of linear frontage. In addition, the average setback, including existing structures, is 12 feet. Note to Applicant: Any change or deviation to the above referenced application, following any ZBA decisi may require further review by the Southold Town Building Department. C Authorized Si ature CC: file, Z.B.A. LAW OFFICES V6 WICKHAM,BRESSLER,GORDON&GEASA,P.C. 13015 MAIN ROAD, P.O.BOX 1424 WILLIAM WICKHAM(06-02) MATTITUCK,LONG ISLAND ERIC J.BRESSLER NEW YORK 11952 275 BROAD HOLLOW ROAD ABIGAIL A.WICKHAM SUITE 111 LYNNE M.GORDON MELVILLE, NEW YORK 11747 JANET GEASA 631-298-8353 ---- TELEFAX NO.631-298-8565 631-249-9480 wwblaw@aol.com TELEFAX NO.631-249-9484 January 27, 2004 _ Southold Town Planning Board E C E � U E Post Office Box 1179 53095 Main Road JAN 2 9 20004 Southold,New York 11971 Re: Sea Tow Corporate Fl 1000-63-2-30.1 Southold Town Q PlanningBoar3 Ladies/Gentlemen: Please be advised that Towbee, LLC is agreeable to the conditions recommended by the ARC at its 11/6/03 meeting: Signage to be ground lit and of colonial appearance. Exterior lighting on the building to be recessed soffit lighting. The plans will reflect the above conditions. Very truly yours, Abigail A. Wickham AAWldm 30/shdpbl cc: Towbee,LLC East EndDra,/ltng LAW OFFICES WICKHAM,BRESSLER,GORDON&GEASA,P.C. 13015 MAIN ROAD. P.O.BOX 1424 WILLIAM WICKHAM(06-02) MATTITUCK,LONG ISLAND ERIC J.BRESSLER NEW YORK 11952 275 BROAD HOLLOW ROAD ABIGAIL A.WICKHAM SUITE 111 LYNNE M.GORDON MELVILLE, NEW YORK 11747 JANET GEASA 631-298-8353 ---- TELEFAX NO.631-298-8565 631-249-9480 wwhlaw@aol.com TELEFAX N0.631-249-9484 January 27, 2004 Southold Town Planning Board Post Office Box 1179 ] 53095 Main Road i 2 S to Southold,New York 11971 Re: Sea Tow Cor ®rage H3 1000-63-2-30.1 Southold Town 1� Q PlamingBoar3 Ladies/Gentleien: Please be advised that Towhee,LLC is agreeable to the conditions recommended by the ARC at its 11/6/03 meeting: Signage to be ground lit and of colonial appearance. Exterior lighting on the building to be recessed soffit lighting. The plans will reflect the above conditions. Very truly yours, Abigail A. Wickham AAW/dm 30/shdpbl cc: Towbee,LLC East EndDrafting cY bimisslon Without a Cover Letter lv Sender. ` C:7 Subjech SCTM#. 100' if 1 Date.- if Coaaa eats: . . .. .. . . 1 ss $;Uthaid Town Plaonirg Bear, PLANNING BOARD MEMBERS JERILYN B.WOODHOUSE �® ®� P.O. Box 1179 Chair �� Town Hall, 53095 State Route 25 Southold, New York 11971-0959 RICHARD CAGGIANO d. _r7y Telephone (631) 765-1938 WILLIAM J.CREMERS ® KENNETH L.EDWARDS Fax (631) 765-3136 MARTIN H. SIDOR ���1 ®� PIANNING BOARD OF'F'ICE TOWN OF SOUTHOLD January 23,2004 Abigail Wickham PO Box 1424 Mattituck,NY 11952 Re: Town Engineers letter on the site plan for Sea Tow Corporate Headquarters_ 700 Hummel Avenue Southold,NY 11971 SCTM# 1000-63-2-30.1 Dear Ms. Wickham, Enclosed you will find a copy of the letter dated January 22, 2004 from the Southold / Town Engineer. Please review the enclosed letter and comments. Please revise the site plan as required based on the comments of the Town Engineer. Submit the revised site plan to the Planning Board for review; we will need the revision to continue the site plan process. The file records indicate that we are still waiting for acceptance of the A.R.C. condition from the meeting on November 6, 2003. Please respond to the letter dated November 14, 2003. For your review enclosed you will find a response from the SCDHS during the SEQRA review. If there are any questions you can contact us at (631) 765-1938 x229 between the hours of 8:00 a.m. and 4:00 p.m. Respectful y yours; �? Bruno mon Senior Site Plan Reviewer CC:file,ph enc. i 60UTH040 0 Is NG SOUTHOLD FIRE DISTRICT P.O. BOX 908. SOUTHOLD, N.Y. 11971 November 13, 2003 (631) 765-4305 FAX (631) 765-5076 Pier. Bruno Semon E E V E Senoir Site Plan Reviewer Southold Town Planning Board NoV 14 ZOO PO Box 1179 Southold, NY 11971 '5c" F t'o e-ec %, h;e g'u' ?� t 5 les Southold Tawn Re: SCTM# 1000-63-2-30.1; Towbee LLC. rammngBUM Dear Bruno: Please be advised that the Board of Fire Commissioners has reviewed the above mentioned map and found that there is adequate fire protection for this site plan. This letter is valid fc,,r one year. Sincerely, ���►-�IIG CSV b�-- Cynthia Caprise Fire District Secretary PI ANNING BOARD MEMBERS �®gUFFOg�� JERILYN B.WOODHOUSE off® ®� P.O. Box 1179 Chair �� Town Hall, 53095 State Route 25 ® Southold, New York 11971-0959 RICHARD CAGGL9N0 Telephone (631) 765-1938 WILLI.9M J. CREMERSKENNETH L. � Fax(631) 765-3136 MARTIN HESIIDORDS ®� PIANNING BOARD OFFICE MEMORANDUM TOWN OF SOUTHOLD Date: January23, 2004 To: James A. Richter, R.A., Engineer From. Bruno Semon, Senior Site Plan Review Re: information on the Site Plan for Sea Tow International Corporate Headquarters. Southold, NY SCTM# 1000-63-2-30.1 Zoned Li Status: Active site plan pending final approval. In reference to the above and in response to your question on the report dated January 22, 2004, attached you will find a copy of the Southold Fire Districts letter dated November 13, 2003. For your information your report dated January 22, 2004 was sent to Gail Wickham requesting a revised site plan. Thank you in advance. Cc: file,pb Enc. JOSHUA Y. H RT N ay ,JAMES A. RICHTER, R.A. SUPERVISOR E1®'GII9TEEIt TOWN HALL - 53095 MAN ROAD 5 TOWN OF SOUTHOLD,NEW YORK 11971 Fax. (516)-765-1366 ��®� ®�' Tel.(516)-765-1560 OFFICE OF ME ENGINEER TOWN OF SOUTHOLD Jerilyn B. Woodhouse January 22,2004 Chairperson - Planning Board Town Hall, 53095 Main Road 2 - — Southold, New York 11971 ES Re: Sea Tow International Corporate Headquarters—SITE PLA JAN, 2 3 c004 Hummell Avenue & Boisseau Avenue, Southold SCTM #: 1000—63—02—30.1 SoutWd Town Dear Mrs. Woodhouse: PlanningBoarr As per a request from your office, I have reviewed the site plan, with a revision date of 10/15/03, for the above referenced project. This site plan has been prepared by East End Design Associates and was certified by Joseph Fischetti, Jr. PE. My review comments are as follows: 1. This site plan has been reviewed with the Superintendent of Highways, Mr. Peter Harris. He has recommended and requested the installation of new curbing along the entire street frontage of both Boisseau and Hummel] Avenue. This new curbing should tie into the proposed curb cuts indicated on the site plan and should be located in a manner that would align with the existing road conditions. The site plan should be modified to show lines of existing pavements and their relationship to property lines. If parking is to be permitted in the existing roadways, a new six (6') foot wide asphalt shoulder should be constructed. If a no parking zone is to be created along the existing roadways adjacent to the site, it is recommended that a new two(2')foot wide asphalt shoulder be constructed. At no point should proposed new curbing be allowed to conflict with existing travel lanes or traffic patterns. Curbing at the intersection of Boisseau and Hummell should be provided with an engineered radius to accommodate turning traffic. All proposed sidewalks should be provided with ADA compliant access ramps. 2. Building°E"is noted as existing. Required new curbing as outlined above should extend the entire length of the site, which would include the frontage adjacent to building °E". 3. The existing street trees shown on the site plan along Boisseau Avenue should be noted as existing to remain. Any trimming of existing street trees should require the approval of the Southold Town Tree Committee. Page 1 of 2 Sea Tow Interna,..anal Corporate Headquarters January 22, 2004 SCTM#: 1000—63— 02—30.1 Page 2 of 2 4. Drainage Calculations have been provided for Buildings #1, #2 & #3 as well as their adjacent parking areas. Calculations did not include Building"E"or its parking area. Due to the nature of lot coverage and the overall amount of proposed construction at the site, it is recommended that additional drainage be required for this area to prevent drainage problems within the Town Right-of-Way. 5. Proposed drywells for buildings#1  appear to be a long way from building leader pipe or potential collection points. Drainage pipe extending out away from the building crossing over other utilities will be difficult to install and maintain. The location of the two proposed drywells that will contain roof run-off from these two buildings should be reviewed. 6. Drainage calculations indicate total areas for buildings#1  as 5,229 SF and 1,994 SF respectively. Lot coverage calculations indicate total areas for buildings#1  as 5,060 SF and 2,546 SF respectively. Please request a clarification of this discrepancy. 7. Drainage calculations for parking areas #1 & #2 indicate total areas of parking lots as 15,400 SF and 14,000 SF respectively. "A" is then given as 7,380 for each. Is this a typing error? Please request a clarification of this item. 8. The Planning Board may also want to consider the requirement of a Bond for the work required within the Town right-of-way. Potential Bond items would include but not be limited to concrete curbing and asphalt pavement. 9. Have the Southold Fire Commissioners had the opportunity to review the scope of this project and review the number of fire hydrants located in the area? If you have any questions concerning this review or if you have any additional questions concerning this matter, please contact my office. Si Lrely, 6 mes A. Richter, R.A. Cc. Peter Harris (Superintendent of Highways) Semon, Brun® To: Verity, Mike; Richter, Jamie Cc: Scopaz, Valerie Subject: Sea Tow Corporation SCTM 63-2-30.1 Site Plan Hi Mike and Jamie, This is to inform you of a typo error on the memo I sent dated October 23, 2003. The Engineer listed on the memo is Warren Sambach and the certification on the plan is by Joseph Fischetti, Jr. dated 08/06/03 and last revised 10/15/03. Please refer to this plan for your reviews and attach this to reflect the memo typing error. Thank You Bruno I Serra®n, Bruen® From: WWBLAW@aol.com Sent: Tuesday, January 06, 2004 11:23 AM To: bruno.semon@town.southold.ny.us Subject: Towhee -SeaTow Corp. HQ Site Plan The SCDHS Reference number for this project is C10-03-0013 . I - understand that all matters have .been submitted and the engineer is . ..awaiting approval. I have left a message for Mike Verity on the building certification and a message for Jaimey Richter on the highway and drainage report. Confidentiality Notice This message is intended exclusively for the individual or entity to which it is addressed. . . This communication may contain information that is proprietary, privileged, confidential or otherwise legally exempt from disclosure. If you are not the named addressee, you are not authorized to read, print, retain, copy or disseminate this message or any part of it. . If you have .received this message in error, please notify the sender immediately either by phone or reply to this e-mail and delete all .copies of .this message. 1 PLANNING BOARD MEMBERS 0 BENNETT ORLOWSKI,JR. ��®� V, P.O. Box 1179 Chairman ® Town Hall, 53095 State Route 25 y Southold, New York 11971-0959 RICHARD CAGGIANO Telephone(631) 765-1938 WILLIAM J.CREMERS Fax(631) 765-3136 KENNETH IINxED®ARns MARTIN PLANNING BOARD OF'FICF TOWN OF SOUTHOLD December 9, 2003 Abigail Wickham, Esq. P.O. Box 142 Mattituck, NY 11952 Re: Proposed Site Plan for Sea Tow Corporate Headquarters Located on a 1.7693 acre parcel at the intersection of Hummel Ave. & Boisseau Ave., on the southeast corner, in Southold SCTM#1000-63-2-30.1 Zoning District: LI Dear Ms. Wickham: The following resolution was adopted by the Southold Town Planning Board at a meeting held on Monday, December 8, 2003: WHEREAS, the applicant is proposing a site plan for a news 19,540 sq. ft. three-story office building (Building #1), renovation of an existing 3,519 sq. ft. warehouse (Building #2), a new 2,800 sq. ft. warehouse (Building #3), a new loading dock of 696 sq. ft. and an existing building with 9,105 sq. ft. of warehouse (Building E) on a 1.7693 acre parcel in the LI Zone located in Southold; and WHEREAS, a formal application for approval of this site plan was submitted on June 30, 2003; and WHEREAS, the Southold Town Zoning Board of Appeals granted a variance with conditions as described under Appeal Number 5355 and dated September 11, 2003; and WHEREAS, on October 24, 2003, the Southold Town Planning Board started the lead agency coordination process on this Unlisted Action; and WHEREAS, on December 1, 2003, the Suffolk County Department of Health responded with no objection to the Town of Southold Planning Board assuming lead agency status; therefore, be it Sea Tow Corporate Headquarters Page Two— 12/9/03 RESOLVED that, on December 8, 2003, the Southold Town Planning Board, acting under the State Environmental Quality Review Act, performed a coordinated review of this Unlisted Action. The Planning Board establishes itself as lead agency, and as lead agency, makes a determination of non-significance and grants a Negative Declaration. Enclosed is a copy of the Negative Declaration for your records. Please contact this office if you have any questions regarding the above. Very truly yours, Bennett Orlowski, Jr. Chairman Encl. PLANNING BOARD MEMBERS BENNETT ORLOWSKI,JR. ® ®�j P.O.Box 1179 Chairman Town Hall, 53095 State Route 25 CA Southold, New York 11971-0959 RICHARD CAGGIANO y, Telephone (631) 765-1938 WILLIAM J.CREMERS ® Fax(631) 765-3136 KENNETH L. DS MARTIN H.SIIDOR PI,ANNING BOARD OFFICE TOWN OF SOUTHOLID State Environmental Quality Review NEGATIVE DECLARATION Notice of Determination Non-Significant December 8, 2003 This notice is issued pursuant to Part 617 of the implementing regulations pertaining to Article 8 (State Environmental Quality Review Act) of the Environmental Law. The Southold Town Planning Board, as lead agency, has determined that the proposed action described below will not have a significant effect onhe environment and a Draft Environmental Impact Statement will not be prepared. - Name of Action: Proposed Site Plan for Sea Tow Corporate Headquarters' SCTNI#e 1000-63-2-30.1 Location: 700 Hummel Avenue, Southold, IVY SEAR Status, Type i ( ) Unlisted (X) Conditioned Negative Declaration: Yes ( ) No (X) Description of Action: This proposed site plan is for Sea Tow Corporate Headquarters and includes a new 19,540 sq. ft. three-story office building (Building #1), renovation of an existing 3,519 sq. ft. warehouse (Building #2), a new 2,800 sq. ft warehouse (Building #3), a loading dock of 696 sq. ft. and an existing building with 9,105 sq. ft. of warehouse (Building E) on a 1.7693 acre parcel in the LI Zone located at the intersection of Hummel Avenue and Boisseau Avenue, on the southeast corner, in Southold. SCTM#1000-63-2-30.1 Reasons Supporting This Determination: An Environmental Assessment Form has been submitted and reviewed and it was determined that no significant adverse effects to the environment were likely to occur should the project be implemented as planned. SEQR Negative Declaration - Page Two There has not been any correspondence received from the Town of Southold Building Department, Town Highway Department, Town of Southold Trustees, Town of Southold Zoning Board of Appeals, or Southold Town Board in the allotted time. Therefore, it is assumed that there are no comments or objections from these agencies. There has not been any correspondence received from the Suffolk County Department of Planning in the allotted time. Therefore, it is assumed that there are no comments or objections from that agency. The correspondence received from the Department of Health Services Office on November 21, 2003 stated no objection to the Town of Southold assuming lead agency status. The applicant has made an application to SCDHS, Reference Number c10-03- 0013 and will require approval from Suffolk County Department of Health Services prior to final Planning Board approval. Therefore, it is assumed that there objections from that agency. There has not been any correspondence received from the Suffolk County Water Authority Office in the allotted time. Therefore, it is assumed that there are no comments or objections from that agency. i The correspondence rec7fved from the Suffolk County Department of Public Works on July 29, 2003 stated this department has no objection to the Town assuming lead agency status. The applicant will have to comply with the requirements of Suffolk County Department of Public Works curb cut permit process as required. Therefore, it is assumed that there are no comments or objections from that agency. For Further Informations ContactPerson: Bruno Semon, Senior Site Plan Reviewer Address: Southold Town Planning Board Telephone Number: (631)765-1938 (x 229) cc: Southold Town Zoning Board of Appeals Southold Town Building Department Southold Town Board Southold Superintendent of Highways Suffolk County Planning Department Suffolk County Department of Health Services Suffolk County Water Authority COUNTY OF SUFFOLK ® � I6� ROBERT J. GAF'FNEY SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES LINDA MERMELSTEIN,M.D.,M.P.H. ACTING COMMISSIONER November 21, 2003 Bruno Semon, Senior Site Plan Reviewer V E Planning Board Office P.O. Box 1179 Town Hall, 53095 State Rte. 25 0 E C - ; K0 Southold,New York 11971-0959 $outhoiQl TM RE: Sea Tow Corporate Headquarters Planain BoarR SCTM#: 1000-63-2-30.1 Dear Mr. Semon: The Suffolk County Department of Health Services (SCDHS; "Department") has received your letter dated October 27, 2003, concerning the above-referenced project. The Department has no objection to the Planning Board assuming lead agency. Based on a review of the subject coordination, the Department offers the following comments. However,the Department wishes to reserve its right to provide more detailed information within the continent period(s) established for this action. These continents should not be construed as an implicit SCDHS approval or rejection of the project. All applications are reviewed thoroughly with respect to Suffolk County Sanitary Code concerns by appropriate departmental personnel when SCDHS applications are completed. 1. SANITARY CODE A. Article VI Application Status: ' Our agency has received an application for the above-referenced project on September 11, 2003 (HD Ref# C10 03 0013), as required by Article VI of the Suffolk County Sanitary Code. The applicant was sent a notice of non-conformance on November 5, 2003 because the proposed sanitary flow does not meet SCDHS density requirements. A request for a variance will need to be submitted to the Review Board. The applicant was also notified that the application is also incomplete pending the submission of additional technical information including: ® location of test holes, *DIVISION OF ENVIRONMENTAL QUALITY o OFFICE OF ECOLOGY o RIVERHEAD COUNTY CENTER o RIVERHEAD NY 11901-3397 o - Phone(631)852-1077 Fax(631)852-2743 ® completed sections 4 & 5 of the application, ® certificate of authorization, and ® revised site plans. The applicants must comply with the requirements of the Suffolk County Sanitary Code and relevant construction standards for water supply and sewage disposal. Design and flow specifications, subsurface soil conditions, and complete site plan details are essential to the review of this project. These considerations are reviewed completely at the time of SCDHS application. B. SCDHS Jurisdiction The SCDHS maintains jurisdiction over the final location of sewage disposal and water supply systems. The applicant, therefore, should not undertake the construction of either system without Health Department approval. Thank you for the opportunity to review this application. If you have any questions, please feel free to contact the Office of Ecology at 852-2077. Sincerely, 14f- Mara Hogan Environmental Environmental Analyst Office of Ecology MH/anf PC: Kimberly Shaw Walter Hilbert, P.E. PLANNING BOARD MEMBI ; ®gUFF0 ® BENNETT ORLOWSKI,JR. P.O.sox 1179 Chairman < Town Hall, 53095 State Route 25 Southold, New York 11971-0959 RICHARD CAGGIANO Telephone (631) 765-1938 WILLIAM J.CREMERS ® Fax(631) 765-3136 MARTIN L. SDORD5 PLANNING BOARD OFFICE TOWN OF SOYJ'1HOLD November 14, 2003 Abigail Wickham PO Box 1424 Mattituck,NY 11952 Re: Sea Tow Corporate Headquarters 700 Hummel Avenue Southold,NY 11971 SCTM# 1000-63-2-30.1 LI Zone Dear Ms. Wickham, This letter is to inform you that the above listed site plan application was reviewed at the Architect Review Committee(ARC) meeting held on November 6, 2003. Attached you will find a copy of the minutes from the meeting.Please review the minutes and inform us in writing if the conditions are acceptable. If there are any questions you can contact us at (631) 765-1938 ext. 229 between the hours of 8:00 a.m. and 4:00 p.m. Respectfully Yo 40, r Bruno' Mon Sea�or Site Plan Reviewer CC:file one. ARC minutes ®k3TH S R c 4'®PSCC` S TJT ®L® FARE IESTMCT P.O. BOX 908. SOUTHOLD, N.Y. 11971 November 13, 2003 (631) 765-4305 FAX (631) 765-5076 Mr. Bruno Sernon E C E E Senoir Site Plan Reviewer Southold Mown Planning Board n°v PO Sox 1179L'`' Southold, NY 11971 —,)e uc. ,..,a ,r ,�— ;..` � N. �:',.r�, ���p�,r>�`�. Southold TaWn Re: SCT # 1000-63-2-30.1; Towbee LLC. Planning Boa Dear Bruno: Please be advised that the Board of Fire Commissioners has reviewed the above mentioned reap and found that there is adequate fire protection for this site plan. This letter is valid for one year. Sincerely, Cynthia Caprise Fire District Secretary SOUTHOLD TOWN ARCHITECTURAL REVIEW COMMITT E C �( November 6, 2003 The ARC met at Town Hall at 4:30 p.m.. Members present were Garrett A. Strang, Co-Chairman. NOV 1 0 20103 Robert I. Brown, Co-Chairman Herbert Adler, Jr.,Landmarks Preservation Committee Southold Town Howard Meinke; Cutchogue Planning Board Robert Keith, Mattituck, Secretary Also present were Bruno Semon of the Planning Board staff, Merlon E. Wiggin for Brewer Boat Yard, Joseph J. Frohnhoefer II, Joseph J. Frohnhoefer 111, Brett Kehl and Gail Wickham for Seatow Services; and Thomas McCarthy for Mattituck Self Storage. Moved by Robert Brown and seconded by Garrett Strang, it was RESOLVED to APPROVE the MINUTES of the meeting of September 23, 2003. Vote of the Committee: Ayes all. BREWER YACHT YARD (Manhasset Avenue - Greenport) Moved by Robert Brown and seconded by Garrett Strang, it was RESOLVED to APPROVE the APPLICATION with the CONDITIONS that color samples be submitted, the roof penetrations be located on the southeast corner of the building, the screened air conditioning unit be located on the east side and that the cricket be larger and more visible. Vote of the Committee: Ayes all. Applicants are reminded that deviations from approved plans without the review and approval of the Architectural Review Committee will cause recision of the original approval and may negatively impact securing the Certificate of Occupancy. SEA TOW SERVICES`(Boisseau Avenue - Southold) Moved by Howard Meinke and seconded by Herbert Adler, it was RESOLVED to APPROVE the APPLICATION with the CONDITIONS that the signage be ground lit and of colonial appearance and that the exterior lighting be recessed soffit righting. Vote of the Committee' Ayes All. Applicants are reminded that deviations from approved plans without the review and approval of the Architectural Review Committee will cause recision of the original approval and may negatively impact securing the Certificate of Occupancy. Submission Without a Cover letter Sender: Eos; F-No DF-519K 4&SOC-, Subject. 5F-4-ate/ SCTM#. 1000- Date- 1(- 05-03 Comments: EC:Southald 5 2=003 Town 8earr. iH PIE T END DESIGN ASSOCIATES, >LLc custom re 0l tial&commercial desgn o site planning 11-04-03 ATTENTION: SOUTHOLD'TOWN PLANNING BOARD ANIS THE SOUTH®LD TOWN ARCIIITECTUAL REVIEW BOARD REFERENCE: MATERIALS TO BE USED DURING CONSTRUCTI®N OF SEA TOW INTERNATIONAL.IIEADQUATERS 700 Hummel Avenue Southold,NY. 11971 SCTM# 1000-63-2-30-1 ATT:Bruno Semon This letter is to give you the answers to the questions that are requested by the ARB. Sea Tow International building will be an office building and warehouse for files Fire separation will be provided between the new and existing construction Building to he constructed of Insulated Concrete Forms(ICF) Concrete Floors—Concrete to be poured over C-deck Siding- hardy Plank—with Cabots solid body stain- Linen Windows—Andersen TW double hung or equal—White Shutters—Raised panel—Forest Careen Brick—Nova Brick, 2-tone (Colonial Brown and Colonial Red) Exterior doors—Metal or fiberglass (Therma—Tru)—Forest Green Exterior trim—fypon or equal- White Balcony Rails, Fypon railing system, Railing# 129001, 129101,Balusters# 129236 Newel Post, 124700, Post Cap, 131700 - White Garage Boors on loading dock—raised panel ins. steel doors—Aluma Sheild Industries Inc.- White Garage Doors on warehouse flush panel ins. steel doors -White Roof—Metal with vertical ribs—Aluma Sheild-Evergreen Lighting—all lighting to be considered low landscape Lghting with exception of recessed lighting that will be in soffits around perimeter of building. Exterior Signage is to be free standing with built-in lighting to provide low glare not to effect neighboring properties. Heating and Cooling will be provided using hydronic high efficiency(14 Seer) units Roof penetration—all roof vents are to be located on the southwest corner of the roof Fence on North, South and West fence lines are to be 6'-0"pre-existing green vinyl coated chain link. Column: HB&G round smooth column. White 5130 Main Bayview Road , PO Box 1675, Southold, New York 11971 phone: (631) 765-1862 e-mail:CArm8888@aol.com fax: (631) 765-6820 / u J. BEAST END DESIGN ASSOCIATES, t.rr �i`'u�! custom rmld f'wl&commer id design a site Planning Corner Boards: 5/4"Azek built up corners with insert(3/4"quarter round) Fascia: Fypon mldg. (Crown Mldg. #151200) 8"height,projection 7-3/4" - White Window and Door Beads: Fypon- Beaded Crosshead Series#852000 Frieze Board: Fypon Dentil Cornice Mldg. # 090800 mounted on 5/4"Azek Frieze board. Front Balcony: Decking to be used will be Lock Ivry"The One Step Roof Decking System"- White Sincerely Yours, Vett D. Kehl i 5130 Main Bayview Road , PO Box 1675, Southold, New York 11971 phone: (691) 765- 1862 e-mail:CA,rm8888Qaol.com fax:(631) 765-6820 PLANNING BOARD MEMBERS ®SAFF04�, ® BENNETT O I,JR. ,�® C��� Chairrmmanan P.O. Box 1179 Town Hall, 53095 State Route 25 ® C* Southold, New York 11971-0959 RICHARD CAGGIANO 0-®1 dys - Telephone (631) 765-1935 WILLIAM J.CREMERS Fax (631) 765-3136 KENNETH L. MARTIN H.SIDORDS PLANNING BOARD OFFICE TOWN OF SOUTHOLID October 27, 2003 Re: Lead Agency Coordination Request Dear Reviewer: The purpose of this request is to determine under Article 8 (State Environmental Quality Review Act-SEQRA) of the Environmental Conservation Law and 6 NYCRR Part 617 the following: 1. Your jurisdiction in the action described below; 2. Your interest in assuming the responsibilities of lead agency; and 3. Issues of concern which you believe should be evaluated. Enclosed please find a copy of the proposal and a completed Environmental Assessment Form (EAF) to assist you in your response. Project Name: Sea Tow Corporate Headquarters Located at the intersection of Hummel Avenue and Boisseau Avenue, on the southeast corner, in Southold. SCTM#1000-63-2-30.1 Zone: LI Light Industrial District Requested Actin: This proposed site plan is for Sea Tow Corporate Headquarters and includes a new 19,540 sq. ft. three-story office building (Building #1), renovation of an existing 3,519 sq. ft. warehouse (Building #2), a new 2,800 sq. ft warehouse (Building #3), a loading dock of 696 sq. ft. and an existing building with 9,105 sq. ft. of warehouse (Building E) on a 1.7693 acre parcel in the LI Zone located at the intersection of Hummel Avenue and Boisseau Avenue, on the southeast corner, in Southold. SCTM#1000-63.-2-30.1 SEQRA Classification: O Type I ( x ) Unlisted e 68220 1 Appendix A 4{ r State Environmental anality Review a FULL ENVIRONMENTAL ASSESSMENT F JUN 3 0 2003 Purpose: The full EAF is designed to help applicants and agencies determine, in an orderly anne ,whether a project or acti be significant. The question of whether an action maybe significant is not always easy to nsw entl ,there are as acts f a project that are subjective or unmeasurable. It is also understood that those who determin significance g so for I knowledge of the environment or may not be technically expert in environmental analysis. Meth'yrrtkave knowled e in one pafticular area may not be aware of the broader concerns affecting the question of significance. The full EAFisintended to provide a method whereby applicants and agencies can be assured that the determination process has been orderly, comprehensive in nature, yet flexible enough to allow int pction of information to fit a project or action. . ; Full EAF Components: The full EAF is comprised of three parts: Part 1: Provides objective data and information about a given project and its site. By identifying basic project data,it assists a reviewer in the analysis that takes place in Parts 2 and 3. Part 2: Focuses on identifying the range of possible impacts that may occur from a project or action. It provides guidance as to whether an impact is likely to be considered small to moderate or whether it is a potentially-large impact. The form also identifies whether an impact can be mitigated or reduced. Part 3: if any impact in Part 2 is identified as potentially-large,then Part 3 is used tr±evaluate whether or not the impact is actually important. THIS AREA FOR LEAD AGENCY USE ONLY DETERMINATION OF SIGNIFICANCE -- Type 1 and Unlisted Actions Identify the Portions of EAF completed for this project: Part 1 ED Part 2 Part 3 Upon review of the information recorded on this EAF(Parts 1 and 2 and 3 if appropriate),and any other supporting information,and considering both the magnitude and importance of each impact, it is reasonably determined by the lead agency that: A. The project will not result in any large and important impact(s) and, therefore, is one which will not have a significant impact on the environment,therefore a negative declaration will be prepared. B. Although the project could have a significant effect on the environment,there will not be a significant effect for this Unlisted Action because the mitigation measures described in PART 3 have been required, therefore a CONDITIONED negative declaration will be prepared.* C. The project may result in one or more large and important impacts that may have significant impact on the environment, therefore a positive declaration will be prepared. *A Conditioned Negative Declaration is only valid for Unlisted Actions Name of Action Name of Lead Agency Print or Type Name of Responsible Officer in Lead Agency 'Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(If different from responsible officer) website Date Page 1 of 21 17. Is the site served by existing public utilities? Yes No !:$ a. If YES,does sufficient capacity exist to allow connection? Yes No b. if YES, will improvements be necessary to allow connection? es No 18. Is the site located in an agricultural di ict certified pursuant to Agriculture and Markets Law, Article 25-AA, Section 303 and 304? Yes Nlc 19. is the site located in or substantial) co iguous to a Critical Environmental Area designated pursuant to Article 8 of the ECL, and 6 NYCRR 617? Yes No' o - 20. Has the site ever been used for the disposal of solid or hazardous wastes? Yes 0'NoF ® S. .Project Description I. . Physical dimensions and scale of project(fill in dimensions as appropriate). O a. Total contiguous acreage owned or controlled by project sponsor: t•� I rl acres. IMIb. :Project acreage to be developed: �V I acres initially; "� acres ultimately. c. Project acreage to remain undev����e,,,,loped:__F_acres. d. Length of project, in miles: (if appropriate) e: . If the project is an expansion, indicate percent of expansion proposed. % f. Number of off-street parking spaces existing proposed 3 /_ g. Maximum vehicular trips generated per hour: (upon completion of project)? h. If residential: Number and type of housing units: One Family Two Family Multiple Family Condominium Initially . ..Ultimately [' I. Dimensions (in feet) of largest proposed structure: 5 height; ® width; 150 length. j. Linear feet of frontage along a public thoroughfare project wilt occupy is? 133 ft. 2. How much natural material (i.e. rock,earth, etc.) will be removed from the site? tons/cubic yards. 3. Will disturbed areas be reclaimed Yes No N/A W a. If yes, for what intended purpose is the site being reclaimed? b. Will topsoil be stockpiled for reclamation? 11 Yes No c. Will upper subsoil be stockpiled for reclamation? Yes No 4. How many acres of vegetation (trees;shrubs, ground covers) will be removed from site? - v acres. Page 5 of 21 2. What is the zoning classification(s) of the site? 3. -What is the maximum potential development of the site if developed as permitted by the present zoning? 4. What is the proposed zoning of the site? - 5. What is the maximum potential development of the site ifdeveloped as permitted by the proposed zoning? 6. Is the proposed action consistent with the recommended uses in adopted local land use plans? Yes No 7. What are the predominant land use(s) and zoning classifications within a Y. mile radius of proposed action? Nl��i�•� ���� 6� � ( 'S A 'kik Uses 8. Is the proposed action compatible with adjoining/surrounding land uses with a A mile? Yes No 9. If the proposed action is the subdivision of land, how many lots are proposed? a. What is the minimum lot size proposed? Page 9 of 21 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact impact Project Change • Construction or expansion of a sentarylandfill. E M ®Yes No Construction in a designated floodway. M M Yes No Other impacts: Yes No None Known 2. Will there bean effect to any unique or unusual land forms found on the site?(i.e.,cliffs,dunes,geological formations,etc.) El NO YES Specific land forms: El ®Yes No rone Known Impact on Water - . . 3. Will Proposed Action affect any water body designated as protected? (Under Articles 15,24,25 of the Environmental Conservation Law, ECL) NO ®YES Examples that would apply to column 2 Developable area of site contains a protected water body. Yes ® No Dredging more than 100 cubic yardsof material from channel of El Yes El No a protected stream. Extension of utility distribution facilities through a protected water M FlYes No body. _Construction in a designated freshwater or tidal wetland. El F1Yes t]No Other impacts: 0 Yes ® No te-77 wn 4. Will Proposed Action affect any non-protected existing or new body of wate�r? [E]NO YES :Examples that would apply to column 2 A 10%increase or decrease in the surface area of any body of Yes No water or more than a 10 acre increase or decrease. Construction of a body of water that exceeds 10 acres of surface ® Yes No area. • Other impacts:. . . El []Yes m. No None Known Page 12 of 21 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change • The Proposed Action would disrupt or prevent installation of ® Yes e�No .agricultural land management systems(e.g.,subsurface drain lines,outlet ditches,strip cropping);or create a need for such measures(e.g.cause a farm field to drain poorly due to Increased runoff). f Other impacts:. . El ID Yes ® No None Known IMPACT ON AESTHETIC RESOURCES 11. Will Proposed Action affect aesthetic resources?(If necessary,use the Visual EAF Addendum in Section 617.20,Appendix B.) [ENO ®YES Examples that would apply to column 2 �9 Proposed land uses.,or project components obviously different L,,,;tYes °' No from or in sharp contrast to current surrounding land use patterns,whether man-made or natural. • Proposed land uses,or project components visible to users of 0 0 Yes El No aesthetic resources which will eliminate or significantly reduce - their enjoyment of the aesthetic qualities of that resource. Project components that will result in the elimination or Yes FBINo significant screening of scenic views known to be important to - the area Other impacts: 11 0 Elves No None Known IMPACT ON HISTORIC AND ARCPAEOLOGICAL RESOURCES 12. Will Proposed Action impact any site or structure of historic, prehistoric or paleontological importance? [DNO rl YES Examples that would apply to column 2 Proposed Action occurring wholly or partially within or El Yes p_ No substantially contiguous to any facility or site listed on the State or National Register of historic places. • Any impact to an archaeological site or fossil bed located within 0 0 El Yes M No the project site. Proposed Action will occur in an area designated as sensitive El Yes F No for archaeological sites on the NYS Site Inventory. Page 16 of 21 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact impact Project Change • Proposed Action will set an important precedent for future Yes E]No projects. • Proposed Action will create or eliminate employment. El ®Yes No Other impacts: Dyes [DNo None Known 20. Is there,or is there likely to be,public controversy related to potential adverse environment impacts? [D NO ®YES If Any Action in Part 2 Is Identified as a Potential targe Impact or If you Cannot Determine the Magnitude of Impact,.Proceed to Part 3 Page 20 of 21 PLANNING BOARD MEMBERS BENNETT ORLOWSKI,JR. ,Z,® P.O.Box 1179 Chairman � Town Hall, 53095 State Route 25 ® Southold, New York 11971-0959 RICHARD CAGGIANO Telephone (631) 765-1938 WILLIAM J.CREMERS KENNETH L.EDWARDS Fax(631) 765-3136 MARTIN H. SIDOR PLANNING BOARD OF'FICE TOWN OF SOUTHOLD October 28, 2003 Abigail Wickham, Esq. P.O. Box 142 Mattituck, NY 11952 Re: Proposed Site Plan for Sea Tow Corporate Headquarters Located on a 1.7693 acre parcel at the intersection of Hummel Ave. & Boisseau Ave., on the southeast corner, in Southold _SCTM#1000-63-2-30.1 Zoning District: Li Dear Mrs. Wickham: The following resolution was adopted by the Southold Town Planning Board at a meeting held on Monday, October 27, 2003: WHEREAS, the applicant is proposing a site plan for anew 19,540 sq. ft. three-story office building (Building #1), renovation of an existing 3,519 sq. ft. warehouse (Building #2), a new 2,800 sq. ft. warehouse (Building #3), a new loading dock of 696 sq. ft. and an existing building with 9,105 sq. ft. of warehouse (Building E) on a 1.7693 acre parcel in the LI Zone located in Southold; and WHEREAS, a formal application for approval of this site plan was submitted on June 30, 2003; and WHEREAS, the Southold Town Zoning Board of Appeals granted a variance with conditions as described under Appeal Number 5355 and dated September 11, 2003; therefore BE IT RESOLVED that the Southold Town Planning Board start the lead agency coordination process on this Unlisted Action. Please contact this office if you have any questions regarding the above. Very truly yours, Sennett Orlowski, Jr. f Chairman is 135 ' 1 tiff < •vin05.JMR 1 { 4 ^ ) J ..- N, -- r -' �rt T - I✓::. t - "yly t � 1' n i f �,. -- JKs r. A .� - - .�.� rr _ .a x OM Y Ra '`� >. . ,. EAST FRONT ELEVATION (FACES BOISSEAU AVENUE) MAY 16 2003 Southold TOVIR plannin Board ;' r LLc custom 2 dential S aamrnerdal design®0a planning . 10-24-03 To: Southold Town Planning Board From: East End Design Associates LLC. (Brett Kehl) Ref: Tow Bee/Sea Tow SCTM# 1000-63-02-30.1 Enclosed you will find(4) stamped sets of the surveys that are required to be included with the Sea Tow Planning Board files. If there is any questions or you require any additional information please call, (631) 765-1862. Sincerely Yours �Br chi �r17 _ Southold sown . plannmgBoard 5130 Main Boyview Road, PO Box 1675, Southold, New York 11971 phone: (631) 765- 1862 e-mail:CArm8888@aol.com fax:(631) 765-6820 PLANNING BOARD MEM13ERS BENNETT OR.LOWSKI,JRP.O.Box 1179 Town Hall, 53095 State Route 25 Chairman roe, Southold, New York 11971-0959 RICHARD CAGGIANO eD, Telephone (631) 765-1935 WILLIAM J.CREMERS ® Fax(631) 765-3136 MARTIN H.KENNETH L. SIDORDS ° ®� PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 23, 2003 Abigail Wickham PO Box 1424 Mattituck,NY 11952 SCTM# 1000-63-2-30.1 Bear Ms. Wickham: Enclosed please find six site plans dated 7/30/03. These are either outdated/void or duplicates. Very truly yours, Bruno Semon Sr.Site Flan Reviewer Enc. PLANNING BOARD MFIVMERS BENNETT ORLOWSKI,JR. �® ®� P.O.Box 1179 Chairman �� Town Hall, 53095 State Route 25 Southold, New York 11971-0959 RICHARD CAGGL9N0 Telephone (631) 765-1938 WILLIAM J.CREMERS ® Fax (631) 765-3136 KENNETH HH.SIORs MARTIN NG BOARD OFFICE MEMORANDUM TOWN OF SOUTHOLD Date: October 23, 2003 To: Michael Verity, Principal Building Inspector From: Bruno Semon, Senior Site Plan Reviewe Re: Revised Site Plan for Sea Tow International Corporate Headquarters. Southold, IVY SCTM# 1000-63-2-30.1 Zoned LI Status`. Active site plan with ZBA approval number 5355 dated 9/11/03 currently on for the Planning Board to start the lead agency coordinated process on the unlisted action at the 10/27/03 special meeting. In reference to the above, attached you will find a revised site plan. The Site Plan refects the current proposed build out of this site. Please compare this site plan for variations to the relief granted in ZBA# 5355 and the disapprovals issued by your department. This site plan is for a new 19540 sq. ft. three story office building (building #1), renovate an existing 3,519 sq.ft. warehouse( building #2), new 2,800 sq.ft warehouse (building #3), loading dock of 696 sq.ft .and an existing building with warehouse of 9,105 sq.ft. on 1.7693 acres parcel in the LI Zone(s) located at the located at the intersection of Hummel Avenue and Boisseau Avenue on the southeast comer in Southold. SCTM#(s) 1000-63.-2-30.1 Please place the site plan prepared by Warren Sambach, dated 05/12/03 and 07/30/03 on the side and review for comments, concerns and certification. The Site Plan enclosed is for your records and does not need to be returned to the Planning Board. Thank you in advance. y A Cc: fife Enc.: 1 Site plan certified y Warren Sambac ; dated 08/06/03. PLANNING BOARD MEMBERS BENNETT ORLOWSKI,JR. � ®� P.O. Box 1179 Chairman �� Town Hall, 53095 State Route 25 Southold, New York 11971-0959 RICHARD CAGGIANO Telephone (631) 765-1938 WILLIAM J.CREMERS KENNETH L.EDWARDS Fax(631) 765-3136 MARTIN H.STDOR, PLANNING BOARD OFFICE MEMORANDUM TOWN OF SOUTHOLD Date: October 23, 2003 To: James A. Richter, R.A,, Engineer Frcm: Bruno Semon, Senior Site Plan Reviewer4/ Re: Revised Site Plan for Sea Tow International Corporate Headquarters. Southold, IVY SCTM# 1000-63-2-30.1 Zoned LI Status: Active site plan with ZBA approval number 5355 dated 9/11/03 currently on for the Planning Board to start the lead agency coordinated process on the unlisted action at the 10/27/03 special meeting. In reference to the above, attached you will find a revised site plan. The Site Plan reflects the current proposed build out of this site. This site plan is for a new 19540 sq. ft. three story office building (building #1), renovate an existing 3,519 sq.ft. warehouse( building #2), new 2,800 sq.ft warehouse (building #3), loading dock of 696 sq.ft .and an existing building with warehouse of 9,105 sq.ft. on 1.7693 acres parcel in the t-I Zone(s) located at the located at the intersection of Hummel Avenue and Boisseau Avenue on the southeast corner in Southold. SCTIVI#(s) 1000-63.-2-30.1 Please place the site pian prepared by Warren Sambach, dated 05/12/03 and 07/30/03 on the side and review for approval the new one attached. The Site Plan enclosed is for your records and does not need to be returned to the Planning Board. Thank you in advance, Cc: file - Enc.: 1 Site plan certified Warren Sambac , dated 08/06/03. Subuds-sl®rt Witkoul a Cover Letter Sender. "-S7 subject. tv c i t�� S� A- 1000- Date. comments: EIV Saa:fie9d Teves �Sanning Sazrd Submission, Without a Coder Letter sender. ;E/4Jt Subjech 6-A �to � �b s � &AQe- SC7' a 1000- Z- 36, 1 /7- Comments: 7-C® en@se Ne Z-r[ LSE w 3 -1f Southold Toga Plannin Board Subiptission Without a Cover Letter S bjectr SCT a ,fOOO- Darte. j' �a 1_7 c u { , 7 7q¢7q¢7q¢ p o ^mgBoard 1 ' 1 ' 6' WE A- --"C0 'EASPILL CORPORATE HEADQUARTERS BOISSEAU AVE., SOUTHOL9 NEWY .� f q LIGHTED SIGN DETAILS EAST END DESIGN ASSOCIATES LLC. 10-01-03 5130 Main Bayview Road Southold NY. 11971 TO: PLANNING BOARD (Southold Town) FROM: EAST END DESIGN ASSOCIATES LLC. (Brett) REF: SEA TOW HEADQUARTERS SITE PLAN 700 Hummel Avenue Southold,NY. 11971 SCTM# 1000-63-2-30-1 Dear Bruno Semon This letter is to give you the answers to the questions that is requested by the ARC. Sea Tow International building will be an office building and warehouse for files Fire seperation will be provided between the new and existing construction Building to be constructed of insulated Concrete Forms (ICF) Concrete Floors—Concrete to be poured over C-deck Siding - hardy Plank—with Cabots solid body stain—Colonial Yellow Windows—Andersen TW double hung or equal—Forest Green Shutters—Raised panel—Forest Green Brick—Nova Brick—2 tone (Colonial Brown and Colonial Red) Exterior doors—Metal or fiberglass—Forest Green Exterior trim—fypon or equal- White Balcony Rails—aluminum— White Garage Doors on loading dock—raised panel ins. steel doors—White Garage Doors on warehouse—flush panel ins. steel doors -White Roof—Metal with vertical ribs—Evergreen Lighting—all lighting to be considered low landscape lighting with exception of recessed lighting that will be in soffits around perimeter of building. Exterior Signage is to be free standing with built-in lighting to provide low glare not to effect neighboring properties. Pleating and Cooling will be provided using hydronic high efficiency(14 Seer) units Roof penetration—all roof vents are to be located on the southwest comer of the roof Fence on North, South and West fence lines are to be 69-0"pre-existing green vinyl coated chain link. Sin rely 9u'rs, , Brett D. ffi PLANNIING BOARD MEMBERS BENNETT ORLOWSKI,JR. ��,®oO ®�� P.O.Box 1179 Chairman Town Hall, 53095 State Route 25 Southold, New York 11971-0959 RICHARD CAGGIANO y, e�y Telephone (631) 765-1935 WILLIAM J.CREMERS ® Fax(631) 765-3136 KENNETH L.MARTIN HED®ARDS PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 15, 2003 Cynthia Caprise, Secretary Southold Fire District B.O. Box 908 Southold, New York 11971 Dear Ms. Caprise: Enclosed please find one (1) survey, dated 7/30/03,for the site plan for Towbee LLC., 700 Hummel Avenue; southwest corner of Hummel and Boisseau Avenue, Southold. SCTM#1000-63-2-30.1 The enclosed site plan is being referred to you for fire access review and for your recommendations as to whether any fire- wells are needed. Blease specify whether farewells are shallow or electric, O The enclosed subdivision is being referred to you for your recommendation at to whether any firewalls are needed. Please specify whether firewells are shallow or electric. Thank you for your cooperation. Very truly yours, Bruno Semon Senior Site Plan Reviewer enc. PLANNING BOARD MEMBERS ®$UFF94�, BENNETT ORLOWSKI,JR. ®� ®� P.O. Box 1179 Chairman �� Town Halt, 53095 State Route 25 ® RICHARD CAGGIANO Southold, New York 11971-0959 �. +9r Telephone (631) 765-1938 WILLIAM J.CREMERS ® Fax(631) 765-3136 KENNETH L.MARTIN HES DS DOR PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 14, 2003 Abigail Wickham PO Box 1424 Mattituck,NY 11952 Re: Sea Tow Corporate Headquarters 700 Hummel Avenue Southold,NY 11971 SCTM# 1000-63-2-30.1 Dear Ms. Wickham, It was a pleasure to speak with you today. For your information the next Planning Board Work Session to discuss this project is October 20, 2003. We are in receipt of the new site plans dated July 7, 2003 submitted to the Planning Department on October 9, 2003. The site plan application materials will be held until the site plan is revised as follows: 1. Please have the engineer revise the plan to meet the Town Code requirements for the corresponding parking as required. 2. Please add all the items missing on the site as discussed with East End Drafting on October 14, 2003. After you revise the site plan, submit it to the Planning Board with a cover letter. If there are any questions you can contact us at(631) 765-1802 between the hours of 8:00 a.m. and 4:00 p.m. Respe 1 ours, ,Brun ' em Senior Site Plan Reviewer CC:file PIANNTNG BOARD MEMBERS ® ® BENNETT ORLOWSKI,JR. P.O. Box 1179 Chairman ® �� Town Ball, 53095 State Route 25 Southold, New York 11971-0959 RICHARD CAGGIANO T earn elephone (631) 965-1938 WILLKENNETH J. EDWAR S ® Fax(631) 765-3136 MARTIN x SIDORDS ®� PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM Date: October 14, 2003 To: Michael Verity, Principal Building Inspector From: Bruno Semon, Senior Site Plan Reviewer, y Re: Revised Site Plan Certification for a Sea Tow International. Southold, IVY SCTM# 1000-63-2-30.1 Zoned LI Status: Active site plan with ZBA approval number 5355 dated 9/11/03. In reference to the above, attached you will find a site plan. The Site Plan reflects the current proposed build out of this site. This site plan is for a new 16,918 sq. ft. two-three story office building, renovate an existing 3,519 sq.ft. warehouse, new 2,800 sq.ft warehouse and loading dock of 696 sq.ft. on 1.7693 acres parcel in the LI Zone(s) located at southwest corner of Hummel Avenue and Boisseau Avenue in Southold. Please review for comments, concerns and certification. Please place the site plan prepared by Warren Sambach, dated 05/12/03 on the side and certify the new one attached. The Site Plan enclosed is for your records and does not need to be returned to the Planning Board. Thank you in advance. Cc: file Enc.: 1 Site plan certified by Warren Sambach, dated 07/30/03. PLANNING BOARD MEMBERS BENNETT ORLOWSKI,JR. P.O.Box 1179 Chairman VI Town Hall, 53095 State Route 25 �y Southold, New York 11971-0959 RICHARDCAGGL9N0 Telephone (631) 765-1938 WILLIAM J. CREMERS KENNETH L.EDWARDS Fax (631) 765-3136 MARTIN H.SIDOR PLANNING BOARD OFFICIE MEMORANDUM TOWN OF SOUTHOLD Date. October 14, 2003 To: James A. Richter, R.A., Engineer From: Bruno Semon, Senior Site Plan Reviewer Re: Revised Site Plan for Sea Tow International. Southold, NY SCTM# 1000-63-2-30.1 Zoned LI Status: Active site plan with ZBA approval number 5355 dated 9/11/03. In reference to the above, attached you will find a site plan. The Site Plan reflects the current proposed build out of this site. This site plan is for a new 16,918 sq. ft. two-three story office building, renovate an existing 3,519 sq.ft. warehouse, new 2,800 sq.ft warehouse and loading dock of 696 sq.ft. on 1.7693 acres parcel in the LI Zone(s) located at southwest corner of Hummel Avenue and Boisseau Avenue in Southold. Please review for comments, concerns and approval. Please place the site plan prepared by Warren Sambach, dated 05/12/03 on the side and approve the new one attached. The Site Plano enclosed is for your records and does not need to be returned to the Planning Board. Thank you in advance. Cc: file Enc.: 1 Site plan certified by Warren Sambach, dated 07/30/03. LAW OFFICES WICKHAM, BRESSLER, GORDON & GEASA, P.C. 13015 MAIN ROAD, P.O.BOX 1424 WILLIAM WICKHAM(06-02) MATTITUCK,LONG ISLAND ERIC J.BRESSLER NEW YORK 11952 275 BROAD HOLLOW ROAD ABIGAIL A.WICKHAM SUITE 1II LYNNE M.GORDON MELVILLE, NEW YORK 11747 JANET GEASA 631-298-8353 TELEFAX NO.631-298-8565 . .631-249-9480 wwblaw@aol.com .TELEFAX NO.631-249-9484 October 7, 2003 Attn: Bnnno Semon Southold Town Planning Board Post Office Box 1179 53095 Main Road Southold,New York 11971 Re: Towhee, LLC—Site Plan Application OCT ® 9 2003 Sea Tow Corporate HS 700 Hummel Avenue, Southold, NY Southold Towyn SCTM# 1000-63-2-30.1 Planmyaaard Dear Brunn Enclosed please find seven stamped sets of the site plan for the above stated property. You have previously received two, for a total of nine. I have left word with Damon to speak to Nuke Verity first thing on Tuesday about a preliminary certification, and will call him early Tuesday to see if he can get you his response before the meeting so we may proceed with the SEQRA process. Thank you for your assistance. Very truly yours, r F fr €�C"` �/✓w Abigail A. Wickham AAW/1b 30/shdpbsit Encl. Submission Without a Cover Letter Sera,dea°e Subject® RCTM#. 1000- Date: G® gttse 'y0SN" ai.a •.E Q{M �ggq - SouthDid 2ax� Ffan r.SSaard Subutission Without a C®uer Letter eraerr t> s� t� r6l Ski . Subject - ,SCS' #r 1000- , Comments: cmc- tE. PAA-6 g—y,i� /•f u..Jl� 1. L-/�., 4��re-- 0..✓3LY f�'gyr�. �.-SiL�� !✓t�— :cam .��� f L'Ci s f 1�✓1if-moi l -iii"� "r � rs�-"S' C) c c c A APPEALS BOARD MEMBERS Southold Town Hall Lydia A. Tortora, Chairwoman 53095 Main Road Gerard P. Goehringer W P.O. Box 1179 George Horning � Southold,New York 11971-0959 Ruth D. Oliva ��� ��0� ZBA Fax (631) 765-9064 Vincent Orlando Telephone (631) 765-1809 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATiO n� MEETING OF SEPTEMBER 11,2003 CSF 2uv3 Appl. No. 5355 -TOWBEE.LLC Property Location: 700 Hummel Avenue, Southold;CTM #1000-63-2-3 1. $authold Tawe Piano ;Beatd SEQRA DETERMINATION: The Zoning Board of Appeals has visited a property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions,without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 74,052 sq.ft. parcel has frontage along two streets: Hummel Avenue to the north and Boisseau Avenue to the east, in Southold. The widest frontage of the property along Boisseau Avenue is 156.10 feet, and 639.17 feet along Hummel Avenue. The westerly lot line runs 105.05 feet deep to the Long Island Railroad right-of-way. The property and existing buildings are used for warehousing and storage. The property is zoned Light-Industrial (LI). BASIS OF APPLICATION: Building Department's February 19, 2002 Notice of Disapproval, amended March 10, 2003, April 10, 2003, June 18, 2003, and June 19, 2003, citing Sections 100-142, 100-143A and 100-143C, in its denial of a building permit to construct new buildings with interconnected hallways/additions. FINDINGS OF FACT The Zoning Board of Appeals held public hearings on this application on June 19, 2003 and August 7, 2003, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence,the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEFIORIGINAL REQUEST: The applicant's original application requested relief to construct new buildings in this LI Industrial Zone District requesting the following area variance relief: (a) building area (ref. #3) with rear setbacks between five feet and eight feet, maximum, from the southerly property line and at least 94'9" from the front northerly lot line along Hummel Avenue; (b) building area (ref. #1) with a +-60 feet setback from the front lot line along Hummel Avenue, and 220 ft. of linear frontage on Youngs Avenue,and (c) building area (ref. #1 and#3)with side yard setback at 5 feet. ENDED ADDITIONAL RELIEF: During the June 19, 2003 public hearing, it was determined that the applicant had not filed an amended Appeal,based upon the June 19, 2003 amended Notice of Disapproval issued by the Building Department relative to the Building Department's review of construction diagrams. On June 23, 2003, the appeal application was amended to reflect the additional reason for disapproval by the Building Department, for additional relief with regard to the third floor level with a proposed 2,000 sq. ft. of floor area for storage of files and certain office-related material, accessible by elevator. The third-floor attic storage plan was prepared by East End Drafting 8, Design Page 3-September 11,2003 ZBA Appl. No. 5355-TowBoe Inc. 1000-63-2-30.1 at Southold reduced, a front setback increased. Where the building frontage is greater than 60 feet, existing nonconformitles are either removed or reduced. The sizes of the storage buildings are largely necessary to accommodate their boats indoors, where they can also be properly outfitted and supplied for their purposes of rescue and salvage operations. These responses require immediate and easy access despite the time of day or night or weather conditions. 4. The difficulty was self-created when the new building construction was planned with a design that will not conform to the current Town Code requirements. 5. There is no evidence that the grant of the relief will have an adverse effect or impact on physical or environmental conditions in the neighborhood or district, after weighing the factors which benefit to the applicant as compared to a detriment to the community. The property is improved with buildings in poor condition, and foundations of which are not salvageable. There is outside storage of landscape material in several plies on the southeast section of the property. There are storage of trailers and vehicles, registered and unregistered,which give an unsightly appearance. The applicant has assured that the new office building will be state of the art with architectural marvel, even though it is three stories with occupancy of the first two stories. Buildings #2 and #3 are to be interconnected as one building for easy inside access from Building #1. These buildings are to be located contiguous to the LIRR, on the south side of the property. A new office complex with attached storage buildings and large parking lot to accommodate staff and customers will be a better utilization of this Light Industrial zoned parcel. 6. Grant of the relief requested is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of new building areas, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-8, motion was offered by Member Goehringer, seconded by Member Orlando,and duly carried, to GRANT the variances as requested, shown on the plans prepared by East End Drafting & Resign dated 5-12-2003, site plan dated 6-12-2003 prepared by Warren A. Sambach, Jr., and site-drainage map prepared by East End Drafting & Design dated 8-6-2003,SUBJECT TO THE FOLLOWING CONDITIONS: 1. Major retrofitting and overhauling of boats shall be done inside a building. 2. All communication systems used by staff shall be done within the buildings, without an outside loud speaker system. 3. Consent be obtained from the owner or authorized authority with regard to emergency fire access on the south side of the property within or along the LIRR right-of-way as needed. 4. That designated parking within the site be used for vehicle purposes and not for any type of storage. flpr 01 03 09a27a. _ MAR-31-20W(MON) 17:55 P. 3 naata- ,1r21ae3 ear52P FROM-. P. 003/003 7T.AFFUCANT ;.55822 3 IMAAfSAMONAL DISCLOVIRE FORM Rew.n mf Shu 's nde o1' d�arr pau9aau9asls. A eeE of S t'csa raea dee p;sa2 of Rnaysg s W—Id a m—wasxw Ula M ' f is tu.tprosido iaafos n whie6 mass 71 'I"„ . iatpor d 376w it to wltalevs;aerims is p era ffiNdd whe. ''DUR NAME: Taaw S. 2LC Taapt. 708e�n_s`�g, ®efPr (Last cane,f1ml oa me,middle imfial,andws you ase upplyitAs in tlac sa me of sotneearw else or Other•entity,Swrft M m COMPWhy IESU uadicata btu Pwout or ti mpuay wamso.' NA -,OF APPLICATZON:kChock all thetzpply.$ Tax Grievauce _ varimce x Grasse of,Z®Aae Y d Approv.,1 of Plan Enetmption,firm PImL Cr OTsclol Map Other if"Odrse" aaaane*0activity- lire iz ar . . f Mi you lacmooally, (ca" through ywar oom3+wq. rpoasc, eiblinp, pesent, or ds d] havc a nstaip With any off aw or MapleoYr of dis Town of Suotlsatd9 °Itslatwnship"iaaetasde9 by TAUHW, er b4adn 85 is%=FZL '°Masdodc6 interest" ataMM 1 F, " Udaatg a Pozen=1wip, in which the `town aflicer vi Canyloy= hae evurt a P=W uwacmMP of (Irw canpzloymaw by)as mapneation in whwh the.Town o fcaw or employee o ac mmo tinin 39a of Aho aahares. YES I$O is IEyaa inxversd'°Y�5", 9cte tho sae of shi;lmeia and daao asa9 Rigsa maiwre st s Nanic wt'person onryaitayed by the,Town u7 Sonahnld:_ °otic ur position a£omt person:_. Describe shut miatimship bewtv= yon€.4r#(ft applicant) and Me Rosen ofScer = s ployw. Dither check The appsapsaats tine A Ilacougli ib (heLowl aragew daravahe the rclatinnehip in the spice psa'ended 'Clic 'I'owaa officer or employm or hiss or tris spouse, sshiin& pramn, or =10d ea p.heck .W ilmt aPpl}') _ ) A)ilac owner of gatmer Than 5%of the slecres aF the COSPO wte raock ea tIDaL mgapheawt{whale 4,Iss applicant as a Cgrpveat mnj; . ;31 the lew or bcr9ab®cis9"our army istams?in a son-aarpon a cauty (Whon the alaplicaant is ANA.%corpuratma); _ CI w officer,dircctor,Iaarrnw,or empluyo of the appficawt;or D)the tac°.uai applicut. nESCR11MON OF ULAMONfHIP - $uhawetscd thisl da3 of ..2n Slso A.- 1' wFLoh _c«s . APR-1-2003 TUE 09:24AM ID: _ _ PAGE:3 01 03 09: 27a MAR-3l-200KCMQM) 17:55 P. 2 54:t2r fin: iu� amee CON RCZ SCTMO LOCO-63-2-30.1 790 Humn'd Avenue.Se old,New York 4CAPT. MSEPH ItAt N HOEM@qp.pnpa_s¢a i of ' " LLC,the uwncr of 4lie above aced propcdy,comeol 10 VtliCk .$rcWer,00rdon&Gasses,P.C.,East End OlzmRing&Design and IS=Kchl,or any of engineers.represee aves an tar agents,to awake a 'ans v,e for the appmvel of a . p a and leu hung 't on the above praparly is&x SatTnik coAsoly nqmitment ofIlemlih Seavices,Town of Soutbuld Plaaaaaing Bo=L Town of Southold Zaldng 13enwd®f Apimals,and Towel of Souftld Rulidiaag Utpartment. Sa9ch applicalions sball include all atasaners in comoctlom therewith. nated-- M=h,612003 TOWBF74[ ' In APR-1-2003 TUE 03:24AM ID: ry Page 4—September 11,20u3 ZBA Appl. No. 5355—TowBee Inc. . 1000-63-2-30.1 at Southold 5. The three buildings may be connected in the future as shown on the 6-12-2003 site plan prepared by warren A.Sambach, Sr., P.E.,without a supplemental application to the Board of Appeals. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Tortora (Chairwoman),Csoehringer, Orlando, and Oliva. (Absent was Member Horning.) This Resolution was duly do LydiaA.T ora,Chairwoman-Approved for Filing f 19 3 Page 2—September 11,20u3 ZBA Appl. No_ 5355—TowBee Inc. 1000-63-2-30.1 at Southold and is dated 5-12-2003. Also, please refer to details shown on the 8-6-2003 site and drainage pian prepared by East End Drafting 8, Design regarding proposed additions and removal of existing buildings. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections,the Board makes the following findings: 1. Grant of the relief requested will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. A. Setbacks for Building(Ref. #1. #2. and #3 and proposed additions to interconnect buildings #1 and #3 in the future: The existing setbacks facing Rummel Avenue are substantially nonconforming: (1) the existing warehouse building "E" is +-32 feet to the northerly front property line and +-17 feet to the existing fence, and (2) the existing building, proposed to be removed, is closest to Hummel Avenue at +-20 feet. New building #1 is proposed at 60'3" from the northerly property line and at least 5' from the southerly property line. Building Ref. #2 is a new 2,546 sq. ft. buil&ng, to replace the existing 70' x 24' wide warehouse building. The existing building is shown with variable setbacks from the southerly property line between 12'3" and 910"; the new building will maintain or exceed the setbacks of the existing building from the southerly property line. Building #3 is proposed at a minimum of 94'9" from the northerly property line, and with variable rear setbacks between 5' and 8', at its closest points. The existing foundations are not salvageable. Only a small change of footprint of the existing southerly building would occur. B. Building Frontages: Building (Ref.#1) is proposed with 80 llnear feet of building width/frontage facing Bolsseau Avenue. Presently, the entire easterly section of the property facing Boisseau Avenue is used for outside storage of landscape materials. The applicant is proposing to eliminate outside storage, and the closest new building to Boisseau Avenue will be at least 89 feet from the easterly front property line. The additional building "frontages proposed in the future, by small additions, interconnecting Buildings#1 and #3 are also included in this variance, as shown on the site and drainage plan prepared by East End Drafting & Design dated 8-6-2003. C. Third Floor of RuRdingjL'L The third floor is proposed as an attic with elevator, for storage of necessary files and related items. 2. The benefit sought by the applicant'cannot be achieved by some method, feasible for the applicant to pursue, other than--an area variance. The property is improved with existing buildings in nonconforming locations. At least one of the buildings, which Is 100% in a nonconforrning location,will be removed and not be rebuilt. Outside yard areas will not be used for open storage, and open parking and landscaped buffer areas will be added to meet the requirements of the Planning Board under the site plan regulations. 3. The relief granted herein is substantial in relation to the code requirements for building frontage, and front, rear and/or side yard setbacks. where the rear yard setback is DTICE OF 11ISAPP$2 g P,I DATE: February 19,2002 — - -._. _.-_ --- --- ---- :Tach 1-00(13 — - A MPI+Tf?ED:Ataril to 200' TO: '2$t t?r< TA'R'i,'1� � ia y:A/fu'1'rw°w Riw iTv� PO Box 1675 Soutalold,Ivy 11971 ]Please take notice that your application dated January 30,2002 For permit to construct two new buildings at Location of property: 700 Hurntarl Avenue. Southold.NY County Tax Map No. 1000 -Section FI Bloch Lo+'In.I Is ret-ar aed b xewia&and disapproved on the following grounds: The oro used constructial on this 74,052 square foot lot with two front yards in the U District is not ygMni edputss1$$JrttnArticle?cTVJ St.ctign- 100-142,wlairhstates "2yo building or urernises sliall k used and nn building or part thereof s be erected ar altered in the LI Lightlndustri°a.lDisttictuseless the same confess to the Bulk Aghedule and Parkit q and I sedans S glaedgles incomorated izatch o this anter by reference with the saxx{e force and effect as if such miralations M4n set f-brit, hereit, i_n &I-1." ,__ I7' wb8 vi.c�i,SiTiCs arias etf$il'edii,� t ggi13rru 1A8iFilTffldi3"l 5'riide,&Ids yard SefbaCtK 20 ICeta a Tnll]19I171IA A'eaT yard setbaek of 70 feet Platanote a side yard setback of±/-- 5 feet for bath proposed buildings d#1 axxd #31 and a tl- 6-foot rear yard setback for ouildxteg 43. Iiz addition the Jssnnasod constructias> area WgIly with two front yards is not Permittediarsuant to ®,tMg 7 Suction 100-1,^Ae�.A. &isd us-C%ta"6n 106-141v..FVitrGh state. "Stta uctuxes shall be set back at least one hurt red 1061 feet from theright-of w "and``A project shad be divided into setsarate structures so at no sin ce s c�ie Chap have mnrP ta+a si�cty(60) linear feet of frontage on one lI street The setbacks ofmsxltiole structures oxx a pUe_ell grayyg y3 pro4"de'•'tl,a,the ayerar'setback gf±,2's-tiactures meats ft g4ack rggalrPA. above and all buildings are at least seventy-five(75)feet frorn the ri t-of-way" The proposed construction notes a-t-l- 60 foot setback ftilding#11 from the ri of!YUI�Fbzmml Avenuel and notes 220 feet of linear irosxtage ccs building#1 (liuttsrscel Avestue� In addition rias anrase sett.includin exgti g s.� ggtures!1 90 set. This No$tce of Dulsapprovid was amended on Mara 109 2003,to reflect a flow site plang Submifted by the applicant.This Notice of Disapproval was amended on April x0.2003,to reflect Z13A APR-10-22803 THU 08=33AM ID: PAGE.1 FORM NO. 3 NOTICE OF DISAPPROVAL DATE: February 15, 2002 TO: East End Drafting &Design A/C Tow Bee LLC PO Box 1675 Southold,NY 11971 Please take notice that your application dated January 30, 2002 For permit to construct a new building at Location of property: 1560 Young's Avenue, Southold, NY County Tax Map No. 1000 - Section 63 Block 2 Lot 28 Is returned herewith and disapproved on the following grounds: The proposed construction, on this 49,706 square foot lot in the LI District, is not permitted pursuant to Article XIV, Section 100-142,which states, "No building or premises shall be used and no building or part thereof shall be erected or altered in the LI Light Industrial District unless the same conforms to the Bulk Schedule and Parking and Loading Schedules incorporated into this chapter by reference, with the same force and effect as if such regulations were set forth herein in full." In the LI District, bulk schedule requires maximum lot coverage of 30 percent. Plans note total lot coverage as being 40.34 percent. In addition, the proposed construction, on arp operty with two front yards is not permitted pursuant to Article XIV, Section 100-143.A. and Section 100-143.0., which state, "Structures shall be set back at least one hundred (100) feet from the right-of-way," and"A proiect shall be divided into separate structures so that no single structure shall have more than sixty(60) linear feet of frontage on one(1) street. The setbacks of multiple structures on a parcel may vary, provided that the average setback of the structures meets the setback required above and all buildings are at least seventy-five (75) feet from the right-of-way." The proposed construction notes a setback of 6 feet from the right of way and note 150 feet of linear frontage. In addition, the average setback, including existing structures is 12 feet Note to Applicant: Amy change or deviation to the above referenced application;following any ZBAT* * ay require further review by the Southold Town Building Department. C Authorized Si ature CC: file, Z.B.A. avyyiro Vr 3VUI11L)L1J ""= "''" BUILDINGPFR MITAPPLICATI"ON"CHECKLIST BUILDING DEPARTMENT Do yc ave or need ihe'following,before applying"' TOWNnHALL Board of Health SOUTHOLD, NY11971 - 3 sets of Building Plans_ TEL: 765-1802 Survey PERMIT NO. _ ; Check N.Y.S.D.E.C. Trustees - O _ Contact: Examined 2, Approved 20Mail to:Ets5 Dr ib b93a rnaci 4 bE�ae�a Disapproved a/c Z11411-71 .. - 3J�A t°idlfani / *Va9tF,.,I+S , \ssZti+�.C4t N.W ti:4: Phone: uilding Inspector:.; ;ct APPLICATION FOR BUILDING PERMIT Date O 20 o2 INSTRUCTIONS a. a ton MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas,and waterways. _ , c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building.Inspector will issue a Building Permit to the applicant. Such a perm i shall be kept on the premises available for inspection throughout the work. " e. No building shall be occupied or used in whole or in part for any purpose what-so-ever until a Certificate of Occupan is issued by the Building Inspector:' P&PLICATION IS HEREBY MADE to the Building Department for'the issuance of a Building Permit pursuant to the ' Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterationsor for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,,ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for,necessary inspections:. -Aa > (Sign of applicant or name, if a corpora ion) .56"30 l Rt vtEw �arrt-�o�-D (Mailing address of a plicam) State whether applicant is owner, lessee, agent,'architect, engineer, general contractor, electrician, plumber or builder AaeNr Name of owner of premises 7c) BraE L,C (as on the tax,roll,or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. NN Plumbers License No. NN Electricians License No. Irl Other Trade's License No. NPi 1. Location of land on which,proposed,work-w.ill be done: Is(vo YoQN4t> Avg House Number Street Hamlet,., Count Tax Ma No. 1000 Section : County p G3 Block Lot Z� Subdivision Filed Map No. Lot (Name) tate existing use and occupancy of prerr'ces.and intended use and occupancy of- -)posed construction a. hx 'sting use and occupancyD( H b. Intended use and occupancy LI Gwr 71�41SOST R-tAL lature of work (check which applicable): New Building t/ Addition Alteration .epair Removal Demolition - Other Work S (Aift3ct-lE0 Std Pl-ANl (Description) stimated Cost 100 ),0 Fee (to be paid on filing this application) F dwelling, number of dwelling units. Number of dwelling units on each floor' garage, number of cars Fbusiness, commercial or mixed occupancy, specify nature and extent of each type of use. )imensions of existing structures, if any: Front N PT Rear _ NR Depth N 4 ieight Na Number of Stories NR )imensions of same structure with alterations or additions: Front LIA bear )epth Nay Height Number of Stories Ar'w n r Dimensions of entire new construction: Front 150, - Rear, 150` Depth 30 ieight If3 Number of Stories I iize of lot: Front 82,`{S' Rear cf(o0 O : Depth Date of Purchase 'SF_P', 26, �,000 Name of Former Owner C.�t '_one or use district in which premises are situated -@C�ffT' Zntd.m kiAlo )oes proposed construction violate any zoning law, ordinance or regulation: `(F s Nill lot be re-graded N 0 Will excess fill be removed from premises:; YES; James of Owner of premises Address Phone No. \lame of Architect N P, Address Jai A Phone No til A dame of Contractor NFt Address N(t- Phone No; N1 A s this property within 100 feet of a tidal wetland? *YES NO ® IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAYBE REQUIRED )rovide survey,to scalewith accurate foundation ; plan and distances to property lines. f elevation at any point on property is at 10 feet or below, must provide topographical data on survey. TE OF NEW YORK) SS: 7NTY OF S, RM7t.L- being duly swom, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, e is the A( rz'r , (Contractor, Agent, Corporate Officer, etc.) id owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application: ail statements contained in this application are true to the best of his knowledge and belief-, and that the work will be )med in the manner set forth in the application filed therewith. m to before me this day of 20.0 Y-0 ��-- No[ ry Public ature of Applicant LYNDA M.BOHN - NOTARY PUBLIC,State of New York No.09606020932 Qualified in Suffolk County Term Expires March 8,20 jDZ .,fffff I �i�f0•• \�I��ififiO�iOfi�Oi�i�i�i��Ofi � �%�' �� *�'ti '.. c • � 1-\,.,.,'f�ff::f�fff.f.f�ff.,:ff� :��,I �� :�2, ® �� ,• .;AE,,a � •..• fff.fff ,.y.h Pififififi' •Jififififi4�i! .. ��., '� ,Y ,ffffff.ffffff� y`" yi.}' ..ffff ffff f�f�ffffff�fff�f sall, �pq V� �i ,�fff�f�f�f�♦ •. .�'�� � ' j - � ���� � 1 � i i^� � his.,��;.."- .�iA0A PIO '�� � 1 / / +e•� 01�40 • ��� j ��' �D���opa���ap�u�upw� • Vii/ ��� � �,.� ��•`� . •, . , ,. „ _ [•. . : - - - - - - - - iaiaiiaari • . .• . . _ ---_- WORK SESSION AGENDA S®i< THOLD TOWN PLANNING BOARD May 19, 2003 4:30 pm SITE PLANS Sea Tow 44075 Main Road Southold, N.Y. SCTM: 1000-63-2-30.1 Zone: Ll Representation: Ms. Gail Wickham RE: 1)Revised Site Plan/Parking issues. Silver Nail Vineyards, LLC. 46005 Main Road Southold, N.Y. SCTM: 1000-75-2-15.1 Zone: AC Representation: Samuels&Steelman &Mr. Walter Sibernagel RE: 1) Recommend Unlisted coordinated SEQRA review with Planning Board as Lead Agency at June 9 Public Meeting. MISCELLANEOUS ITEMS Riverhead Building Supply, Corp Main Road, Greenport 'SCTM: 46-1-1 & 2.1 RE: Site visit was 5/15/03 and letter received on lighting problem 5/16/03. Revised Date bs 5/19/03 WORK SESSION AGENDA SOUTHOLD PLANNING BOARD Monday, May 19, 2003 @ 4:30 Manzi Homes Oregon Landing Proposed Minor with Potential Conservation Component SCTM# 1000-33-2-9.1 MT 5/13/03 a t� p TO: Planning Board FROM: Victor L'Eplattenier RE: Seatow International ( Towhee I Hummel Avenue, Southold SCTM: 1000-63-02-28 &30.1 Zone: Light Industrial (LI) ,°` �� DATE: January 3, 2002 REQUEST Applicant is requesting preliminary approvi relocate to a new and larger corporate heady site, between Young's Avenue and Boissea � REVIEW The proposal would reconfigure activities t parking uses, demolish some of the older s l cuts into landscaped parking areas. However, the applicant requires a variance ® / coverage. A two story, 9600 sq. ft.. corpor building, and parking for 40 cars would rej 30.1.The main entrance to the new office 1 Avenue. The applicant also proposes a new 150 ft the site,but in the required buffer zone. T are proposed, along with a narrow strip of If the applicants two lots are not merged,' required. The site plan needs some work to meet our standards for submission, and approvals from the ZBA. Health Department review will also re required. RECOMMENDATI®N: After verification on the dates the lots were legally created, a letter be sent to the applicant directing either a lot merger, or two separate Site Plan applications for two legally recognized lots.An agreement with the LMR regarding access will also be necessary. ..moi/?F•'�//' �� r // i/✓% j, a ri' V _ 7° of e a , MATCH LINE n 'a .FOR PCN:NO. SEE SEC.NO, 5 055-05-017 1.2 SZ $ X21 $a SOUTHOLn "s 0 SUFFOLK COUNTY 12 90 WATER AUTHORITY i�' UP O 1LSA(c) 1 � W 3.A(c) A 6 vm m 'Lx'rybe f L2A(c) yea 6 7.5A/G ® 36 .v 7.7A(c) Wlwannvron e c ,.° ti® F 6Siv 10 2.SA( 9 y6• 3,99 6A(c § s Ts a m vy 9+ S m 37 14.2A(c) fWAC{Cq�DONNNM 9 °� \ C�` xm ECTON 2 IdMOH AREA) ry \ Nt DN7$SEE C.NA O 021 4 TOWN OF SOUTHOLD ur $� t p9 X29:1 39 9 c " 2.7A(G 30.1 0 ^� 3 v t ,RMATION OR ASSISTANCE a r � > 3 abouts >rmation you need. Provide supporting sketches - where possible.) cvi� v For Office Use Only., l Routed to; � 3 s .Page 2 - Planning Board Site Plan Application APPLICANT'S AFFIDAVIT STATE OF NEW YORK COUNTY OF SUFFOLK N-5(Cs-DG, A, W1CVHNYN being duly sworn, deposes and says that he resides at in the State of New York, and that he is the owner of the above property, or that he is the "' j6 ®mean of the Gaw, Waaba Cawr ^ otal q LLC CrltleD (Specify whether part r Corp.D which is hereby making application; that there are no existing structures or improvements on the land which are not shown on the Site Plan; that the title to the entire parcel, including all rights-of-way, has been clearly established and is shown on said Plan; that no part of the Plan Infringes upon any duty filed plan which has not been abandoned both as to lots and as to roads; that he has examined all rules and regulations adopted by the Planning Board for the filing of Site Pians and will comply with same; that the plans submitted, as approved, will not be altered or changed in any manner without the approval of the Planning Board; and that the actual physical improvements will be installed in strict accordance with the pians submitted. Signed (0 rn f) Signed (Partn or Corporate Offlcer and Title) Sworn to me this oda of (NotaN ilc) DONNA MCGAHAN WM Public,State of Now Ywk Ho. CI MC4851459 Qualified in Suffolk County Commisation Expires-Aug. IS,2M SEP 2 9 1 Southold Town — nnin B4srd —..... PLANNING BOARD MEXIBERS BENNETT ORLOWSKI,JR. �,®� ®� P.O.Box 1179 Chairman ® ��21 Town Hall, 53095 State Route 25 Southold, New York 11971-0959 RICHARD CAGGIANO Telephone (631) 765-1935 WILLIAM J.CREMERS ® Fax(631) 765-3136 KENNETH L.MARTIN H.SIIDOR.DS �4�®( PLANNING BOARD OF'F'ICE TOWN OF SOUTHOLD September 29, 2003 Abigail Wickham PO Box 1424 Mattituck, NY 11952 Re: Sea Tow Corporate Headquarters 700 Hummel Avenue Southold, NY 11971 SCTM# 1000-63-2-30.1 Dear Ms. Wickham, This letter is to inform you that the above listed site plan application was reviewed at the Architect Review Committee (ARC)meeting held on September 23, 2003. Attached you will find a copy of the minutes from the meeting. Please review the minutes and inform us if you are in agreement with the conditions. Please prepare the information needed for the final ARC approval. Please submit the information to the Planning Board. If there are any questions you can contact us at (631) 765-1938 ext. 229 between the hours of 8:00 a.m. and 4:00 p.m. Resp fu y yours S l Bru on Senior Site Plan Reviewer CC:file one. ARC minutes SOUTHOLD TOWN ARCHITECTURAL REVIEW COMMITTEE September 23, 2003 The ARC met at Town Hall at 4:30 p.m.. Members present were: GarrettA. Strang, Co-Chairman. Robert I. Brown, Co-Chairman FDEEC Herbert Adler, Jr.,Landmarks Preservation Committee2 6 Herbert Ernst. Southold EP Sanford Hanauer, Mattituck J Robert Keith. Mattituck, Secretary Southold Town Planning Board Also present were Bruno Semon of the Planning Board staff, Nancy Steelman, Lisa Callaghan and Patrick Mettes for North Fork Foods: Patricia Moore and Michael Irving for New Suffolk Shipyards; Joseph J. Frohnhoefer II, Joseph J. Frohnhoefer III, Brett Kehl and Gail Wickham for Seatow Services; and Thomas McCarthy for Mattituck Self Storage. Moved by Herbert Adler and seconded.by Sanford Hanauer, it was RESOLVED to APPROVE the MINUTES of the meetings of August 5 and August 11 , 2003. Vote of the Committee: Ayes all. NORTH FORK FOODS (North Road - Southold) It was RESOLVED by Robert Keith and seconded by Herbert Ernest to APPROVE the application as submitted. Vote of the Committee: Ayes all. Applicants are reminded that deviations from approved plans without the review and approval of the Architectural Review Committee will cause recision of the original approval and may negatively impact securing the Certificate of Occupancy. NEW SUFFOLK SHIPYARD (New Suffolk) It was RESOLVED by Robert Brown and seconded by Garrett Strang to thank the Planning Board for the referral but to acknowledge that there are no architectural characteristics that bear comment. Vote of the Committee: Ayes all. rv'R:..�`4_'v'•p-,{!4t'i`w4`Y l"1 F'/I n.Ph R :..i,.. .h. bed a proposed headquarters building and adjacent storage spaces, including a nevv steel building. The Committee found the plans agreeable in concept, suggesting Hardie Plank rather than Vinyl as it was proposed for the siding and asking for final plans, a schedule of finishes and samples. v MATTITUCK SELF- STORAGE (Wickham Avenue) It was RESOLVED by Herbert Adler and seconded by Herbert Ernst to APPROVE the application with the CONDITIONS that a final schedule of colors be submitted along with the design of the signage. Vote of the Committee: Ayes all. Applicants are reminded that deviations from approved plans without the review and approval of the Architectural Review Committee will cause recision of the original approval and may negatively impace securing the Certificate of Occupancy. VAN DUZER GAS SERVICE COMPANY (North Road - Southold) It was RESOLVED by Robert Keith and seconded by Sanford Hanauer to APPROVE the schedule of finishef as submitted. Vote of the Committee: Ayes All. Applicants are reminded that deviations from approved plans without the review and approval of the Architectural Review Committee will cause recision of the original approval and may negatively impact securing the Certificate of Occupancy. CHRIS MOHR LAWN AND LANDSCAPE (North Road - Cutchogue) It was RESOLVED by Robert Keith and seconded by Herbert Adler that the application be APPROVED with the CONDITION that the barn be sided the same as the garage or with some alternative material to be submitted,,rather than T 111 . Vote of the Committee: Ayes All except Garrett Strang who h ecused himself: . . 8 Applicants are reminded that deviations from a provecn plans without the review and approval of the Architectural Review Committee will cause recision of the original approval and may negatively impact securing the Certificate of Occupancy. SILVER NAILS WINERY (Main Road - Southold) It was RESOLVED by Sanford Hanauer and seconded by Herbert Ernest to APPROVE the APPLICATION as resubmitted. Vote of the Committee: Ayes All. Applicants are reminded that deviations from approved plans without the review and approval of the Architectural Review Committee will cause recision of the original approval and may negatively impact securing the Certificate of Occupancy. &4to UF Robert W, Keith Secretary SOUTHOLD TOWN ARCHITECTURAL REVIEW COMMITTEE September 23, 2003 The ARC met at Town Hall at 4:30 p.m.. Members present were: Garrett A. Strang, Co-Chairman. Robert L Brown,Co-ChairmanHerbert I I Herbert Adler,Ernst. Southold maks Preservation Committee SE 2 6 2n, CU i Sanford Hanauer, Mattituck �= Robert Keith; Mattituck; Secretary 5outnold Town Planning Board Also present were Bruno Semon of the Planning Board staff, Nancy Steelman, Lisa Callaghan and Patrick Mettes for North Fork Foods: Patricia Moore and Michael Irving for New Suffolk Shipyards; Joseph J. Frohnhoefer Il, Joseph J. Frohnhoefer III, Brett Kehl and Gail Wickham for Seatow Services; and Thomas McCarthy for Mattituck Self Storage. Moved by Herbert Adler and seconded by Sanford Hanauer, it was RESOLVED to APPROVE the MINUTES of the meetings of August 5 and August 11 , 2003. Vote of the Committee: Ayes all. NORTH FORE{ FOODS (North Road - Southold) It was RESOLVED by Robert Keith and seconded by Herbert Ernest to APPROVE the application as submitted. Vote of the Committee: Ayes all. Applicants are reminded that deviations from approved plans without the review and approval of the Architectural Review Committee will cause recision of the original approval and may negatively impact securing the Certificate of Occupancy. NEW SUFFOLK SHIPYARD (New Suffolk) It was RESOLVED by Robert Brown and seconded by Garrett Strang to thank the Planning Board for the referral but to acknowledge that there are no architectural characteristics that bear comment. Vote of the Committee: Ayes all. SEA TOW SERVICES (Bosseau Avenue Southold) in a PRE-SUBMISSION discussion the owners described a proposed headquarters building and adjacent storage spaces, including a new steel building. The Committee found the plans agreeable in concept, suggesting Hardie Plank rather than Vinyl as it was proposed for the siding and asking for final plans, a schedule of finishes and samples. PI,ANNIING BOARD MEMBERS BENNETT ORLOWSKI,JR. ®� ®� P.O. Box 1179 Chairman �� Town Hall, 53095 State Route 25 Southold, New York 11971-0959 RICHARD CAGGIANO �. Telephone (631) 765-1938 WILLIAM J.CREMERS Fax(631) 765-3136 MARTIAL H. SIDOR s PIANNING BOARD OFFICE TOWN OF SOLTrHOLD September 24, 2003 Abigail Wickham PO Box 1424 Matfituck,NY 11952 Re: Sea Tow Corporate Headquarters 700 Hummel Avenue Southold,NY 11971 SCTM# 1000-63-2-30.1 Dear Ms. Wickham; This letter is to inform you that the following items are still missing from the site plan application. The following will need to be submitted before we can process the application any further: 1. Please refer to a copy of the applicants affidavit enclosed; it needs to be notarized. Please complete the form and resubmit it to the Planning Board. 2. Submit a set of construction plans for the 40'x70' warehouse building. 3. Four current copies of a survey of the property as required per code section 100- 256. 4. Submit nine copies of the site plan being approved by the ZBA in V20 scale and zoning district with the following: conform to the ADA CABO Ansi requirements as required, ADA building access, ADA signage, detail fence type, lighting detail and specifications, landscape area details, indicate grass if utilized, show drainage, show proposed septic as submitted to SCHD, utility access as proposed, curb details, show and label exterior ac, generators & accessory equipment and schedule of colors and finish products for ARC. Please submit the following so we can continue the review. If there are any questions you can contact us at(631) 765-1938 between the hours of 8:00 a.m. and 4:00 p.m. Res lyur s bu /nnm Senior Site Plan Reviewer CC:file, enc. Pape 2 Planning Board Site Plan Application APPIJCAFFIDAVIT STATE OF NEW YORK COUNTY OF SUFFOLK P iCrNIIL. A. W ICV-yp, being duly sworn, deposes and says that he resides at in the State of New York, and that he is the owner of the above property, or that he is the � csra o of the �a ,�aR L (Specify n renershlr Corp.)®uJ t LLC C ; which is hereby making application; that there are no existing structures or improvements on the land which are not shown on the Site Plan; that the title to the entire parcel, Including all rights-of-way, has been clearly established and is shown on said Plan; that no part of the Plan infringes upon any duly filed Plan which has not been abandoned both as to lots and as to roads; that he has examined all rules and regulations adopted by the Planning Board for the filing of Site Plans and will comply with same; that the plans submitted, as approved, will not be altered or changed in any manner without the approval of the Planning Board; and that the actual physical improvements will be Installed in strict accordance with the glans submitted. Signed '0 n f; r Signed (Partn or Corporate Officer and Title) Sworn to me this day of i9 iNotary Publicl i NYSRPS ASSESSMENT INQUIRY DATE 07/24/2003 473889 SOUTHOLD SCHOOL SOUTHOLD SCHOOL` ROLL SEC TAXABLE PRCLS 449 WAREHOUSE TOTAL RES SITE 630 -2-30 .1 TOTAL COM SITE 700 HUMMEL AVE ACCT NO 08 OWNER & MAILING INFO === I =MISC 1 ________ ______ ASSESSMENT DATA TOWHEE LLC IRS-SS I **CURRENT** RES PERCENT PO BOX 1178 I 1 ILAND 4,200 **TAXABLE** SOUTHOLD NY 11971 1 BANK ( TOTAL 7,500 COUNTY 7,500 **PRIOR** TOWN 7,500 ILAND 4,200 SCHOOL 7,500 I ITOTAL 7 ,500 DIMENSSONS === =====_= SALES INFORMATION _------___________________________ ACRES 1 . 70 ( BOOK 12097 SALE DATE 12/14/00 SALE PRICE 675,000 ( PAGE 428 PR OWNER SOUTHOLD LUMBER CO INC __=====TOTAL EXEMPTIONS 0 =-------===== == TOTAL SPECIAL DISTRICTS 4 CODE AMOUNT PCT INIT TERM VLG HC OWN CODE UNITS PCT TYPE VALUE IFD028 IPK070 IWK020 jSwoll F1=NEXT PARCEL F3=NeXT EXEMPT/SPEC F4=PREV EXEMPT/SPEC 75 . 10- 03-050 F6=G0 TO INVENTORY F9=G0 TO XREF F10=G0 TO MENU u�taa ��®ra ",,ilhouf a Cover Letter Sere.afea W A/GFC LLC Subject: PLANg\/,qVL 6008) APP r SEJ$ `70Aj SCT2ff#: 1000- c 3 — ®ate: -:51AN d��aaa.aaz�=aa6s< 0 907 EC ESV &s ,y. 3 CJ 2012 So&aId Town Plannlo�Board 7UN-27-2003 10:28- FROM:WICY40 & DRESSLER 631 296 8565 T0;631 765 3136 P.001r003 Law Offices WICIGHIAM,BRESSLER,GORDON 8>AStS,P.C. 1.3015 Main Rca4 P.O.Box 149 -Mattiturloz,New York 11952 631-298-6353 tL51c� �'�wn 3'elef�ax a�u. 631-245-�5&5 To. ,I. u"O Sed-00 f-, Fax#: Frozxs. �` ti a� 1nnr. Date: D �(3 comments: v Th5n is page one of � Tkais ixrsasuaisFicu con`ains inforttoa on eonficleAtinl ezut/or legaliyprivi]ebred. Itisintendedforuseor4y`by flee person,iea wlec�m£tis dixec5ed, if yoaa Seaue received t]s1s tel:copy s^^.error,pl�ae saottify'.aG lry tclepkootee i.-r diab,ly so deet we cart srrsnpe for Phe relurn,,of the documents to w at no coat Eq you. If you do.not eceia m all of the pages.ndicated,pxaxe call As soon as possible at the nnmber sbove_ Sau4hOld Town Piacnmggaard JUN-87-2003 10:26 FROM:WICKHaM & BRESSLER 631 298 8565 Tb:631 765 3136 P.002/003 .LAW OPFTCES JCKFIA- i, BRESSLER,,UORDON &GEASA, P,C. 1305 M.AR4 ROAD, P.O.SOX !.424 WILLIAM WICKT-TAV, (06.02) MA-MTUCK,LON01 IST ANT) ER1r-,i,3RGSSLER NEW YORK 11952 275 3R.OAD HOLLOW ROAD ARICAIL A.'NTCKFAM SL7TE 131 LYNNR M, G0100 N ME.LVILLE, NEW YORK 11747 ?ANET GEASA 031-298.8353 TITLEFAX NO.631-298 366 631.249.9490 wwblaw@aol.c®I,- TBLESAXNO.631-249.9494 .Tu 27, 2003 Att: Bruno Semen Southold Town Planning Bozo,d Post Office Box 1,179 53095 l EIr !toad. Southold,New Yo-k 11971 Re: Towbee,LLC(SeaTcw)Site flan Deaf Bruno: 1 inave requested,Sea Tow to deliver a check to you,for the site plana fee in the amount of $1,796.65,baseel on 66 compuTatior shown in the box on the enclosed,portion of the map. I behave yo-4 will also rCgUi e Several sets of stampsd an.apw,but perhaps we should gait until t$,e Buil,dirg Dcpa.rnent certifies in case arl&janal clatnges need to be made. We met this week and west Of the Inaterisl for the ARC has been assemi led. There are several sanpl,es being obmined, acid we would like to request,a meeting with,the ARC for the .week of.Iuly 71`. Can you ask the Con"mittee if they are able to schedule a meeting tl3at week with u5' I willbe going away ole July 9`', so I would prefer tlic 7t'or S'h if-oossiblc. Thank you-or your cons"Idrntion. Z;QL Abigail A. Wickloam 11,4:T/dior srr�n�nt SCTM: 1000-63-02-30.1 - vo�G DRALVN 13Y Gk Em n End Drafting&Desiga X L 5130 lie RA W OT SIZE: 77,070.71 sq. ft SOUTH ,NY 11971 LOT COVERAGE: 2.0,219.00 sq. ft. OR 26.23% 631-765-1862 BLDG. #1 5,220.0 sq; ft PLAN INFORMATION IS BASED ON n BLDG. 2 2,546,0 sq, fk_ LAND SURNFEY PREPARED nV P ONIC BLDG, }}3 2.800 sq. ft. SURVEYOR--S,P'_C. -JOIIN T.METZGER " LICENSED LAND SURVEYOR(LS 4961 S) WALKWAYS: 1,407.0 sq. ft. BUILDING TO BE REMOVED 2,380.0 sq, ft. PARKING SPACES 45 spaces TOTAL. SQUARE FOOTAGE OF HAS AI' PAIS i G 2 s� ce STRUCTURES, PARKING SPACES AVAILABLE 47 TOTAL SPACES AVAILABLE BUILDING #1 16 918 sq. ft. 24MI; DRIVEWAY & PARKING: 37,251.00 sq. ft. OR 443.33% BUILDING 2 3,519 sq, ft. jays LANDSCAPED AREA. 19,558.00 sq. ft. OR 25.367 BUILDING #3 2,800 sq. fk. 14®, LOADING DOCK 696 sq, ft.. 3 PARKING SPACES REQUIRED �• 1a0 + C9K2aa� BASEMENT lVF1AREHOUSE AREA: REQUIRES .3 PARKING SPACES (1 per 1000 sq. FIRST FLOOR OFFICE AREA: REQUIRES 18 PARKING SPACES (1 per 1[)0 sq. fk.} SECOND FLOOR OFFICE AREA: REQUIRES 26 PARKING SPACES (1 per 11DO sq. ft.) w ATTIC STORAGE AREA: REQUIRES 4 PARKING SPACES (1 PER 500 .9q. fQ _j 13Udd_DING #2 AREA: REQUIRES 4 PARK-ING SPACES (1 per 1000 sq} ft.) m � � QlPLN� 3 AREAry 3 PARaNg SPACES er 1f30t7 si W W 58 TOTAL PARKING SPACES RECKARED E z EXISTING BUILDING E REQUIRES 10 PAITKING SPACES (1 PER 1000 sq. ft.) v EXISTING BUILDING E 11 PARKING 'SPACES AVAIILABLE EAST `' - r _ D _ . d END CONSULTING ENG'INE MS AND PLANNERS DRAFTING & IIS P.O. BOX 1033 7.675 COQ LANE N 5130 MAN HA"'JEW ROAD_- ?jEFTMLD NY 11.971. .. CL1T GtE , NEW YORK, 1193.5 [� ( a)7fi5 Iss2 ( 1} 734- 7492 A JUIN-23-2003 10:50 PROM:WICKHRM & SRESSLER 531 298 8565 TO:631 765 3136 P.001/001 Swo LAW OFFICES WiCK;-1AN,BRESSLER, GORDON pec GEASA,P.C. 13015 MAIN ROAD, P.O.L3OX 1,424 WTTI e OCK,LONG I51.PSJD MPLVILLE OFa ICE rnT,G 1.,3RESSUR NM YORK :1952 275 BROAD HOLLOW ROAD ASIGATL A.WICU-TAM SUNG 11 LYNNE M.GORDON MELVTLLE, NEW YORK 11747 iANET GEASA 631.2988353 -'-- ... TEUvAX NO,631-298.9565 631.249-9490 W'I-I.1AM WIC'KHAM(06-02) wwblawaaol.com TELEFAX-NO 631.249.9484 FAX MEMORANDUM To: Bruno Scrposj,Plenning Board From: Gail Wckham Re: 5eatow-TOwEee Dater 6P<310s Pages(including zov2r To bring you np to d,atc on t'hi s: t. The Mended variance for attic as third Door has been submitted to the 7-BA. Vic hearing date is August 7. The primary basis for the rc ymat is that rather than.straight attic space,they have proposed,elevator access so that their emp?oyees, ine'uding havAicapped enployees,may access the space more easily for fie storage. -"hey are required to.retain their o:cords for 7 yews, and tlacy will In stored there in f reperoof file storage. _, z. 6s1 tlse other properry of TowBee,the building pennit for tee building leas been xenewed,and inspecti nee s for CO have mean scheduled with the Building Depar4,r,ent. Both Toe Frolsnhoe:!er and lz-n FOloy re-"weber going to the Planning Board,at the time and obtaining a site plan",river because the new building was j asser�ti2lYy a repzee+.rs;�nt of a dilabac�ledlculldingr --- a. T atm r,:ee'.ir vrtla,the Oi£elsts ions nraw mors i.ng to assemble the package for suhtssissian to the A RC, and will be in touch.;path you to arrange a date with them. � T11A RAXONI1 Tins transmission contains information-onzadentigi and`or legally priv?legac,It is intended For w"orgy Ly the person to Whom it is dircctmd.If you have received this teleeopy in emyr,please notsfv us by telephoao immodiatm sso that we can Qsrnr.ge for the retain of the documents to us at no cost to you.If you do not receive all of the pages indicated,please cell as soon as poss.iblc at The numberraferemced above_30/aaufax South td T P4anniae edea FORM NO. 3 NOTICE OF DISAPPROVAL DATE: February 19, 2002 AMENDED: June 19, 2003 AMENDED: June 18, 2003 AMENDED: March 10, 2003 AMENDED: April 10, 2003 TO: East End Drafting&Design A/C Tow Bee LLC PO Box 1675 Southold,NY 11971 =2 Please take notice that your application dated January 30, 2002 For permit to construct two new buildings at Location of property: 700 Hummel Avenue,Southold, NYL1 , uthold Town nning Boatel County Tax Map No.1000 - Section 63 Block 2 Lot 30.1 Is returned herewith and disapproved on the following grounds: The proposed construction, on this 74,052 square foot lot,with two front yards, in the LI District, is not permitted pursuant to Article XIV, Section 100-142, which states, "No building or premises shall be used and no building or part thereof shall be erected or altered in the LI Light Industrial District unless the same conforms to the Bulk Schedule and Pardue and Loading Schedules incorporated into this chapter by reference, with the same force and effect as if such regulations were set forth herein in full." In the LI District,bulk schedule requires minimum single side yard setback 20 feet, a minimum rear yard setback of 70 feet and a maximum of two stories. Plans note a side yard setback of+/- 5 feet for both proposed buildings (#1 and 43), a+/- 6-foot rear yard setback for building#3 and a portion of the building notes a third stork In addition, the proposed construction,on a property with two front yards,is not permitted pursuant to Article XIV, Section 100-143.A. and Section 100-143.C.,which state, "Structures shall be set back at least one hundred(100) feet from the right-of-way." and"A project shall be divided into separate structures so that no single stricture shall have more than sixty(60) linear feet of frontage on one (1) street. The setbacks of multiple structures on a parcel may vary, provided that the average setback of the structures meets the setback required above and all buildings are at least seventy-five75) feet from the right-of-way." The proposed construction notes a+/- 60 foot setback(building#I)from the right of wa}(Hummel Avenue) and notes 220 feet of linear frontage on Hummel Avenue and+/- 80 of linear frontage on Young's Avenue. In addition, the average setback, including existing structures is 90 feet. is Notice of Disapproval was amended on March 10,2003,to reflect a new site plan, submitted y the applicant. This Notice of Disapproval was amended on April 10,2003, to reflect ZBA interpretation #4705, dated July 22, 1999. As a result, references to linear frontage on Boisseau Avenue have been omitted. This Notice of Disapproval was amended on.Tune 15, 2003,to reflect construction drawings submitted to the building department on .Tune 15, 2003. Note to Applicant, Any change or deviation to the above referenced application,following any ZAu , ay require f review by the Southold Town Building Department. igna prized CC: file, Z.B.A. 3 PLANNING 130ARD MEMBERS ��®S�FFO(�C® BENNETT ORLOWSKI,JR. �� �,� P.O. Boas 1179 Chairman ® Town Hall, 53095 State Route 25 W Southold, New York 11971-0959 RICHARD CAGGIANO Telephone (631) 765-1938 WILLIAM J.CREMERS Fax(631) 765-3136 KENNETH L.EDWARDS MARTIN SIDOR. MEMORANDUMP NING BOARD OFFICE TOWN OF SOUTHOLD Date: June 16, 2003 To: Mrs. Tortora, Chairwoman of Zoning Board of Appeals From: Bennett Orlowski, Jr. Chairman of Southold Town Planning Boar;,0 Re: Appeal #for TowBee ( Sea Tow) proposed construction Southold, N.Y. SCTM: 1000-63-2-30.1 In reference to memo request for information dated June 11, 2003. The Planning Board (PB) held a work session on June 16, 2003 and would like to offer the following comments and concerns. 1. The PB is currently reviewing a preliminary site plan for this project. Please note that the applicant has not paid a fee—thus the PB does not have an application before it. 2. The proposed site use appears to be appropriate for the zone and will need to be certified by the Building Inspector for the site plan approval. 3. The parking as proposed will not meet the requirements of the Town code and will need to be improved for final approval. Please keep us up to date on the project. Thanking you in advance. Cc: file,vs, pb, ZBA, MV (BD) RK SESSION AGENDA T ®LD TOWN PLANNING BOARD .--June-46-5200-at-4.3o pen i SITE PLANS Sea Tow 44075 Main Road / Southold,N.Y. �A yr SCTM: 1000-63-2-30.1 Zone: LIQ Representation: Ms. Gail Wickham \ � RE: 1)Revised Site Plan and request for information from ZBA."A� - � '-'p"w ` MISCELLANEOUS East Enders, Inc. dd Vill RE: ZBA Reply- See proposed site plan and letter. (Withdraw application request to ZBA for deli interpretation.) -lG-{ �SfUss� ri4dlP dl Zupa { Paradise Point Subdivision n o. SCTM# 1000-81-1-16.7 //Z Representation: Ms. Mary Zupa r/f /J° a�+o acroY Wou RE: Request from ZBA for information on parcel. i ^ ui Station _ Main Road Southold SCTM# 1000-70-7-4 RE: Sending a letter on curb issues and complaints. Inspection process and or heights East Manion Fire District SCTM# 1000-31-3-11.3 RE: Letter to Agent on fee's? (see and Town Board Resolution No. 322) s 6/16/03 ""'/ LAW OFFICES WICKHAM,BRESSLER, GORDON & GEASA,P.C. 13015 MAIN ROAD, P.O.BOX 1424 WILLIAM WICKHAM(06-02) MATTITUCK,LONG ISLAND ERIC J.BRESSLER NEW YORK 11952 275 BROAD HOLLOW ROAD ABIGAIL A.WICKHAM SUITE 111 LYNNE M.GORDON MELVILLE, NEW YORK 11747 JANET GEASA 631-298-8353 ---- TELEFAX NO.631-298-8565 631-249-9480 wwblaw@aol.com TELEFAX NO.631-249-9484 June 16, 2003 Att`. Bruno Semon Southold Town Planning Board Post Office Box 1179 53095 Main Road .Southold, New York 11971 Ile: Towbee, LLC (SeaTow) Site Plan Dear Bruno: Enclosed are two sets of the following two alternatives: 1. Parking showing 47 spaces (exclusive of Existing Building E), leaving the center area open. 2. Parking showing 50 spaces (exclusive of Existing Building E), leaving the center area open. Thank you for your consideration. Very truly yours, igail A. Wickham AAW/dm j 30/shdpb 22303 Southold TOM Planning Board �_uv I� APPEALS BOARD MEMBERS Southold Town Hall Lydia A.Tortora, Chairwoman 53095 Main Road Gerard P. Goehringer P.O. Box 1179 George Horning Southold,New York 11971-0959 Ruth D. Oliva ZBA Fax (631) 765-9064 Vincent Orlando ®� Telephone (631) 765-1809 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD TOWN MEMORANDUM TO: Planning Board FROM: Lydia A. Tortora, Chairwoman, Zoning Board of Appeals DATE: June 11, 2003 SUBJECT: TowBee (Sea Tow) Proposed Construction 63-2-30.1 This memo is sent as a request for comments regarding the above reviews pending with Town Departments. Presently, The Board of Appeals is reviewing an Appeal of the Building Department's April 10, 2003 Amended Notice of Disapproval requesting Variances. The Planning Board maybe involved regarding a pre-submission review under the site plan regulations of the Zoning Code. The relief requested before the Board of Appeals is for two new buildings in this LI Industrial Zone District with: (a) single side yard setback at less than 20 feet, (b) rear yard setback at less than 70 feet, and (c) building linear frontage greater than 60 feet for Building #1, having a front setback average of 90 feet. Location of Property: 700 Hummel Avenue, Southold. Your comments regarding this pending application are requested. The public hearing on the variance requests has been advertised for June 19, 2003. By way of a copy of this letter, we are also asking the applicants' attorney to contact your Department regarding an updated pre-submission conference and requested comments. Thank you. Encls. ECEIVE cc: Abigail A. Wickham, Esq. Fax#298-8565 3eethaid 3our� planning Board APPLICATION TO THE SOYT HOLD TOWN BOARD OF PEALS Foy('Offtee Use Only r Fee:$ Filed By: - �,� � Date Assigned/Assignment No. ®6tice Notes: Parcel Location: Mouse No. 700 Street Hummel Avenue Hamlet Southold SCTM 1000 Section 63 Block 2 Lot(s) 30:1 Lot Size74,053sfZone District LI I (SVP)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED: February 19 2002 amended March 10 2003 and April 10,2003 Applicant/Owner(s): TOWBEE, LLC c/o Abigail A. Wickham, Attorney Mailing Address: P.O. Box 1424, Main Road, Mattituck, New York 11952 Telephone: 631-298-8353 NOTE,: If applicant is not the owner,state if applicant is owner's attorney,agent,architect,builder,contract vendee,etc, Authorized Representative: East End Drafting and Design Address: P•O. Box 1675, Southold, NY 11971 Telephone: 631-765-1862 Please specify who you wish correspondence tb be mailed to,from the above listed names: IR Appplicant/Ownertsh 0 Authorized Representative 0 Other: (Abigail A. Wic am) . WHEREBY THE BUILDING INSPECTOR DENIED AN APPLICATION DATED 1/30/02 FOR: 6 Bufiding Permit 0 Certificate of Occupancy 0 Pre-Certificate of Occupancy 0 Change of Use 0 Permit for As-Built Construction O Other: Provision of the Zoning Ordinance Appealed. Indicate Article, Section, Subsection and paragraph of Zoning Ordinance by numbers. Do not quote the code. Article XIV Section 100- 142 Subsection and Bulk Schedule _._ 143 A and. C Type of Appeal. An Appeal is Heade for: IR A Variance to the Zoning Code or Zoning Map. 0 A Variance due to lack of access required by New York Town Law-Section 280-A. 0 Interpretation of the Town Code,Article Section 0 Reversal or Other A prior appeal El has®has not been made with respect to this property UNDER Appeal No._Year Page 2 of 3 Appeal Application Part A: AREA VARIANCE REASONS (attach extra sheet as needed): (1) An undesirable change will not be produced In the CHARACTER of the neighborhood or a detriment to nearby properties, if granted, because: The reduced setbacks and extended building length are common in the neighborhood: SCTM # 1000- 63-3-1.2(across Boisseau) ; 63-2-28(Sea as well as the existing building on this property. The smallest setback is against the railroad. See also, A way, (60-1-5) and the fo er squth d Savings o fi bu" i ((�0-2-10 (2) The enefit sought gye a Ilcant CANNOT Re aclsleve��y some met aoc�i�feas�b a ��Y Yrle applicant to pursue, other than an area variance, because: the lot is narrow and the corner lot an LI zone setbacks are impossible to meet with enough room for a reasonable building ar, (3) The amount of relief requested is not substantial because: The buidlings do not exceed lot coverage limits and sufficient parking is planned. While the building length along Hummel Ave. totals 220 Peet there are actually three se arate-buildin s whose lengths , are 60 feet (confarmin ) 7b feet (existin hus.lding) an Z0 f est, w"ti )'iallwa co etio: (4) The variance will NOS$ �ave an adverse effect or impact on the p ys'ca�or env'rol�men ai conditions In the neighborhood or district because: A building within a few feet of Hummel Avenc will be removed and the property will be screened and its.appearande will be greatly impro. (5) :las the variance been self-created? ( ) Yes, or (x ) No. If not, is the construction existing, as built? ( ) Yes, or (x ) No. (6) Additional information about the surrounding topography and building areas that relate to the difficulty in meeting the code requirements: (attach extra sheet as needed) The current business has boats located nutsidp Thp SivP nf thet Mill • � Ings-is in large part necessary to accommodate those boats indoors, where they can also be properly outfitted and supplied for their purpose in rescue and salvage operations, whic This is the MINIMUM that is necessary and adequate, and at the same time preserves and protects the character of the neighborhood and the health, safety, and welfare of the community. *require immediate response despite the time of day or night or the external weather conditions. ( ) Check this box and complete PART 6, Questions on next page to apply USE VARIANCE STANDARDS. (Please consult your attorney.) Ph erwise pt-lease roceed to the signature and notary area below. f St"gn ure of Appellant or Authorized Agent Sworn t befor rvae this (Agent must submit Authorization from Owner) qday f ... .. ...... .. 2003 9 ofary Public) DONNA MOGAHAN Notay Public,State of New ZBA App 9r30r02 No, 01 MG4851459 Qualified In Suffolk CouMY Commission ExOres Aug. 85® l APR "- J 2003 ZONING ARUAPPsaLs FORM NO. 3 r 7 �k ? � OTICE OF DISAPPROVAL, DATE: February 19, 2002 AMENDED: March 10, 2003 - AMENDED: April 10, 2003 TO: East End Drafting&Design AIC Tow Bee LLC PO Box 1675 �l Southold,NY 11971 Please take notice that your application dated January 30,2002 For permit to construct two new buildings at Location of property:700 Hummel Avenue,Southold,NY County Tax Map No. 1000 -Section 63 Block 2 Lot 30.1 Is returned herewith and disapproved on the following grounds: The proposed construction on this 74,052 square foot lot,with two front yards, in the LI District, is not permitted pursuant to Article XIV, Section 100-142, which states, "No building or premises shall be used and no building or part thereof shall be erected or altered in the LI Light Industrial District unless the same conforms to the Bulk Schedule and Parking and Loading Schedules incorporated into this chapter by reference, with the same force and effect as if such regulations were set forth herein in full." In the LI District bulk schedule requires minimum single side Yard setback 20 feet, a minimum rear yard setback of 70 feet. Plans note a side yard setback of+{- 5 feet for both proposed buildings (#1 and #3) and a+/- 6-foot rear yard setback for building#3. In addition the proposed construction on a property with two front yards, is not permitted pursuant to Article XIV Section 100-143.A. and Section 100-143.C. which state "Structures shall be set back at least one hundred (100) feet from the right-of-wav," and"A nroiect shall be divided into separate structures so that no single structure shall have more than ; sixtv(60) linear feet of frontage on one (1) street. The setbacks of multiple structures on a parcel may vary,provided that the average setback of the structures meets the setback re aired above and all buildings are at least seventy-five (75) feet from the right-of-way." The proposed construction notes a+{- 60 foot setback (building 91) from the right ofwayfHiunmel avenue) and notes 220 feet of linear frontage on building#1 {Hummel Avenue addition,the Overage setback, including existing structuresris 90 feet. is Notice of Disapproval was amended on March 10, 2003, to reflect a new site plan, submitted the applicant. This Notice of Disapproval was amended on April 10, 2003, to reflect ZBA interpretation #4708, dated July 22,1999. As a result, references to linear frontage on Boisseau Avenue have been omitted. Note to Applicant: Any change or deviation to the above referenced application, following any ZBA decision mareuire further review by the Southold Town Building Department. Cori2kdgignature CC: file, Z.B.A. LAW OFFICES WICKHAM, BRESSLER, GORDON& GEASA,P.C. 13015 MAIN ROAD, P.O.BOX 1424 WILLIAM WICKHAM(06-02) MATTITUCK,LONG ISLAND ERIC J.BRESSLER NEW YORK 11952 275 BROAD HOLLOW ROAD ABIGAIL A.WICKHAM - SUITE I I I LYNNE M.GORDON MELVILLE, NEW YORK 11747 JANET GEASA 631-298-8353 -- TELEFAX NO.631-298-8565 631-249-9480 wwblaw@aol.com TELEFAX NO.631-249-9484 June 11, 2003 Art: Bruno Semon Southold Town Planning Board41�t pz Post Office Box 1179 t"/ LS 53095 Main Road B 9 .Southold,New York 11971 1 2 2Lu3 Re: Towhee,LLC (SeaTow) Site Plan Southold Tawn Panning Board Dear Bruno: At your request, we enclose three worksheets showing the employee staffing of this project. Parking is for employees, as there is no retail trade. The work is in shifts, and the maximum number on site at any time is currently 41 people. This workforce is intended to remain constant, and the layout of the buildings is based upon it. Enclosed is a revised plan (91)showing: -required 67 spaces in the new project area, with a proposal for 47, which is well under the anticipated usage. We also enclose revised plan 92,which provides for: - 50 spaces, but is less attractive to the applicant because it uses the center area in front of building 3 for parking. The applicant would prefer#1 because it keeps the parking along the west side and leaves the middle available for internal vehicular traffic flow. UPS trucks making deliveries, for example, could more easily turn around inside the property. Neither plan requires removal of the existing large trees. Both plans create a single driveway more than 50 feet from the intersection of Boisseau, and retain the tree. The tree,however, prevents a true 90 degree angle from Boisseau Also shown on the maps is the separate building on the west side of the property,which due to its size would require 20 spaces, with a proposal for 11 spaces. We ask that this be accepted because this part of the property is not changing and the parking and screening will greatly improve what is there. It appears that currently users of the building are parking near the street. This building is rented to Bohn Contracting for contractor's storage, and there are no plans for revised use at this time. Thank you for your consideration. Very truly yours, Abigail A. Wickham AAW/dm 30/shdpb Sea Tow Services International Corporate Headquarters Full Occupancy Staffing Levels First floor: Call Center(15 Seats +3 Supervisors)-call center is open 24 hours a day, 7 days a week using staggered shifts. Since operation is 7 days a week, not all seats are used on a daily basis. 12:00 AM—8:00 AM 1 8:00 AM—4:00 PM 4 9:00 AM—5:00 PM 4 10:00 AM—6:00 PM 4 4:00 PM— 12:00 AM 2 6:00 PM—2:00 AM I Receptionist 19:00 AM—5:00 PM 1 Dispatch(5 Seats)—Since operation is 7 days a week,not all seats are used on a daily basis. 8:00 AM—4:00 PM 2 4:00 PM— 12:00 AM 1 12:00 AM—8:00 AM I Second Floor: Management,professional staff, secretaries,bookkeepers will occupy the second floor. It is assumed that this staff will all be present 9:00 AM to 5:00 PM. Management 7 Secretaries 3 Bookkeepers 4 Professional Staff 7 Basement& Building Storage: It is estimate that there will be 5 inventory& shipping clerks working in these areas, predominately 9:00 to 5:00. inn j;i?" 3 2 2 ti Southold Tout Planning Board Sea Tow Services International Corporate Headquarters Full Occupancy Staffing Levels by Hour First Second Floor Floor Storage Total 12:00 AM 3 3 �OA 3 3, 2 2 3:00 AM 2 2 4:00 AM 2 2 5:00 AM 2 2 6:00 AM 22 7:00 AM 21 2 8:00 AM' 6 6' 9:00 AM 11 21 5 37 10:00 AM 15 21 5 41 11:00 AM 15 211 5 41 12:00 PM' 15 2 1-r 5 41 1:00 PM 15 21 5 41 2:00 PM 15' 21 5 41 3:00 PM 15 21 5 41 4:00 PM' 13 21 539 5:00 PM 11 21 5 37 6:00 PM 4 4 7:00 PM, 4 4 8:00 PM 4 4 9:00 PM 4 4 10:00 PM 4' 4 11:00 PM 4 4' 1,1 EC E JUN 1 2 2 Southold Town Planning Board i C5 C D �.. A ; A S a @ Fse.e;, 1•€aVv .�s€ervta.a:� �er�errszrVraatu9 n � ' 45 4•i 4'i 4'i 4'i 41 41 40 - - - - - - - V'._. I L....' I 391 37 35 - i 25CL 20 i JA uIL - - II i i ; � l ll � II � II -- 10 5 I I II � I II I _II 5 I rI z z 2 z 4I 1 �� 1 ill 4 4 4 I r.. _ _ i LL 4- q--v Qll�l Q4l 44 Q4 <eQ� Q4 @� o° .o° o° .o° o° (6. 00 00 00 °o 00 °o 00 00 00 00 00 00 00 00 00 PIANNING BOARD MEMBERS �VEFIDC� BENNETT ORLOWSKI,JR. P.O. Box 1179 Chairman Town Hall,53095 State Route 25 ® Southold, New York 11971-0959 RICHARD CAGGIANO Telephone (631) 765-1935 WILLIAM J.CREMERS ® `� Fax(631) 765-3136 KENNETIN xOOREDWARDs ®� PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM Date: June 9, 2003 To: Michael Verity, Principal Building Inspector From: Bruno Semon, Senior Site Plan Reviewer Re: Site Plan Certification for a Sea Tow International. Southold, NY SCTM# 1000-63-2-30.1 Zoned LI Status: Active Incomplete Application for a site plan. In reference to the above, attached you will find a site plan. The Site Plan reflects the current proposed build out of this site. Please review for comments, concerns and certification that it matches the current disapproval from your department. Site Plan Enclosed is for your records and does not need to be returned to the Planning Board. Thank you in advance. Cc`. file Enc.. 1 Site plan prepared by Warren Sambach, dated 05/12/03. 1 ARTICLE XIV, EN Light Industrial (Ll) District [Added 1-10-1989 by L.L. No. 1-1999] § 100-140. Purpose. The purpose of the Light Industrial(LI)District is to provide an opportunity for business and industrial uses on smaller lots than would be appropriate for the Ll®Light Industrial Park/Planned Office Park District. § 100-141.Use regulations, In the Ll District,no building or premises shall be used and no building or part of a building shall be erected or altered which is arranged, intended or designed to be used, in whole or in part, for any purpose except the following: A. [Amended 5-9-1989 by L.L. No, 6-1989; 11-29-1994 by L.L.No: 26-1994; 4-28-1997 by L.L. No. 6-1997] Permitted uses. The following uses are permitted uses and, except for those uses permitted under Subsection A(1) and Subsection A(2)hereof, are subject to site plan approval by the Planning Board: (1) The agricultural operations and accessory uses, including irrigation, the raising of field and garden crops, vineyard and orchard farming,the maintenance of nurseries and the seasonal sale of products grown on the premises, the keeping,breeding, raising and training of horses, domestic animals and fowl, barns, storage buildings, greenhouses and other related structures to the same extent and subject to the same conditions allowed in the AC Zone. (2) Buildings, structures and uses owned or operated by the Town of Southold, school districts,park districts and fire districts. (3) Wholesale businesses,warehouses and building material storage and sale,but excluding storage of coal, coke, fuel oil or junk. (4) Building, electrical and plumbing contractor's businesses or yards. (5) Cold storage plants, baking and other food processing and packaging plants that are not offensive, obnoxious or detrimental to neighboring uses by reason of dust, smoke, vibration, noise, odor or effluent. (6) Office buildings for businesses, governmental and professional uses, including administrative training, data processing,publication, financial and sales offices. 1 1 o'.VPL v}SNwhol .t'O'CAdeh,00k A).; S'v LJ loi,vs (7) Telephone exchanges. (8) Wineries as regulated by§ 100-101A(11). (9) Auto repair shop. (10)Repair shop (not including auto and marine). (11)Custom workshop. (12)Machine and equipment workshop. (13)Light industrial uses. (14)Publishing and printing plants. (15)Boat building,servicing and storage, excluding wholesale and retail sales of boats and accessories. B. [Amended 4-28-1997 by L.L.No. 6-1997] Uses permitted by special exception of the Board of Appeals. The following uses are permitted as a special exception by the Board of Appeals as hereinafter provided and subject to site plan approval by the Planning Board: (1) Research, design or development laboratories,provided that any manufacturing shall be limited to prototypes and products for testing. (2) Laundry or day-cleaning plants, subject to the following conditions: (a) All processes and storage shall be carried on within an enclosed building. (b) All fluids used in processing shall be recycled, and the overall facility shall be designed, located and operated to protect surface waters and the groundwater from pollution. (3) Light industrial uses,subject to the following conditions: (a) No such process or operation shall involve the handling, storage or discharge of explosives or permit upon the premises any virus or other type of infectious organisms identified with diseases of animals or humans. (b) No offensive noises, gases, fumes, smoke, odors, dust, effluent or vibrations shall emanate from such use and no waste products shall be discharged therefrom of a character to create a nuisance or to be injurious to health or to negatively impact groundwater. (c) Such processes shall involve the use of only oil, gas or electricity for fuel. 2 Tow;, cV Js .[,7r:[d P(.'/C0fiL'5O!'kfLi:' 16'io.drnl:t (4) Conference facilities, subject to the following conditions: (a) Where rooms are provided for conference attendees, said rooms are permitted as set forth and regulated by § 100-61B(4) of the Resort Residential (RR) District. (5) Public utility structures and uses. (6) Track or bus terminals (garages,parking facilities, loading docks, etc.) (7) Food processing and packaging plants, not including fish processing plants. (8) Repair of boats and marine items. C. [Amended 5-9-1989 by L.L. No. 6-1989] Accessory uses. The following uses are permitted as accessory uses and, except for residential accessory uses and signs,which are governed by Article XX, are subject to site plan review: (1) Accessory uses on the same lot with and customarily incidental to any permitted or special exception use and not involving a separate business. (2)ENAccessory uses as set forth in and as regulated by§ 100-131C(5)through(8)of the Light Industrial Park/Planned Office Park District. §100-142. Bulk, area and parking regulations. No building or premises shall be used and no building or part thereof shall be erected or altered in the LI Light Industrial District unless the same conforms to the Bulk Schedule and Parking and Loading Schedules incorporated into this chapter by reference,with the same force and effect as if such regulations were set forth herein in full EN § 100-143. Front yard setbacks. [Added 8-22-1999 by L.L. No. 18-19951 —� A. Structures shall be set back at least one hundred(100) feet from the right-of-way. B. There shall be an exception to Subsection A if the adjacent parcels are developed, in which case the minimum front yard setback shall be the average of the setbacks of the adjacent parcels. C. A project shall be divided into separate structures so that no single structure shall have more than sixty(60) linear feet of frontage on one (1) street. The setbacks of multiple structures on a parcel may vary,provided that the average setback of the structures meets the setback required above and all buildings are at least seventy-five (75) feet from the right-of-way. 3 Town D SU nhold PC/Codchookfcr, k lnrloivs 4 s ..sear � ae � i t � �. :. F � � 1i .yam✓. 4 ', I 1 t � — � i n.. 01 / 04 / 2007 !31 al��y i 01 / 04 / 2007 'r s r y AN Y� 01 / 04 / 2007 ri 3 e. 01 / 04 / 2007 ._mew—•� A.•: i E ,.N>� — _._.____ 1.; �r far 71 F611-- 4 / 2007 01 / 04 / 2007 f * " 1•�w i r ..t ; 'P,. 1 r. `ARRC• y i, .�n�. �w 11j=' ?�`'"z � w � a�'�"� •< .Yt e`f' air 3",r._ 1'6 14'., r fA ;hruk {rr ri�lt 07 01 / 04 / 2007 s _ KIPA lw-gdw" tw �. ! a►�� �� 1_. rrrrrra ..r..•• ..N.....r...✓N •rr rr rrrrrrM srN r • • Submission Without a Cover Letter Sender: ti Subject: Imo) SCTM#: 1000 - l0 Date: r z Comments F � [ �� REQUEST FOR INFORMATION OR,prly _TT . Date: �� CCT 3 Name: �in1 FGL, �SEf1 �UVv I � Telephone: 16S — 36u 11 6 ------------- Mailin Address: Pu 50111 SCTM# of site you are inquiring about: 1066 C-� — GZ - ,(2 1 Query: (Please be specific about the information you need. Provide supporting documentation - surveys, maps, sketches - where possible.) 1714),1-v1554�W PEyC IM's �L0,N1� " 1'�Oi11-1 13Wit�)i Planning Staff will attempt to respond as quickly as the workload permits. But, depending on the questions, and the research involved to answer them, please understand that it may be several days before we can get back to you. For Office Use Only- Routed to: /109 PLANNING BOARD MEMBER MAILING ADDRESS: SOF SO�jy • P.O. Box 1179 JERILYN B.WOODHOOSE � OSouthold, NY 11971 Chair OFFICE LOCATION: KENNETH L. EDWARDS N Town Hall Annex MARTIN H. SIDOR G Q 54375 State Route 25 GEORGE 1). SOLOMON JOSEPH L. TOWNSEND C�U (cor. MainRd. Youngs Ave.) Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 23, 2006 Ms. Abigail A.Wickham, Esq. Wickham, Bressler, Gordon & Geasa, P.C. PO Box 1424 Mattituck, NY 11952 Re: Site Plan inspection and satisfaction letter for Sea Tow Corporation 700 Hummel Avenue, Southold SCTM #: 1000-63-2-30.1 Zoning District: LI District Dear Ms. Wickham, At receipt of your letter dated October 5, 2006 the Planning Board held a work session on October 23, 2006 to discuss the site plan application. In reference to the above, the Planning Board reviewed the site plan approved on April 13, 2004, prepared by East End Design Association and certified by Joseph Fischetti, Professional Engineer, dated August 7, 2003 and last revised March 6, 2004. The Planning Board has accepted the changes in landscape as noted on the as-built site plan prepared by East End Design Association and Joseph Fischetti, Professional Engineer dated August 7, 2003 and last revised August 5, 2006. The Planning Board is unable to approve changes or use of the Town ROW on Hummel Avenue at the existing building to the west side of the property which includes parking, storm water runoff and safety issues. This change as noted on the as-built site plan is not accepted and requires approval from the Superintendent of Highways and Town Engineer. This is to inform you that the site plan requirements have not been satisfied and the Planning Board is unable to recommend a certificate of occupancy at this time until the following items are addressed: 1. Applicant, agent and/or owner to take all necessary provisions to ensure the safety of any person utilizing the site prior to completion of all site improvements. 2. Complete all the site plan build out elements which includes and is not limited to the following: parking lot final pavement, striping, ADA requirements, fencing, parking in the Bohn Contracting yard and landscaping. 3. Notify PlanningRaff when the proposed site build out isomplete and requires a final inspection. 4. Submission to the Planning Department three(3) certified stamped originals of the as built site plan noted above. This letter does not condone any other changes from the approved site plan and approvals and has not been reviewed for Town Zoning Board of Appeals compliance or other agencies if required. If you have any questions, please contact the Planning Board Office at (631) 765-1938 between the hours of 8:00 a.m. and 4:00 p.m. Respectfully yours, Yelyn B. Woodhouse Chairperson ce:file, Building Department, Town Engineer i.i5.1A'UfFICC.S W'ICICIIAM, 13RLSSLI3R, GGRDOIC &GEASA. FC, 17x:.5 MA1, RO n.), PS). BO;i 1427 V,ILIJ.AM W^CKHAM.106.021 V4ATTI , CK,LONG ISLAND ERICJ.TZLSSU 4. Nl_Wk VORR 11932 27513ROA.DIIOUPWROAD ,,BD511L % %vCIc B,4vl SL11T'; III. I.:YN%F M.GOR DON MELVILLE. NEW YORK 11747 J NNET GEAS.A ria!.99-8353 .... I FLIJ AX NO,611-29X-RW 671-249-9480 umtl.lw!u,dpl.com "ELEE'A;8 140.631.249.9494 CSctol,er 5, 2006 Ali,: 13runr Ser;ton Sou1_hold n-rtwn Planning Board —_ Post Vt7tr,: Box 1 179 n� .53095 Vlai7 Road SDuthnld, \ew York 1 1071 s Re: Sca '1'ow Corporate HQ 1060-63-2-30.1: Towhee, LLC' IJert; i3rutx}; -- 4&xe we spoke this morning, Cs.pt, Joc called,roc again. He hn� aFw)l.cn again to Mr. C'(!raainui (It is R:ch. n:)t Paul a, sated in ray prior Icttcr), who has a big job in Culcliof!ue;;nd will schcduie SeaTr .v iniinediately' after that. He was advised that if the parMrg area is not cn-rplctcd next week, itwill he done within 2-3 weeks,weather perr.5i?ting. He will also speak to Mr. Bol-,n again about installing the fenec along Hummel Aeenue. I hale beet Udvis.cd Haat the trucks have heeD removed and axe no longer narking there. Cars .Prom the homes acros3 the street are now parking there at 17.[ght but he will make on effort tip stole that pending erection of the fence. Please Dole. this matter ihr^.1 o weeks so,ve may?see if the abw e work is completed by Char time. Thank you ibr po1:: help in this matter. Very tic'IIIN Abigad A. Wickhastn r—=,5- DO ._:.-J FF r�: r.::. rn:h 65 7.176 F.©61.002 LdW n£Fices WICKH11A1, BRESSLER 1.3015 Again Road, O Box 124 ASA P.C. h4aitituck,New York 11952 631-298-8353 Telefax no. 631-298-$565 i je ej r o, qts y mPi itlGen Co!�tidpv:iel crdnr 1cg,,lly privticped. 't is intended 1nr use only Sy the rycrscn !o ^ rn ,t t.direo cd f T,t 1 v� rccelved(his IclecopY it"'ror,please nntifY ui iintan ! 'A nrr nuc firr the rrn.m of h documents rr. ys nt no ensr Jo yeu. If a� p tone i.mmedieleiY so 1haz we please cal ➢ i do net receive�,'.1 of the pages indieatod, W)b1 cs soon as pgssiblc at tic numl3walleve, from;UAL `+v�sC'1.11Qht r� :_3��T� , LF—Y, OL -- - __ -;L This This is},age one of —_ - rr.-_sir H:S^ C"°': _i 29E 8 r:. 7175 P.001, • Law Offices • S WTCKHAM,BRESSLER, GORDON &GEASA,P.C. � 13015.Main Road, P.O. Box 7.4.24 Mattitncic, New York 1.1952 637.-298.8353 Telefax no.637-29M565 !:'his L e �rnlsson onn ams infntmet{nn coafidertial nndror lagn1lY privilcg=� It is intalded for use of?!y by the pecten to sa,m i ;.ciisccted. t.yvu have roccivcd tl'U to'.cWp}'ill.error,p!emc notfy ill by tol.Phonc inttnediatcly so that we m nrrantt.fer in return or6c documents to es et.no e06tto you. lfycu.do not rccc!ve al,ofthe pages indicated, plensc call a;seer,m Possible at the nanlbot above. y Fax N: �`/�" Tres.: G te/ t , GDate: �---- v '_-- -- Thi9 is Pale one of�`__ 631, 299 = uG4 TO:h_ 7GT 7L7.; P.OO2,0O,4 L:vw ornc rs iAluKHAM. BRESSLER.GORDON dL GEASA.P.C. 13013 MAIN armo, RK 1308 142,4 WILLIAA4 WICKHAN)06.02) MA"'il I1.1l IC.I.QNG IGI_,lTlf) GI'Ir'I.!+,Ri�SSL[:ly %J`-W YORK 119`2 2759110AD HO;LOW Roan ;i8(Cr 'rAI(,'KI-'.eM SUITE III I.)NNE.M GJRIO, ML:LVILLE. K'I W YORK 117Po7 U,.NE'(IEAC,A 631$9104353 _.. T'=1.1'.I rvX�'(`..G31,:9R$$45 631/494480 wwF nw'd;pol ui+tn TEMAX V2 6,3194,94MIA-�:..-,,,, October 2,2006 t r.. f Ac Bnwo Smog Soutfiold 'Tc"m Planting Othrd Port 0 Mice Rox 1179 — 53095 Again Road .Souihol_I. Ne.w 'Y'orl< 11971 Re: Sea Tow Cor orate H 10011-63.2-30.1: Towbee, LLC P Q � _ Lsci Iti s,'t?entl emem Endured no prepwacl Covenants ane, Restrictions regarding this matter. Please MY if acccptabie or if coneelion:;arc required, whereupon : will have the Covenants clad -c, -actions signer.. -ecorded. and a certified copy delivered to you. I provided for an exteruiola clime as we discussed. The company has Red Paul Cons to do the parking area., and it was suplaost-t9 to have been completed by last wccic. I'he cort:ractor is behind due to weather and other;,obs, but our client will keep after him Es he is concerned that tl•e job be completed by October prior 1:o the asphalt plants clocirg. e 'f I vow's, za".41 /Abigail A. Wickham 4 4Ic dnt M,uaO,1, EI-- 292 856G Ti,_,:'c3_ 76` =136 F.00--%004 DI Cf_.4f1,,^,TJC)�Jr COVI Vr1NTS 4ND RESTRICTIONS DECLARATION, made the clay of Oc'.ober. 2006. by TOWBfiG, LLC, A New York braitccl liability ompany with offices at 1560 Youngs Avenue. Southold, Neem Fork, \.Y.. referred 10 as the Dcclarant. W 1-1 1---REAS, th< Declarant is the o,,vner of certain teal propert} situate a1700 Hum irtel. Avenue. Southold. Towq orSOtnhold, County ol'Suffolk and State of New York, SCTWt000-63-2-30.1, mora particularly bounded and described as set forth it SCheduls 'A" artnexccl herct.r fOe "'Property'), and WHBR.LAS, :he Declarant has received site plan approval from the Planning Board of the Town of Southold for an office addition and accessory structures on the Property ithe "Approval"), and WI-I-REAS, the Mclara"rt has completed a substantia! portion of the work required by the ,Approval but has requested additional time to complete certain items described below. :rnd WHEREAS, the Planning Roam has considered the foregoing and determined that the same will be for the best interests of the Town, Decla^ant and subsequent owners of said parcels. TIERF.FORL The Dcclarant, For t,l.e purpose;ol'earrying out the intentions,above expressed, does hereby covenant:and agree that the Property shall hereafter be subject to the following covenant and re;trie'_ion which shall run with the land, to wit: 1. Declarant will install a second coal:oFasphalt and striping for parking lot on or before October 31. 2006. G__ 2925555 TU:E:_ 7S5 71-76 P.00�!0�14 2 Declarant will ir,s:aI aj privacy fencing along the south :'.de f tite property to :creer aii outdoor HVAC units, bI landscaping aIo�ig the rear ofthe steel building (Bui di)),31 and 0 fend m- around the dumpst.ers_on or before April 30. 2007. ;, Declurant will install fencing and a privacy gate on the westerly porion of tive ncoll•erly nrepercy lint. io n;ng with :he existing wall, as shown on the Site Plan,on or befot^e Oetober 31, 2007. 4- These :'aces nray be L:t&girded only by approval oftitc Planning Board, v6thout the necessity fer a pub!c hearing. IN '.� IT:Nl:,6S \. tHERLO!,. the Declarant about named has executed the foregoing Deaterali)rj the day and ye¢tr 0rst above ,xritten. T'ov✓Lee, TAX hv: Joseph Prohnhoefer Nesidcnt 57:S7t OF NEW Yt721C. COONTY 171' 5iIFF01 K., ss.. On foc:obc:r, 2006. bc;`ore mc, :he undersigned, a Noway Public in and tar said State. parsoually appeared Joseph T rohnhoefer personally knowr to rie or proved to me on The basis of scltisfacaory evidence that they executed the same in their capacity and that by their s gmt1ares or I:be instrument, the individuals, or the pctson or entity upon behalf of which the 'ndividvals acted, executed the instalment. Notary Public 0 \Tow. OF- "Your Road Service At Sea" ® — <� X11 August 8, 2006 Town of Southold Planning Board l— PO Box 1179 — Southold,NY 11971 Re: Request for Certificate of Occupancy-Sea Tow Corporate Headquarters 700 Hummel Ave, Southold SCTM#1000-63-7-30.1 Dear Ms. Woodhouse This is to confirm our understanding for work to be completed at the above reference site based on our meetings with you and the Board. The following is an amended list and timetable of items that remain to be done: • Second coat of pavement for parking area along with all striping. This work is scheduled for no later then September of 2006. • Installation of a privacy fence along the south-side of the property (LIRR tracks) to screen all of the outdoor HVAC units. Additionally, landscaping will be installed along the property line to the comer of the Steel Building. This work is to be performed no later then April of 2007. • Installation of a wall on Hummel Avenue to the west of the entranceway. This wall will be identical to the wall that currently exists to the east of the entranceway. This work is to be performed no later then April of 2007. • We amended our Site Plan to show the location of the dumpster. The dumpsters will be fenced no later then April of 2007. • Fencing will be installed on the "Bohn" section. Such fencing will be as appropriate and will join with the wall to the east on the "Sea Tow" section. The fencing will include a privacy gate for access. The location of the fencing is shown on the Site Plan. This is work is to be performed no later then October of 2007. If you should require any additional information in our request for a Certificate of Occupancy, please contact me at (631)765-3660 X3110. Sincerely, � i�pt. Joe Frohnhoe r__ ` CEO\Chairman 1r SEA TOW SERVICES INTERNATIONAL INC. • 631.765.3660 24 Hour• 631.765.5802 FAX a.•� 1560 YOUNGS AVE. • P.O. BOX 1178 9 SOUTHOLD, NEW YORK 11971-0958 �' 0 0 Submission Without a Cover Letter Sender: _Y/ Subject: SCTM#: 1000 - j Date: ( 111106 Comments: Ltl 'I�.� Qe (Z U�0�21� 5cSS1UN PI SC >n5 S �UN� Rik tr L. +i Submission Without a Cover Letter Sender: JU W(? E LLC Scfl -7C) �/ Com" 3 3 Subject: E�p pPo V A L_ , SCTM#: 1000 - Date: �/ G Comments: OF A LlIc l 4�1IC- PLArl CI-i��ti �cS f u(Z l�is�cts5ru,�1 W0k'l� 5 SSIU �� �wv ,W SEADOTONIIo "Your Road Service At Sea" July 12, 2006 7--_ QUI_Town of Southold Planning Board PO Box 1179 Southold,NY 11971 "."_'._ Re: Request for Certificate of Occupancy–Sea Tow CorporatctHcadquarters 700 Hummel Ave, Southold SCTM#1000-63-7-30.1 Dear Ms. Woodhouse: This is in response to Bruno Semen's letter of June 30 to the Planning Board detailing changes between the approved Site Plan and the As-Built Site Plan for the above referenced project. Parking Layout & Spaces: • Actual number of parking spaces will be 42 verses 41 on Approved Plan. Due to the placement & size of the Utilities on the North side of the property and the Gas for the Generator on the southeast side of the property, minor modifications needed to be made to retain the number of parking spaces on the Approved Plan. This included the changing of the parking stalls from diagonal to pull in. Entranceways: • The East Entrance was widened from 20' to 25' to facilitate access for trucks into the site. It was also moved slightly due to an existing tree that we wished to retain. The South Entrance was shortened from 30' to 25' to accommodate additional parking. Entrance & Curbing: • The Curb cuts at North Entrance were replaced with striping as being more functional. This is similar to what was approved on the East Entrance and Lot. Building E Bohn Contracting: • The Approved Site Plan specifically notes "Location of Possible Gate and Parking Expansion If Required." We did not meet the minimum parking requirements for the Site based on the square footage of the Buildings. We believe that the parking is more then sufficient since our business consists of rotating 24/7/365 shifts. The parking and gate on the "Bohn Contracting building" is clearly shown as an option should we require additional parking in the future. 1` SEA TOW SERVICES INTERNATIONAL INC. • 631.765.3660 24 Hour• 631.765.5802 FAX ,,,� 1560 YOUNGS AVE. • P.O. BOX 1178 • SOUTHOLD, NEW YORK 11971-0958 ° ��— SFAIMM*(@ "Your Road Service At Sea" Building#3: • A concrete pad was installed in front of the Building to extend the life of the lot and create a work area. While the edge of the concrete pad reaches to the edge of the parking spaces, it should not matter whether a vehicle is driving over asphalt or concrete. Only in special circumstances will this area be used as it is for overflow. Building#2: • We are deciding on the most appropriate location for the dumpsters. The location on the Approved Site Plan was too near the building & didn't permit us room for a second recycling dumpster. They will likely be placed on the West end of the parcel alongside Building#3. We will commit to fencing the dumpsters. Building#2/#1 Addition: • The Breezeway between the two buildings was changed slightly without significant changes to the square footage. Modifications were due to the requirements to add a Fire Escape. Also, the 20' x 20' noted includes overhang of roof and the stairwell to the Basement was shown on the approved Site Plan. Buildigi#1 Walks: • Due to time and financial constraints, all walkways were done in Concrete rather then Brick\Stamperete. Additional sidewalk was added to the west side of the new building since the dumpster location was moved, for Bicycle Rack area and to provide a nice arch to the loading dock. AC Units: • The first estimate was that only 6 units would be needed. Upon full review of the cooling requirements for the Building, it was determined 10 units were needed rather then 6. Southside of Property: • Arborvitaes were planted along southeast property line to screen out the generator and we have committed to install fencing to screen out AC units. The remaining portion of the southside of the property line is an active railroad siding that is not viewable by any neighbors. We hope that the above provides sufficient justification for the deviations noted by Mr. Semon from the Approved Site Plan. Sincerel apt. Joe I efer //11C1`EO\Ch4inan 1` SEA TOW SERVICES INTERNATIONAL INC. • 631.765.3660 24 Hour• 631.765.5802 FAX 1560 YOUNGS AVE. • P.O. BOX 1178 • SOUTHOLD, NEW YORK 11971-0958 �� �� • i All 411 BUILDING SPECIFICATIONS The manufacturer is not responsible for the concrete foundation design. TV T MPIA STEEL B UILDINGS The structure under this contract has been designed and detailed for 11 the loads and conditions stipulated in the contract and shown on these drawings. Any alterations to the structural system or removal of any component parts, or the addition of other construction materials or loads must be done under the advice and direction of a registered architect, civil DESIGN LOADING DRAWING INDEX or structural engineer. The manufacturer will assume no responsibility for This structure is designed utilizing the loads Indicated and applied by the CS-1 Drawings Cover Sheet any loads not indicated. !NY STATE 02 This manufactured building is designed with the manufacturer's standard design - -- CS-2 Fastener Schedule t the contract,,, to confirm that these loads practices which are based on pertinent procedures and recommendations It is E1 Anchor Bolt Plan comply with the re:i_i- of the local building de ements g partment. of the following organizations and codes E2 Anchor Bolt Details & Notes --American Institute of Steel Construction "Specification for the design Specific loads ( '.ee ;ructural calculations and foundation reactions.) fabrication and erection of structural steel for buildings" 9th edition. E3 Rigid Frame Elevation -American Iron and Steel Institute "Specification for the design of cold 20 PSF !_Ive Load formed steel structural members" 1996 edition. E4 Sidewall Framing -American WeldingSociety "Structural Welding Code" AWS D1.1 -98 Chapter LL R.duction Allowed Yes ❑ No Y 9 P E5 Endwall Framing 2 relating to prequalified complete joint penetration groove welds and chapter 45 PSF Ground Snow Load E6 Roof Framing 8 part B relation to allowable stresses. 1.0 Thera.--' '_octor (Ct) -Metal Building Manufacturers Association "Specification for the design 0.9 Snow L_oosure Factor (Ce) E7 Sidewall Sheeting fabrication and erection of the structural system" most current edition. Material properties of steel plate and sheet used in fabrication of 120 MPH `-i,od Load Exposure C (If applicable) E8 End Wall Sheeting primary rigid frames and all primary structural framing members (other than 2.2 PSF Ieej Load (Metal Bldg. Weight - Purlins, Panels, Etc.) E9 Detail Drawings cold-formed sections) conform to ASTM A-529 or A-570 or A-572 all with a 0 PSF C,:iatarol Load (Ceilings, Sprinklers, Etc.) E10 Detail Drawings minimum yield point of 60 KSI. Material properties of cold formed light gage steel members conform to the 1 Use C.ae:pry ( Iw= 1 Is= 1 Ie= 1 ) E11 Trim Drawings requirements of ASTM A-570, with a minimum yield point of 60 KSI. High strength bolts and their installation shall conform to ASTM specification SEISMIC DATA These Drawings art C rE ;� W g A-325 and are designed as bearing type connections with threads included in El LS h9 5 U the shear plane. Tightening of these bolts is recommended by the 1) Mapped `-pectral Acceleration fpr Short Period, Ss _.25_ Turn-of-the-nut method, per "AISC Specification for Structural Joints." 2) Site Fa 1.6 Jul{ Permit Only Not for Constr CoeRc.ent, All primary structural members except bolts and fasteners shall receive one - Y coat of Iron Oxide inhibitive primer. 3) Seismic Ur.;: Group = Group I ❑ Approval * Shop and field inspections and associated fees are the responsibility of the 4) Seismic C'-='gn Category = B ❑ Other : Southold Town contractor, unless stipulated otherwise. * Approval orders must P!anm7gBDard 5) Soil Claw PANEL RIB AS REQUIRED ON rf AS, DRAWINGS ONE HALF PANEL INSIDE CLOSURE ROOF PANEL TAPE SEALANT ----- ----- ENDWALL ------------- ROOF LINE CLOSURE BLANKET \ I PURLIN FLANGE wsuunoN (OPTIONAL) \\ EAVE PUSHING EAVE (OPTIONAL) TRIM DOUBLE \ `\ ` SIDED TAPE INSULATION (BY OTHERS) (OPTIONAL) #14 FASTENERS SEALANT DOUBLE SIDED TAPE A —O l'-O" O.C. (BY OTHERS) IN CLOSURE INSTALLATION OFWALL PANEL ENEL PURLIN FLANGE EAVE PURLIN EAVE PURLIN ALL PANEEL THE FIRST ROOF PANEL SECTION AT EAVE (UNLESS NOTED ON DRAWINGS) FASTENERSCHEDULE If PURLIN`�J' PURLIN ROOF PANEL SAVE PURLI� INSULATION S INTERMEDIATE PURLIN �/ 14 FASTENERS O EAVE DIE FORMED RIDGE PURUN DIE FORMED RIDGE PURLIN O RAFTER SIDEWALL O RIDGE CAP I EAVE PURUN REVERSE "R' PANEL EAVE TRIM I PURUN FLANGE I I I� INTERMEDIATE ` SIDEWALL GIRT \z`I APE SEAUNT COLUMN RIDGE CAP a I I TAPE SEAUNT RIDGE PURLIN INTERMEDIATE PURLIN RIDGE PURLIN E SEE BUILDING ERECTION DRAWINGS EAVE FOR ACTUAL DIMENSION. O PURLIN 4� A. URLIN� EAVE URLIN INTERMEDIATE PURLIN GIRT O EAVE PURLIN RAKE ANGLE O O INTERMEDIATE ENDWAL SIDEWALL GIRT RAFTER COLUMN O f SIDEWALL GIRT /O DOOR A J BASE ANGLE- HEADER A DOOR JAMB BASE ANGLE C. WINDOW JAMB BASE TRIM (OPTIONAL) DOOR JAMB WINDOW SILL INTERMEDIATE GIRT OR (BB) l DOOR HEADER RAKE ANGLE © INSIDE CLOSURE DOOR HEADER FRAME OPENING TRIM O ABLE TRIM HEAD TRIM: TR041 JAMB TRIM: TR302 0000 BASE TRIM 00 CORNER TRIM c (2) TR302 h TR022 DETAIL: A # 14 SELF-TAPPING FASTENERS DETAIL: B # 14 SELF-TAPPING ROOF FASTENERS DETAIL: C 30" O.C. AT SIDE LAP 30" O.C. AT SIDE LAP I # 12 SELF—DRILL FASTENERS # 12 SELF—DRILL ROOF TFASTENERS STITCH FASTENER T T T T #14x7/8" T T T T T 1'-6" ON CENTER # 14 SELF—TAPPING ROOF FASTENERS # 14 SELF—TAPPING ROOF FASTENERS DATE: 10/8/01 30" O.C. AT SIDE LAP DETAIL: E 30 O.C. AT SIDE LAP DETAIL: D # 12 SELF-DRILL ROOF FASTENERS # 12 SELF-DRILL ROOF FASTENERS ! DWG NO: CS - 2R 1 o Dia= 1/2" a= 3 1 q 2 i / 70'-0" OUT—TO—OUT OF STEEL D 4" 3 00 ro o X—Bracing � �1 ® ® ® ® ® Fn-I B I ® M C 10 F F O O O . 00 a I N m m N I X X U ® Lm- A D ® U C O 0 O � h Y E o :r °$ O0 a a O Y r2 M d I 0 O 0 O O m ® A D ® m 0 rn m I c c I a m GO f X X ZE® G - -O ® ® ® H H ® ® G G C120-1 - - - - - - - - - - - � zo F- - - - - - - - - � 12 0 Field Located a of Walkdoor I m 10,_01, 12,_0„ 1 3'-0" 3'-0' 'q'—O" 3=0" 3'-0" 12,_0" 25'-0" 20'-0" 25,_0„ 1 2 3 4 BASE NOTCH DETAIL �/2 STEEL ANCHOR BOLT PLAN REQUIRED WHEN BASE TRIM LINE NOTE: All Base Plates ® 100'-0" (U.N.) IS NOT ORDERED. F.F. BASE FOUNDATION NOTCH �� OLYMPIA STEEL BUILDINGS Customer:SEA TOW SERVICES INTL.,INC. City:McKEES ROCKS State:PA City:SOUTHOLD State:NY WILL REQUIRE THE PERIMETER - - Designer:JMD Date: 8/21/03 Drafter:DLS Date: 8/27/03 OF THE FOUNDATION TO BE No.: 1 1/2" WIDER THAN SHOWN. Detailer: Date: Office: Job No.: Checker: I Date: Office: 4604 SECTION AT SHEETING NOTCH (SEE DETAIL TO THE RIGHT.) (TYPICAL EXCEPT AT FRAMED OPENINGS) ANCHOR BOLT PLAN Sht. E1 of 11 Die= 3/4" 3/4' Die= f4 0 GENERAL NOTES ° COLUMN UNE �fO� 8„ - T 3 3 _ 190 W 10" FOUNDATION R DESIGN AND CONSTRUCTION ARE O NOT THE RESPONSIBILITY OF THE BUILDING - T - MANUFACTURER. r , 2. THE BUILDING REACTION DATA, REPORTS THE LOADS MICH THIS BUILDING PLACES ON THE m ® I ® 4„ ce[ 4FOUNDATION. 003.Fo COLUMN EXCEED AABEARNG PRESSURESE PLATES ARE S DESIGNED TO -- 1 U POUNDS PER SQUARE INCH. EW L J 8" SW 4. ALL ANCHOR BOLTS SHALL BE ASTM A307 OR Z' Z" EQUAL IN ORDER TO CONFORM TO THE BUILDING SW 1'-O"' MANUFACTURER. DESIGN ASSUMPTIONS BASED ON THE 2" 2" AISC MANUAL wOF STEEL CONSTRUCTION. ABLE STRESSES GIVEN IN TME H H See Plan 4 GL FRAME 6. AN HOR BOL EMBEDMENTOR BOLTS TO BE PENGTHYIN CONCRETE DETAIL A DETAIL E DETAIL I I To BE DESIGNED BY OTHERS, IV IV FRAME UNE ANCHORDia= 3/4 �O DIa= 3/4 8" i B. nNSHEDBSIRFACE TO BE T PROJECTION *ONESSNCRETE OTHERWISE 3 �f NOTED BY FOUNDATION DESIGNER. RIGID FRAME: ANCHOR BOLTS k BASE PLATES (n 3 3 9 P 7. ANCHOR BOLTS SHALL BE ACCURATELY SET TO _ ___________ _______ O - A TOLERANCE OF +/- 1/8 IN ELEVATION F. Col Arc. Bolt Base Plate (in) Grout T AND LOCATION. Line Line NoD(in) wild Len Thk (in) O ® � 4„ 8. IF THIS PROJECT HAS BYPASS GIRTS, IT CULL ---------------- ------ REWIRE THE SIDEWALL COLUMN BASES TO BE 2 • 0 4 0.750 8.000 12.°0 0.500 0.0 SET BACK FROM SIDEWALL STEEL UNE BY THE 2 • A 4 0.750 8.000 12.04 0.500 0.0 ® DEPTH OF ME GIRT SYSTEMA ((8, or 10'. EO ml Q" THIS MAY REWIRE THE SIDE WALL FOOTINGS 4„ - 1 - TO INCREASE IN DEPTH. 2 • Frame lines: 2 3 J RY EW I 8" 9 AND RPANEL/TRIMKITEMS MAY BE NECESSARYOF STRUCTURAL. TO 1----1---i rt�I ENSURE PROPER TIT, SUCH WORK IS CONSIDERED RIGID FRAME: BASIC COLUMN REACTIONS (k ) SW Z Z A NORMAL PART OF METAL BUILDING ERECTION. Frame Cdumn - --Dead-----Collateral- --Live---- --W d11--- --Wnd-Rl---- --Wind-1_2--- W: WILL NOT HONOR BACKCHARGES FOR MINOR Line Line Horiz Vert Harz Vert Horiz Vert Horiz Vert Hora Vert Horiz Vert 2 2' FIELD WORK. 2 • D 0.43 1.51 0.00 0.00 4.27 12.76 -5.74 -11.04 1.14 -6.55 -6.00 -6.67 8 -�il See Plan 2 • A -0.43 1.51 0.00 0.00 -4.27 12.76 -1.14 -6.55 5.74 -11.04 -0.89 -2.18 Frame Column --Wind_R2--- -Seismic-L- -SaismiaJi-- --LnWnd_L-- --LnWOd_R-- -FIUNB-.L 1- DETAIL B DETAIL F Line Line Hod. Vert Horiz Vert Honz Vert Horiz Vert Horiz Vert Horiz Vert 2 • D 0.89 -2.18 -0.15 -0.12 0.15 0.12 0.45 -11.91 -0.20 -10.45 3.53 5.10 Dia= 3/4" 4" DIa= 1/2 2 • A 6.00 -6.67 -0.15 0.12 0.15 -0.12 0.20 -7.88 -0.45 -9.34 -3.60 16.20 O'< Lina Frame Column .60 20 Ln 3" 3" 91 �5" 2 • D 3.60 15.20 m O I~J(I 2 • A -3.53 5.10 2 • Frame lines: 2 3 1 r 1 0 NOTES FOR REACTIONS WIND BENT REACTIONS O O 2 1/2 i Reactions O Use U-- cd Wm(k ) seismic` 1 Ana-Bole Width ILengt) 4" 2 3/4" the following reactions are based on Loc Lina Line Horz Vert Harz ort No - --- Length --- - the following building data: --- -A -1 ---- --- ---- ---- ------- ----- -1000 - J EW J FEW A 1 1.81 2.39 0.32 0.42 2 aJ50 8.00 10.00 0.50 I ' I Width (it) = 40.0 FLength _SW A 2 1.81 2.39 0.32 0.42 2 0.750 8.00 10.00 0.50 k---I� SW Ea" Height (ft) = 16.0/16.0 [N]H I 9' 2' 2' Roof Slope (rise/12 ) - 2.0/2.0 - - I- �I Dead Load (psf ) 2.2 1 V t V 8 See Plan Collateral Load (pef ) = D.D Roof Live Load (psf )= 20.0 DETAIL C DETAIL G Frame Live Load (psf )= 12.0 Snow Load (psf ) = 28.4 Die= 3/4" P Dia= 1/2" Dia= 1/2' ' Wind Speed (mph ) = 120.0 a Wind Code = IBC 00 �p I 3" Exposure = C 3" 3" �'P 3" =- 1( Closed/Open = C O Importance - Wind = 1.00 ---� r---� Importance - seismic = t00 ENDWALL COLUMN REACTIONS(k f- r Seismic Coeff (Fa•Ss) = 0.40 O O6.0 MAXIMUM VERTICAL OL+WLMUM VERTICAL +LL =-42 O 2 1/2" c 2 11/2" Id Description MAXIMUM HORIZONTAL DL+WL = 2.8 o 2 t/2 O '0[ O ______________________ 4n LL O 2 3/4" 2 3/4 L J L J 2 3/4 2 o6ODL+WR1 BRACING REACTIONS, PANEL SHEAR EW J I J 3 O.6ODL+W2 L_ 4 0.60D1_+W22 t Reactions (k ) Panel SW 5 DLCO+Fl UNB Loc Line Cd --Wind Hori Vertic- Shear 6 DL+CO+FIUNB_LL 1 Loc Line Line Horz Vert Horz Vert (Ib/it) 2' 2" 2" 2" 2 7 DL+CO+ LL 2 ___-_______-_________-___ 3'-4" 8 O.6DL+W2I+WWRI+W � S W 1 0.9 1.1 0.2 0.3 See Plan See Plan 9 O.6ODL+WP C C 0.9 1.1 0.2 0.3 10 O.6ODL+WL7+WS B 0.9 1.1 0.2 0.3 DETAIL D DETAIL H DETAIL AT FIELD LOCATED FRAMED OPENING F_SW A Wind Bent 9n nail 0.2 0.3 Wind R-EW 4 A 0.9 1.1 0.2 0.3 B 0.9 1.1 0.2 0.3 C 0.9 1.1 0.2 0.3 D0.9 1.1 0.2 0.3 B_SW D 3 .2 3.6 2.6 0.9 0.6 OLYMPIA STEEL BUILDINGS Customer:SEA TOW SERVICES INTL., INC. City:McKEES ROCKS State:PA City:SOUTHOLD State:NY Designer:JMD Date: 8/21/03 Drafter:OLS Date: 8/27/03 Detailer: Date: Office: Job No.: Checker: Date: Office: 4604 ANCHOR BOLT DETAILS & NOTES Sht. E2 of 11 SPLICE BOLTS • MEMBER SIZE TABLE (int Splice Top Of Plate am Of Plate PIECE WEB _ TH WEB PLATE OUTSIDE NGE INSIDE FLANGE Mark Qnt Typ Dia Len Qnt yp Dia Len START END THICK I LENGTH W x T x L N W x T x LEN Sp— 1 4 A325 0.625 2.00 4 A325 0.625 2.00 RF1-1 11.0/17.5 0.135 15'-4 13/16" 5 x 3/16" x 15'-2 7/16" 5 x 1/4" x 13'-7 7/8" 5 x 1/4" x V-10 7/16" Sp— 2 4 A325 0.625 2.00 4 A325 0.625 2.00 RC RFI-2 17.5/13.5 0.160 18'-3 5/16" 5 x 1/4" x 18'-3 5/16" 5 x 3/16" x 18'-1 1/16" RF1-3 17.5/11.0 0.135 15'-4 13/16" 5 x 1/4" x 1'-10 7/16" 5 x 1/4" x 13'-7 7/8" '/FLANGE BRACES: Both Sides(U.N.) 5 x 3/16" x 15-2 7/16" FBxxB(1): xx=length(in), (1)=one side B - L2X2X1/8 7" 1'-0 -0" 20"-I 7/2" —I-t`3 13116 ' 4 -�. PBR, Fern Green SPS q_9 1 i SPS 26 Ga. 4 4 256 1)FB24.- . 4 —9 73/78.. F82 � \LSBf7) j F8258 _ .i _ F -oB25B(7) o Z12 f:B34130) ..� .J N � 12 io RF1-2 RFI-2 iO I I II I i I I I o Im ED NI N o m �+ I I m O + I w t I io r-� n_ _ 4 'ixU OQ O l a W I O I aU �U I I I I I I I I IL—I I I I I I I I I 35'-8 1 8" 1'-5 15/16" 8" CLEAR +/- 40'-0" -40'-0" OUT-TO-OUT OF STEEL RIGID FRAME ELEVATION A f FOR FRAME LINE 2 3 OLYMPIA STEEL BUILDINGS Customer:SEA 70W SERVICES INTL., INC. GENERAL NOTES: City:McKEES ROCKS Siate:PA City:SOUTHOLD State:NY MINOR FIELD WORK OF STRUCTURAL, SECONDARY Designer:JMD Date: 8/21/03 Drafter:OLS Date: 8/27/03 AND PANEL/TRIM ITEMS MAY BE NECESSARY TO Detailer: Date: Office: Job No.: ENSURE PROPER FIT. SUCH WORK IS CONSIDERED Checker: Date: Office: 4604 A NORMAL PART OF METAL BUILDING ERECTION. WE WILL NOT HONOR BACKCHARGES FOR MINOR RIGID FRAME ELEVATION Sht. E3 of 11 ILFIELD WORK. BO BLE: FRAME LINE A & D LO N IQUAN TYPE DIA LEN WF-1 - WI--ZI 8 A325 5 8 2 1 70'-0" OUT-TO-OUT OF STEEL 4 MEMBER TABLE FRAME LINE A & D MARK PART LENGTH 25'-0" 20'-0" T 25-0" WF-1 W10631 15'-8 WF-2 W14641 21'-7 3/8" DJ-1 8x25C16 9'-1 1/2" _ DJ-2 1Ox25C14 15'-1 1/2 E-1 U 2 E-2 E-3 DJ-3 1Ox25C15 15'-1 1/2, ° 11,3— Ml 'I I N D l DJ-4 8%25C16 15'-1 1 /2 " ® WF-2 3 3 DJ-5 10%25[15 15 -1 1/2" G-5 DH-3 1G6 DH-2 - DJ-6 1Ox25C14 15 -1 1/2" L t DH-1 8%25C16 3'-3 1/2' oDH-2 1Ox25C15 11 -11 1/2 " DH-2 f DH-3 8x25C16 13'-11 1/2" G-7 E-1 10x30E12 24'-11 1/4 5 G-6 E-2 10x3OE12 24'-11 1/2 uj ' I E-3 1Ox3OE12 24'-11 1/4"" " 0 _ 10 E-4 1Ox3OE12 24'-11 1/4" DH-1 E-5 IOx3OE12 24'-11 1/2 " E-6 1Ox3OEi2 24'-11 1/4" G-5 8x25Z16 9'-7" G-5 G-6 G-7 G-6 8x25Z16 5'-3" E ILI � G-7 8x25Z16 9'-7" G-8 8x25Z12 25'-11 1/2" BA G-9 8x25Z15 25'-11 1/2 - -- - - - - - - - - - - - - - _ 0 _ IHMJ d HI ®7 G-118x25Z16 22'-0" EC-4 "3F'—e4 RF1-3 RFI-3 EC-5 G-12 8x25Z12 25-11 1/2 - 101-01112'-03'-03'-00 3'-03'-0 14'-0" 3'-0 3'-0 12'-0" 10'-0" I G-13 0.38 5 25'-11 1/2 - CB-5 8x2 CBL 22'-11 CONNECTION PLATES FRAME LINE A & D El ID I MARK/PART— SIDEWALL ARK PARTSIDEWALL FRAMING: FRAME LINE 1 CL020 2 Cl-002 3 CL025 4 CL213 4 70'-0" OUT-TO-OUT OF STEEL 1 6 BSCL 3 29 25'-0" 20'-0" 25'-0" E-4 2 E-5 E-6 10 I G-9 G-11 G-13 I ' :r G-8 G-10 G-12 0 I 0 I e 5 Ce\ G G-8 1 G-10 S G-12 BAM EC-8 RF1-1 RF1-1 EC-1 GIRT t'-o' LAPS tet'-0- —l''-o' SIDEWALL FRAMING: FRAME LINE D OLYMPIA STEEL BUILDINGS Customer:SEA TOW SERVICES INTL., INC GENERAL NOTES: City:McKEES ROCKS State:PA City:SOUTHOLD State:NY MINOR FIELD WORK OF STRUCTURAL, SECONDARY Designer:JMD Date: 8/21/03 Drafter:OLS Date: 8/27/03 AND PANEL/TRIM ITEMS MAY BE NECESSARY TO Detailer: Date: Office: Job No.: ENSURE PROPER FIT. SUCH WORK IS CONSIDERED A NORMAL PART OF METAL BUILDING ERECTION. Checker: Date: Office: 4604 WE WILL NOT HONOR BACKCHARGES FOR MINOR SIDEWALL FRAMING Sht. E4 of 11 FIELD WORK. BOLT. LE: FRAME LINE 1 & 4 LOCA-jIWN QUAN TYPE DIA LEN ER-1—ER-2 4 A325 1/2" 1 3/4- 40'-0" 440'-0" OUT—TO—OUT OF STEEL A ER-1—ER-1 4 A325 1/2" 1 3/4" Corner—Column 4 A325 1/2" 1 3/4" C B Column 12 A325 1/2" 1 3/4" MEMBER TABLE RA FRAME LINE 1 & 4 MARK PART LENGTH 12 7 s 2 2 EC-1 8x25C16 14'-4 1/16" 'I T _ � _ 7C EC-2 8X50D15 16'-5 3/8" ER— _ _ ER—Z EC-3 8X5OD15 16'-5 3/8" 17 _ — — — — _ 1 EC-4 W8531 14'-6 3/8" 3 © � 2 EC-5 1Ox25C15 14'-4 1/16;' 2'-6" EC-6 1Ox25C12 16'-5 3/8 3 G-1 G-2 G-3 rJ® 2 —g EC-7 1Ox25C12 16'-5 3/8' o al a a ® a ® _ EC-8 1Ox25C15 14'-4 1/16" o ER-1 10X50D14 20'-1 1/2" 6 I I ER-2 10X50D14 20'-1 1 I� G-1 G-2 G-3 ® DJ-1 8x25C16 9'-1 1 2" o a s a s a a a s �© DH-1 8x25C16 3'-3 1/2" s 9 , G-1 8x25Z16 11'-11' o G-2 8x25Z16 12'-7" �B H-1 o� G-3 8x25Z16 11'-7" G0 `2 G-4 8x25Z16 13'-3" G-1 G-2� _ G G-3 �® CB-1 0.25—CBL 18'-3" 4 4 4 4 4 4 4 5 ® CB-2 O.25—CBL 16'-8 �O BA 2 � B �y 3 `� CB-3 O.25—CBL 16'-4" _ _ —�-�,,,� _ CB-4 0.25 CBL 17'-9" C� �ha� s Fielder — — H CONNECTION PLATES EC-1 EC-2 3'-4 EC-3 EC-4 FRAME LINE: 1 & 4 ' El!D MARK PART 1 CL003 2 CLO81 3 CL083 ENDWALL FRAMING: FRAME LINE 1 s c 028 6 CL050 7 CLI 23 A 40'-0" OUT—TO—OUT OF STEEL D 02 9 CL025 10 CL052 B C 11 CL244 13' 4" 13'-4" RA 12 5 2, In � 1 122 , ER—T _ _ — — — _ ER—g , 17 _ _ — — 17 3 2 2 2'-6" 3 G—, G-4G-1 2,-6,. o o ,—J G—, G-4 G-1 O 4 4 L4 4j (11 41 4 4 c0 p I 6 G-1 G-4 G-1 ' CABLE NOTES: D a s a a a 1 :o FIELD SLOT GIRTS FOR a tO 1 BA 1 CABLE TO PASS—THRU. �Lfl --- - -- �� - - - - - - - -- - (1b(D EC-5 EC-6 EC-7 EC-8 ENDWALL FRAMING: FRAME LINE 4 OLYMPIA STEEL BUILDINGS CusforneCSEA TOW SERVICES INTL., INC. GENERAL NOTES: City:McKEES ROCKS State:PA City:SOUTHOLD State:NY MINOR FIELD WORK OF STRUCTURAL, SECONDARY Designer:JMD Date: 8/21/03 Drafter:DLS Date: 8/27/03 AND PANEL/TRIM ITEMS MAY BE NECESSARY TO ENSURE PROPER FIT. SUCH WORK IS CONSIDERED Detailer. Date: Office: Job No.: A NORMAL PART OF METAL BUILDING ERECTION. Checker: Date: I Office: 4604 WE WILL NOT HONOR BACKCHARGES FOR MINOR FIELD WORK. ENDWALL FRAMING Sht. ES of 11 MEMBER TABLE ARK PART LENGTH P-1 10P25Z12 26 -11 1 2 P-2 10P25Z12 24'-0" P-3 10P25Z12 26'-11 1/2" 1 q E-1 10x30E12 24'-11 1/4 70'-0" OUT-TO-OUT OF STEEL E-2 10x30E12 24'-11 1/2" 1 E-3 lDx3OE12 24'-11 1/4" 2 ?i E-4 10x30E12 24'-11 1/4" 25'-0" 20'-0" 25'-0" E-5 10x3OE12 24'-it 1/2" E-6 tOx3OE12 24'-11 1/4" CB-6 0.38-CBL 21'-9" D E-6 RFI-1 L-5 -,RFI-1 E-4 CB-7 0.25-CBL 18'-9" I I I I P-1 (TyP) P-2 (TVP) P-3 (TyP) I a a N a I RF1-2 RF1-2 o m 6 cg I o 0 0 I i CB�� Oe,7 RC P-3 (TyP) P-2 (TyP) P-1 (TyP) I (24) I oz I o < I i CKRF1-2 RF1-2 O N N N I I 0 O O I ( I 1 ce' > ce s I v I A E-1 RFI-3 E-2 RFI-3 E-3 PURLIN 2'-0' 2'-0" ROOF LAP 2'-0" 2'-0" SHEETING ROOF FRAMING PLAN PANELS: 26 Go. PBR Fern Green OLYMPIA STEEL BUILDINGS Customer:SEA TOW SERVICES INTL., INC. GENERAL NOTES: City:McKEES ROCKS State:PA City:SOUTHOLD State:NY MINOR FIELD WORK OF STRUCTURAL, SECONDARY Designer:JMD Date: 8/21/03 Drafter:DLS Date: 8/27/03 AND PANEL/TRIM ITEMS MAY BE NECESSARY TO Detailer: Date: Office: Job No.: ENSURE PROPER FIT. SUCH WORK IS CONSIDERED A NORMAL PART OF METAL BUILDING ERECTION. Checker: Date: --:d 4604 Office: WE WILL NOT HONOR BACKCHARGES FOR MINOR FIELD WORK. ROOF FRAMING Sht. E6 of 11 fl E TR104L (Gutters with 4 downspouts & elbows' TR104R TR105L TR120 TR060 TR214 TR125 TR140 TR1_42 TR105R ❑ ❑ 0 0 00 0 0 0 0 I I I I I I I I ', O O O N IT N N N N N N a a a T11041, TR042 TR041, TR042 TR041, TR042 I E Trim_1 I I I� _ ca cD iD co F TR042 I I� o I & I� O 10 Of i rim_39 Of H H to � 01 I ( 1 I1I Ici o f o 0 o I to of & 10f Of Of J J LAP SIDEWALL SHEETING & TRIM: FRAME LINE A PANELS: 26 Go. R — Light Stone e _I E TR104L (Gutters with 4 downspouts & elbows' TR104R TR105L TR120 TR060 TR214 TR125 TR140 TRi 42 TR105R ❑ ❑ I I I I NT T 7 T I T T T1 IT 71 I �i I I I I O O c0 N m [O i0 iD c0 c0 tD 'O O — — — — — — — — If f rim_39 I I n P SIDEWALL SHEETING & TRIM: FRAME LINE D PANELS: 26 Go. R — Light Stone GENERAL NOTES: OLYMPIA STEEL BUILDINGS Customer:SEA TOW SERVICES INTL., INC. City:McKEES ROCKS State:PA City:SOUTHOLD Sfate:NY MINOR FIELD WORK OF STRUCTURAL, SECONDARY Designer:JMD Date: 8/21/03 Drafter:DLS Date: 8/27/03 AND PANEL/TRIM ITEMS MAY BE NECESSARY TO Detailer: Date: Office: Job No.: ENSURE PROPER FIT. SUCH WORK IS CONSIDERED A NORMAL PART OF METAL BUILDING ERECTION. Checker: Date: Office: 4604 WE WILL NOT HONOR BACKCHARGES FOR MINOR FIELD WORK. SIDEWALL SHEETING Sht. E7 of 11 i DECAL TR101 nl TR080 TR080 E I a I I _ L - ^ ; m IF? m T f �TR04 tR042 p�pa rY o F I 2 -D LAP ENDWALL SHEETING & TRIM: FRAME LINE 1 PANELS: 26 Co. R — Light Stone DECAL TRI 01 TR 80 7R08p g i I I i L _i III w rn Irn rn m T I 2'—0 LAP ENDWALL SHEETING & TRIM: FRAME LINE 4 PANELS: 26 Go. R — Light Stone OLYMPIA STEEL BUILDINGS Customer:SEA TOW SERVICES INTL., INC. GENERAL NOTES: City:McKEES ROCKS State:PA City:SOUTHOLD State:NY MINOR FIELD WORK OF STRUCTURAL, SECONDARY Designer.JMD Date: 8/21/03 Dratter.DLS Date: 8/27/03 AND PANEL/TRIM ITEMS MAY BE NECESSARY TO ENSURE PROPER FIT. SUCH WORK IS CONSIDERED Detailer: Date: Office: Job No.: A NORMAL PART OF METAL BUILDING ERECTION. Checker: Date: Office: 4604 WE WILL NOT HONOR BACKCHARGES FOR MINOR FIELD WORK. ENDWALL SHEETING Sht. E8 of 11 Q) 412 X 1 1/4PURLIN t'-10 1/2' CL153 2" W/ 8" PURLIN S.O.S. PURLIN (IF ftE0'D.) 4" W/10" PURLIN RA CAVE STRUT 112'0 X 11/4' - - - - 1/2'0 x 1 1/4" 4" ENDVALL RAFTE A307 BOLTS 1/2'0 X 1 1/4' FO -p1 - - _ A307 BOLTS (TYPJ(U.N.) A307 BOLTS 1 (TYP.)(U.N.) x-43 1/BO X 1 3/4' CL020 (TYPJ(U.NJ 1/2.0 X 1 1/4' 2" A325 BOLTS LL020 (IF R I (307 BOLTS - - - 2' V/8' GIRT ENDWALL COLUMN 2' V/8' GIRT ENDVALL COLUMN (IF REO'➢J p Q (TYPJ(U.NJ rix - - - - - - - 4' V/IO' GIRT 4' V/l0' GIRT - _ _ _ _ W_ _ CL020 CL020 1/2' ENDWALL _ _ _ _ - - _ RAFTER a O p p O 4' p CL081 <N.SJ FLANGE O O p O O O BRACE BEYOND I Q QF REO'0.) ENDWALL RAFTER 8) 1/2"0 x 1 3/4" 1/ X 1 3/4' A3 BO - - - - - A325 BOLTS A325 BOLTS (8)1 1/2'0 X 1 3/4'1 II 01083 CL081 ENO VALE GIRT ENDWALL GIRT ENDWALL GIRT II Q II A325 BOLTS ENDWALL GIRT ENDWALL COLUMN (SINGLE CEE, DOUBLE CEE, GIRT DEPTH ORNER 2' OR WELDED MEMBER) ENOWALL COLUMN COLUMN ?($INGIE CEE, DOUBLE CEE - WELDED MEMBER) A2 COLUMN TO ENDWALL RAFTERBi ENDWALL COLUMN T❑ ENDWALL RAFTER B16 C1 ENDWALL COLUMN GIRT CONNECTION CORNER COLI!MN TO ENDWALL RAFTER C2 ENDWALL COLUMN GIRT CONNECTION SIDEVALL GIRT a 2' w/ 8' GIRT u EV 4' w/ 10' GIRT o 2' V/ 8' GIRT ENDWALL GIRT m ENDWALL COLUM 01003 2' 4' 4' V/ IO' GIRT m' S"EVALL GIRT ' 0 I II 3 j iN< *4' CORNER COLUMN ENDVALL COLUMN CL020 I CORNER I II i II COLUMN 01020 I 11 m a - - - - - (4J 112'0 x 13/1' (2) 3/4, AN OR B _ _ _ _ _ _ I - - - - - jA325 BOLTS ANCHOR BOLT$ ANCHOR BOLTS CL 2(GIRT 1 I 0— " wCL003 BASE PLATE V/10' GIRT I JI' J' 1 (N.S. & F.SJ 1 - - (4) 1/2'0 x l 3/4' 1 1 I O (2) 3/4'0 A325 BOLTS O O a a a CLU-- CORNER - - - - ANCHOR BOLTS LL029 w CORNER COLUMN (2)CLO#12 X 3/4' 2' 2•A307 X 1 1/4' CLO50 TEK3 SD.S.8307 BOLTS 1/2'0 X 1 1/4'CLO50;;�] (TYP,)(UNJ A307 BOLTS ENDWALL GIR (TYP.XU.NJ SV D1 CORNER COLUMN GIRT CONNECTION D15 CORNER COLUMN GIRT CONNECTION EI CORNER COLUMN BASE SECTION E2 ENDWALL COLUMN BASE SECTION E3 ENDWALL COLUMN BASE SECTION {I..-�SEE ROOF PLAN SEE ROOF PLAN PURLIN RANGE CI-002 I/2'0 X l 1/4' RIGID FRAM BRACE DOOR JAMB A307 BOLTS 1/2.0 x 1 1/4' 2' V/ B' PURLIN COLUMN (IF REO'O) L003 (TYPJ(U.N.) A307 BOLTS 4' V/ 10' PURLIN CLt22 V/8' RAFTER (TYP.) (U.N.) I 2' v/ S' GIRT (2) 1/2 0 CL 23 V/10' RAFTER I GIRT 4' v/ (0' GIRT (2) 3/4'0 ANCHOR BOLTS - - - - - - - - - - - ANCHOR BOLTS - O I O O 1 (4) 1/2'0 x 1 3/4' 2 t/2' (2) 1/2'0 x 1 1/4' - a _ - A325 BOLTS (U.K) 0 1 1 0 _ O O O O O O O A307 FIN NECK BOLTS 2 3/4' CL153 O a ENDWALL (IF REO'O) O O O a 1 _ 2' 2' _ N PURL[ 2 ENDWALL RAFTER FLANGE I 112'0 X 1 114'- - N <4) 112'0 X 1 3/4' A307 BOLTS A325 BOLTS BRACE (TYP.) (U.N.) RIGID FRAME REO'0.> I RgFTER (IF I SEE SIDEWALL ELEV SEE SIGEVALL ELEV} 11`__'x) 8E4 ENDWALL COLUMN BASE SECTION E6 DOOR JAMB BASE SECTION FS ENDWALL RAFTER PEAK CONNECTION GI FLANGE BRACE AT PURLIN LAP HI FLANGE BRACE AT GIRT LAP OLYMPIA STEEL BUILDINGS CUStOMer:SEA TOW SERVICES INTL., INC. City:McKEES ROCKS State:PA City:SOUTHOLD State:NY Designer:JMD Dale: 8/21/03 Drafter:OLS Date: 8/27/03 Detailer: Date: Office: Job No.: Checker: I Date: Office: 4604 DETAWRAWINGS Sht. E9 of 11 FLANGE IGID FRAME EAVE STRUT RIGID FRAME BRACE COLUMN WE B EA',�E STRUT SEE FRAME CROS COLUMN (IF REWD.> 2) 1/2.0 X t 3/4' SECTION FOR BOLT BOSS A3":5 BOLTS SIZE AND QUANTITY 2) 1/2'0 X 1 I/4' BSCL J2S 307 FINNECK GIRT CAVE STRUTTT---��, 112- RIG' (TYPJ / q ll 1 NDVALL / SEE DRAWING RAFTER - - - - - - - - - - FOR BULT SIZE _ _ _ O _ _ _ _ _ _ y - _N AN➢ TYPE - _ _ _ _ _ _ _ _ _ _ _ _ _ I 0 J(A - - WF 2 CL020 / I SEE ➢RAVING _ 1/2'0 x 1 1/4' FOR BOLT SIZE <2) 1/2'0 % 1 3/4' (2) 1/2.0 X 1 3/4 DOUR JAMB AND TYPE I "—(B) 1/2'0 X 1 3/4' (307 BOLTS &325 BOLTS A325 BOLTS (TYPJ (U.N.) VF-1 LL063 A325 BOLTS i . �CLOB1 RIGID FRAME 3'-0' I 1'-1D 1/2' RIGID FRAH COLUMN RIGID FRAME "t GIRT DEPTH 'CORNER COLUMN RAFTER COLUMN H2 FLANGE BRACE AT GIRT LAP H10 WIND BENT & RAFTER CONNECTIONS 17 CORNER COLUMN 'iO ENDW ALL RAFTER J2 EAVE STRUT TO RIGID FRAME J2S EAVE STRUT T❑ RIGID FRAME (3) N12 X 1 1/4' S.O.S. EACH END OF RA (2) 1/2.0 X 1 1/4' EAVE STRUT BD7 FINNECK v2•m x t 1/4• COLUMN OR 2' W/ B' GIRT BOLTS WALL GIRT A307 BOLTS 4• W/ 10• GIRT (TYP.)(UN.) RAFTER WEB CL244 CL212 (RIGHT JAMB) CL025 (IF REO'DJ - - - +_ - - - - CL213 (LEFT JAMB) - - - DOOR JAMB PURLIN 1 CABLE HILLSIDE STRAND GRIP WASHER I FLAT - - - �CL023 11/4• EYEBOLT WASHER GAP DOOR HEADER X1/2"0 x 1 1/4' (2) 1/2"0 x 1 1/4' N' JAMB SUPPORT ANGLE I A307 BOLTS DOOR JAMB I A307 FIN NECK SLUT IN WEB TO INSERT NUT GIRT 1 RA (FIELD MODIFY TO FIT) 1/2"0 x 1 1/4' FIELD LOCATE P 3 1'-0^ 1 (T YP.)(U.NJ 1 BOLTS HILLSIDE WASHER A307 BOLTS CL020 1 FROM JAMB LOCATION. AND EYEBOLT (TYPXU.N.> - - 1/2'0 X 1 1/4' i --DOOR A3a7 BOLTS - JAMB - 1 (TYP.)(UNJ DOOR JAMB K2 GIRT TO DOOR JAMB LS DOOR JAMB TO EAVE PURLIN L6 DOOR JAMB- TO WALL GIRT MI HEADER TO DOOR JAMB G2 DIAGONAL CABLE BRACE CONNECTION I I WALL PANEL BASE ANGLE N12 S.D.S. FOUNDATION INSIDE CLOSUR (BY OTHERS) (IF REQT) II� OF R ° " EQ'w OPTIONAL BY OTHERS, MUST BE ADEQUATE SHEETING NOTCH TO SAFELY RESIST THE LOADS (SEE DETAIL ON IN THE REACTION REPORT SHEET Ell -�y� (IF APPLICABLE) T3 BASE TRIM SECTION OLYMPIA STEEL BUILDINGS CUstomer:SEA TOW SERVICES INTL., INC. City:McKEES ROCKS 7 State:PA City:SOUTHOLD State:NY Designer:JMD Date: 8/21/03 Drafter:DLS Date: 8/27/03 Detailer: Date: Office: Job No.: Checker: Date: Office: 4604 DETAIL&WINGS Sht. E10 of II #12 X 1 1/4' S.DS. _ O.C) #12 X 1 1/4' S.O.S. INSIDE CLOSURE #I2 X 1 1/4' S.D.S. (SS) / ROPE SEAL ON TOP OF CLOSURE RAKE ANGLE #14 X 7/8' SOS. W/W DOOR JAMB TRIM TR140 w/(2 1 L/Z _ a'-6'SEAL 1 #14 X 7/B' S.OS. "-'iJ1� TRIM TROD ROPE SEAL ENDWAL WALL PgNE TR043 P 10' JAMB HEADER WALL PANEL (3'-D' O.CJ (SS> ROOF PANEL PANEL PRNEL (IF REa D) I TRIM iR120 ROOF PANEL 7 #12 X 1 1/4M12 % 1 i/4' 1� OUTSIDE CLOSUR i I S.D.S. S.D.S. TRIM TR040 (1'-6' D.C.) TRIM TR060 I \—#12 X 11/4' I #12 X 1 1/4' S.D.S. S.D.S. i INSIDE 14 X LB' SD.S. . 4 CLOSURE (1'-0' O.CJSS) #14 7/8' S.DS. CORNER #1'4 X 7/8' S.D.S. TR042 P 8' HEADER TROdI #14 X 7/B' S.D.SEAVE STRUT a'-0O.CJ #12 X t l/d' S.D.S. TRIM TRGC) TR043 a 10' HEADER (1'-0' O.C.) (IF REV'D) —� OUT SIpE CLOSURE �--WALL PANEL WALL PANEL SIDEVALL PANEL Trim-1 DOUR JAMB TRIMTrin_2 HEADER TRIM Trirl_16 GUTTER TR1A1 SECTION Trim_35 RAKE TRIM SECTIONTriro_39 CORNER TRIM SECTIGN I I R000 ROOF PANEL TR14D R120 (EAVE GUTTER) (GUTTER STRAP TR060 Ir RIDGE CAP 8'D.0TRI\) I 1- 1 )/8' S.D.S. (EA\E GUTTER) (1'-0' O.CJ(SSI T ROOF PANEL p14 x 7/8 TR120 S.D.S.S (TYP.) TRI05L R101 7 AlTD.WNSP.UT)L POP RIVETTR104L vOR aTVE 'yP) TRO60 DECAL YP> I EPANTRUHI E LL SIDE WALL CAULK CORNER Ba X) PANEL PANEL TRO20 TR105 (GUTTER END CAP) I BUILDING CORNER DETAIL GUTTER END CAP DETAIL GUTTER/DUWNSPIJUT ASSEMBLY PEAK DETAIL i i i ' I OLYMPIA STEEL BUILDINGS Customer:SEA TOW SERVICES INTL., INC. City:McKEES ROCKS State:PA City:SOUTH OLD Sfote:NY Designer:JMD Date: 8/21/03 Drafter: DES Date: 8/27/03 Detailer: Date: Office: Job No.: Checker: Date: Office: 4604 TRIM DRAWINGS Shf. Ell of 11 l,7DIF ITE PLAN OF PROPERTY `- 1 AT SOUTHOLD TOWN OF SOUTHOLD _ SUFFOLK COUNTY, NEW YORK #I ISI. SITF DATA A: .�✓' _ 41000- OZ 30. 4 i SIZE EA 1 7 AGAIN SCTM1000-63-02-30.1 l TOTAL BUILDING AREA: ExOsWmG. 12,380 Q P IF TO BE 2EMOVFD -2.380SQ_FT I-' U AREA-1 7693 ACRES TaZ 8 338SQ.FTTNERAD]ITIOrvS SCALE: 20 %,c LLI TOTAL 19,9G95Q.FT>1 .. . . ?S, � - A p -- ---MZOPERTY NOW OR FORMERLY - exl6Twu0RoecRTv zovrn uullT c.ousTuaL - OWNED BY '' sceoncourRlcr s T d fti{sI SITE 114N DItAIh 4(El4l CULATIONS. d"fSa � TOWHEE,E,LLC { 1550 YOI!NGES AV _ _ q '� s 1 al � Hv orvcl - +t, " HALL PDR'nx3 si 360LI 11971 rorslRFasFnIFFEo s w.,'dn ._� �l p / - as Y. � - ! / R 1 / R n INFaLLI / � mFFr In n a`1 1 w. s" 13' Y S'✓ Der,l # � s re nr 0kc I j% ,\ ssF I .cool w I FFP aI ooF A,,,PT,OLFLA m2z lJ VLa-'. a ,1111,11 P� o o R FAIN 0 1.1.7 r s ^ 3' w"s t✓'�.• `r mrF n �! s 71 Pa cal :� S \ ���/v :u �/ T ✓ 411 i` C ,5'" , vmncu 1 FT vF. /.✓-� v I. RLSFIl 11,111 nL nrvD = L1F < ` Ilum -as zevo„n �r r 54 'f.F' z .,” 1F €^l \n .''.F'"..n\.v' ��y A i.IT 111-IL l nn f y! E �! +,' `h �-* c 5 6 n lartaa 1 F � f _ 2 � yJ 461 FS IS l 1 IO p�'I DOLS EEP v.H. tAf I O J' iS i - -I L _ Wk bl_ _ �'•�QI\ l pV4PEFSl i5 i �`Y*.�� x i I r Ri \ eon nee 6 .cee, IT fl FA _ R 2 0.\Mrn1 L IT TITLI'll0 nO F 1411,Ifi66 R ! SITE PLAN _ - - ryJl" '- r, k 6111 'FIIIIC FT. 31. 11. \ III F Fla 10FA (H5 ane :avP _ .1 —Cl � 0 L111111 � uQ rllaiv� t� .v c. �.- • Com - PAIL�ING AREA xI v a ITE n=N rml� E�c4 e9rfl Q IS LI .166661fl rz �- ` COI FF. 10 rz - - �n 16,554xllC(b .I 27390 f SIIL DATA �� � - � 2 9 6A_tl eFRLLAI IT'PT_ VO]iV F. - A ...r-. +' - 11U'DI4 PoOLS 10'DEEP 10\'.F. _ _ _ SCTU 1000-E -u 301 —0111 pgRK - - IF -� S E>RF4-LE91ACRE OR:O.0J,9SQ:F1 Eld l6 Old 1IJP, - VITCARC4HLDGL ( FSQFT 4(eFRARE _ A l,r - -� - 1 SIII >rztn OLDG S 1 .U.A'ISQFT rb- � q ""C x HA�sIR IT Ircw .nC mau -� R RAINFALL-16662 R _ RF VPPI iY -T Hu cek '.0 r r - FIT, 16 t is 1L- }' nv <n. .y _-_ c orcF_-FE ___ _ rr -'' v oaux. Ilb6 �I 21,4 17, _ _ T IA L, D K tl - T 6838AHFIICALFI Pr (�A1 - 4 31 _ I ILLId y E" t3 3 _ TISEIJI I0'DIA I'UULS n DEEP i F P Ld F E IARKMGAIUA F" PAI-KINRC 4REA"FY' r 1111 IC'Ns91 vial I x a � . �w 1 N t IT P R 'eE' Ic esgn 09 wrfl R msn6 -I f ^'L L d D A a 110", T rt 6(af. - I- 2 n l fi x g l r H ItA.T4LL FAINTA] 192 r °s. l l COCFF-10 C COEFF IS ? ` F U IS GP. Crile lkwnenw R - - - A p9c IE6(6 I 1'02,1 V-I Rtlx lS(LG:x I-'_ lol ( sVA" oar d ILIO3 ) 1IIIA 111 LFT Pf. IMF ']I'6fi1ft\FRTICALFI E iC£. Z [T] reo P ,S we SF 2)10' A POOL P O1.F. T 9E WL94 D Z L 1 UI S I DEE 1 (Il IR DIA P CEP i e F. o ua 1111. .. .« IIP k' S .e. _ LOT IIZE. 'I p ft d Z C �. - F 1 r.ry r U I'll FIT LHIDG.rI Wd' b bldg tllRbldg I OCOFI xq.O L r C .I _� „r �� �. b� 1 ry m __ _ BIEl ladli.�b a.Llde-_Hb,11 IM'Oa¢R. Q+ "� INDICAIESAREAOF ;, e.00 k BI Df F-Cnc "'"Ua TEST HOLL D ATA `, A DA RAT4P DL1 41L OC(L EA PHmCu'I r r- rf 6 �I ocu PArvc3 - _ _ - -. - 13ID4'Ir 111 2116 �r „ 3 , C I r mI c Dacn 290 D .. .., aFu IOTnL LOT COetk-\OE - 4 �.1:� �� IADI(J1T6 EXISlItvG6 CIIAIA LITIC _. 1 I`ix FENCE SS EN11 ITI I I'N4ItBLl1 A1IRE ,y 11iEED 1l llID (TOEFb1AlA- 1 y Fs%-- -. 141RFD AT4TOT1L HEiGHi U_F"-6'.I _ - r W V6A tiATCS TO flE IFS T4 LED IN LWDSCAPED ARL4 II NV1 y fH \\TI R\11A1 S C Hl11LDIVO T.HI IllT10\'r IJ H X41 IF-11 I DI<Il LNA16FnRl.I\(T lll, IF IF tH OAIPLIANCE VI'IIHTOAA.,,,,,DF IILIOHr 1,111 Cc 1.x 'x oCu <r _ .Ts rcx .x�rc " I. -.n. i kLSFIUCIIONS. C Town of Southold • Planning Department Staff Report Site Plans Date: June 30, 2006 To: Planning Board From: Bruno Semon, Senior Site Plan Reviewer Re: Seat Tow Corporate Headquarters Site Plan 700 Hummel Avenue,Southold,NY SCTM# 1000-63-2-30.1 As requested by the Planning Board at the work session on June 19,2006 a site visit was done on June 19, 2006 by staff and the following are the review notes of the site visit and as-built site plan: The site plan approval was granted on April 13, 2004 This site plan is for a new 19540 sq. ft. three story office building (building# 1), renovate an existing 3,519 sq.ft. warehouse(building#2),new 2,800 sq.ft warehouse (building#3),loading dock of 696 sq.ft .and an existing building with warehouse of 9,105 sq.ft. on 1.7693 acres parcel in the LI Zone located at the located at the intersection of Hummel Avenue and Boisseau Avenue on the southeast corner in Southold. SCTM# (s) 1000-63.-2-30.1 The following are changes shown on the As-Built Site Plan submitted June 15, 2006 with comparison to the Approved site plan noted above: Approved site plan As-Built Site Plan East Side 15 14 Parking layout has changed. North side 26 28 Parking stalls are shown as straight pull in type. East Entrance 20'width 25'width South Entrance 30' width 25' width New concrete wall in place of approved Landscape and chain link fence. Entrance and Curbing curbing/grass Striping Only No grass shown and curbs removed. Building E (West Side) Bohn Contracting Included Not Shown Removed from as-built site plan. Building# 3 Asphalt new 22'x65' concrete pad—encroaches on parking spaces Building#2 Fenced/ Dumpster Not Shown As-built don't note a dumpster location Bldg# 2/# 1 Approx. 16'x21' Approx. 20'x20' Appears the addition was changed in size. Addition + 17'x18' Building# 1 Brick Walk Concrete Changed in shape and dimension West side Sidewalk AC Units 6 shown 10 shown Along the RR Tracks on the south Sea Tow Corporate Headquarters Page Two , June 30,206 South side Approx. 624' of Approx. 100' As-built notes the south east side only. Of property 4' Arborvitae Hedge Notes: Please refer to the attached letter from Mr.J.Fronhoefer dated June 15, 2006 for the site work time line and completion. Additionally,Mr. Fronhoefer requested the Planning Board issue final site sign off to allow the certificate of occupancy to be issued. As Mr. Fronhoefer indicated at the work session the site work is not completed and no further improvements will take place on the Building E area (Bohn Contracting Building) Summary: • In general the site build out landscaping, fencing and parking spaces,parking lot design,entrance areas,Bohn Contracting Building site improvements has changed and the Planning Board needs to review all changes for approval. • The final topcoat and striping of pavement is not installed and presents a safety hazard and the Planning Board needs to decide the best coarse of action. • The landscape,fencing and site finishing touches are not complete at this time and the Planning Board needs to decide the best coarse of action. • The Planning Board needs to review all the As-built site plan and decide if an amended site plan will be required for the changes as shown. Attached are site photos of the site visit on June 19,2006 for your review. Cc: File Mark Terry,Acting Department Head Amy Ford, Senior Planner s�►ODiro�wo55 "Your Road Service At Sea" " 1 June 15, 2006 Town of Southold � ,' i 11'` Planning Board PO Box 1179 Southold, NY 11971 �� Re: Request for Certificate of Occupancy— Sea Tow orporate eadquarters 700 Hummel Ave, Southold SCTM #1000-63-7-30.1 Dear Ms. Woodhouse: This is in response to your letter of April 5, 2006 regarding outstanding items on the above referenced Site Plan. Attached are copies of the updated site-plans detailing all the requirements requested in your letter. Please note that the plans are as-builts except for three items. These items, noted on the Site Plan, are as follows: • Second coat of pavement for parking area along with all striping. This work is scheduled for no later then September of 2006. • Installation of a privacy fence along the south-side of the property (LIRR tracks) to screen all of the outdoor HVAC units. This work is to be performed no later then April of 2007. • Installation of a wall on Hummel Avenue to the west of the entranceway. This wall will be identical to the wall that currently exists to the east of the entranceway. This work is to be performed no later then April of 2007. If you should require any additional information in our request for a Certificate of Occupancy, please contact me at (631)765-3660 X3110. Sincere apt. J roh CE ai n 1` SEA TOW SERVICES INTERNATIONAL INC. • 631.765.3660 24 Hour• 631.765.5802 FAX 1560 YOUNGS AVE. 9 P.O. BOX 1178•SOUTHOLD, NEW YORK 11971-0958 ^ �� m t .. � ' 1' �Y. SIM y + 06 / 19 / 2006 1 r t ry. r 4^w� i -XF�r r e n4 } 4LrLr s. y' y� : y{y a Y - . -T :_.'-i- 0-6 / 1 9z/ 2006 r- n xr 06 / 19 / 2006 N., 06 / 19 / 2006 r r i '4•• a J «N 'v �a 4 'H_ n - f' � M1 1 1 f � , z a.R 06 / 19 / 2006 � _ E a r 41 -19 2006 , .w �r 6 � - ,;; 9 / 2006 06 / 19 / 2006 a --BOBBORI - u..ua cr�ear nsmro I c: Wir ., BOB BOHN rX tr ., •a ell 06 / 19 / 2006 MAILING ADDRESS: PLANNING BOARD MEMBER P.O. Box 1179 JERILYN B.WOODHOUSE '.o��OF SOplyolo Southold, NY 11971 Chair OFFICE LOCATION: KENNETH L.EDWARDS Town Hall Annex MARTIN H. SIDOR CA GEORGE D.SOLOMON 54375 State Route 25 G Q JOSEPH L. TOWNSEND Q �� (cor. Main Rd. &Youngs Ave.) lyAOUNTV Southold, NY �-( Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 5, 2006 Mr. Joe Frohnhoefer Sea Tow PO Box 1178 Southold, NY 11971 Re: Certificate of Occupancy Inspection for the Site Plan Known as Sea Tow Corporate Headquarters 700 Hummel Avenue, Southold SCTM#1000-63-7-30.1 Dear Mr. Frohnhoefer: At your written request, date received on March 27, 2006, for a Certificate of Occupancy final site inspection, Planning Department staff performed a site visit on April 3, 2006. The Planning Board held a work session on April 3, 2006 and discussed the as built conditions of the site described above. The Planning Board is unable to recommend a Certificate of Occupancy or issue a site plan satisfaction letter at this time. The site work does not match the approved site plan dated April 13, 2004. We request that you submit to the Planning Department an as-built site plan detailing the changes. Please include the following items: parking lot, parking spaces, driveway entrance, drainage calculations, ADA locations for handicap requirements, landscape, walkways and any other site changes. Additionally, please submit a letter detailing the time line to complete the site build out work. If you have any questions, please contact the Planning Board Office at (0 11) 765-1938 between the hours of 8:00 a.m. and 4:00 p.m. Respectfully yours, ?C-rilNn B. Woodhouse Chairperson cc:filc, Building Departnicnt, Town Engineer ���� ���"�t ��T�' ,�«mss �-� �s��< �� �. ;�.4 t SEER rAmw. "Your Road Service At Sea" March 27, 2006 -• `' Planning Board �pF Town of Southold n PO Box 1179 e�ann°m S�2A Southold, NY 11971` Re: Towbee LLC\Sea Tow Services Internation2� Tax Map #: 1000-63-02-30.1 To Whom It May Concern: We hereby request a site inspection for the above referenced parcel. A copy of the most recently prepared Site Plan is attached for your reference. If you should require any additional information or wish to schedule an appointment, please contact me at 765-5800. Sincer FrofCa / (- pt te oe CEO\Chairman SEA TOW SERVICES INTERNATIONAL INC. • 631.765.3660 24 Hour • 631.765.5802 FAX 1560 YOUNGS AVE. • P.O. BOX 1178• SOUTHOLD, NEW YORK 11971-0958 we � � •LASER FICHE FORM • Planning Board Site Plans and Amended Site Plans SPRe Type: Approved Project Type: Site Plans Status: Final Approval Records Managernen[ SCTM # : 1000 - 63.-2-30.1 Project Name: Sea Tow Corporate Headquarters Address: 700 Hummel Avenue Hamlet: Southold Applicant Name: Towbee, LLC Owner Name: Towbee, LLC Zone 1 : LI Approval Date: 4/13/2004 OPTIONAL ADDITIONAL INFORMATION A date indicates that we have received the related information End SP Date: 4/13/2004 Zone 2: Zone 3: Location: located at the intersection of Hummel Avenue and Boisseau Avenue on the southeast corner SC Filing Date: Cand R's : Home Assoc: R and M Agreement: SCAN Date: 'T PLAN OF PROPERTY - — -- 1�T SOt1T�IOL j ,� � . o TOWN OF SOUT HOLI3 , a",' � \ � Lo ;Y 17 fSUUFFOLK COUNTY, NE YO V, w SCTM: 1000-63-02- 30.1 .AREA= 1.7693 ACRES :'• fi x , .: w SCALE. I" = 201 G oll s o - Y cp) 0 �O 1 cRNSNF-D �^ 6 420{;cx G� oN,rPR�Z 0�f c -a- O1C1 V�C3 CD Go ZF- .. 8�}IS pRY� caNSN " lowlP, 0- ..:: ......... S,SQ� G '. r — O�\Cj sin.PLAN DATC01.21-03 SEA TOW $��9VV•• 9 ,+ .,.1 9 \" CORPORATE HEADQUARTERS .. ?}4'' -i 'o r C.O � SOU7HOLD.NY 11971 f) iA51i6 as ' rOv J SCfhf:100[43-02-30.1 ' ce o DRAem 2 S i By lk0�,�@®,O$� O n 6 6 µ Ewa End DaddaR&Deagu OW" ,� 6 tn. '� 631-765-1862 SITE PLAN INFORMATION IS BASED ON V. ti� �`q ::::•'': LAND SURVEY PREPARED BY PECONIC '). GVcv- .:.� SURVEYORS,P.C.-JOHN T.MEMER LICENSED LAND SURVEYOR(LS 4%18) STSG ::: O, �J f" 1"l ^�\'X` 1\P LOT SIZE: n.o7o.71 sq. tc .::.: .... (� Q3" GE 9 r.•.a ` -;'}' - + LOT COVERAGE( 12,263..24 sq. ft. OR 15.9% TO `G° :- av • S�A _.. _. �- 1� BLDG.#2 5.22n.91s Tt.f • 6 #2 1.800 s sq ft. .... _ _.. . ..._-.. _ .. .. __ _ .. ..._- - SEA TOW//SQA SPILL ._." . . BLDG. 3 2.800 s . q. 1 CORPORATE BLDG. E 2,360.33 s4 ft LANDSCAPED AREA HEADQUARTERS :r WALKWAYS: 1,407.4 sq. R. _ BOISSEAU AVE., � � EXISTING BUILDINGS PARKING SPACES 46 spaces ••: .' SOUTHOLD, NEW YORK NEW BRICK WALKS HANDICAP PARKING 2 spaces PARKING FOR BIG. E ii spaces(Incl. i handicap) BUILDINGS TO BE REMOVED DRIVEWAY &PARKING: 37,764.65 Bq.ft. OR 49.0% 6.0% PROPOSED NEW STRUCTURES LANDSCAPED AREA: 27.745..745.533 sq. WARREN A. SAMBACH SR. - ve /dAp 014 J Si\ >A. �`L _a �.�\te Fkv\ ep ! �s� -� •�„F' .4 � 5 e 0 �:a �t S Sk n x !_ �; y� � wi Pg ��. �. w ix �.' r �r 9 f,xs•.' �' x tris s �" a x / % - x" .moi\ Xi. cA / W \ #5'ir\ LA x \ u y w= a / 3 C>/S j f .t 141.1r PLANNING BOARD MEMBERS BENNETT ORLOWSKI,JR. P.O. Box 1179 Chairman �$ Town Hall, 53095 State Route 25 ® Southold, New York 11971-0959 RICHARD CAGGIANO Telephone (631) 765-1938 WILLIAM J.CREMERS ® Fax(631) 765-3136 KENNETH L.MARTIN H.SDS IDOR PLANNING BOARD OFFICE TOWN OF SOUTHOLD May 20,2003 Abigail Wickham PO Box 1424 Mattituck,NY 11952 Re: Sea Tow Corporate Headquarters 700 Hummel Avenue Southold,NY 11971 SCTM# 1000-63-2-30.1 Dear Ms. Wickham, It was a pleasure to meet with you on May 19, 2003 at the Planning Board Work Session to discuss this project. This letter is follow-up of the pre-submission work session and to indicate whaLwill be the next step. The site plan application materials will be held as incomplete and requires the following to be processed: 1. Please revise the site plan to include all the proposed uses and corresponding parking as required. After you revise the site plan, submit it to the Planning Board with a cover letter requesting a pre-submission meeting. If there are any questions you can contact us at(631) 765-1802 between the hours of 8:00 a.m. and 4:00 p.m. Resp2etfn3ly you , Bruno Semo Senior Site Plan Reviewer CC:flle LAW OFFICES WICKHAM,BRESSLER, GORDON & GEASA,P.C. 13015 MAIN ROAD, P.O.BOX 1424 WILLIAM WICKHAM(06-02) MATTITUCK,LONG ISLAND ERIC J.BRESSLER NEW.YORK 11952 275 BROAD HOLLOW ROAD ABIGAIL A.WICKHAM SUITE I1I LYNNE M.GORDON MELVILLE, NEW YORK 11747 JANET GEASA 631-298-8353 ---- TELEFAX NO.631-298-8565 631-249-9480 wwblaw@aol.com TELEFAX NO.631-249-9484 May 15, 2003 Attn: Bruno Semon Southold Town Planning Board 2 Post Office Box 1179 53095 Main Road <.4 ° Southold,New York 11971 Re: Towbee,LLC—Site Plan Application To I Sea Tow C®r ®rage HS South Id P Planning Board 700 Hummel Avenue, Southold, NY SCI M# 1000-63-2-30.1 Dear Bruno: Enclosed are the following in connection with our application for a site plan in this matter. Additional information will be forthcoming following the results of our meeting with the Planning Board at this Monday's work session and the return of our engineer from a short vacation. We would appreciate your advice as to the amount of the required fee. 1. Two prints of the proposed site plan application for your preliminary review. Following our meeting, we will provide the required nine prints. 2. Site Plan Application. 1. Consent of Owner(fax). Original to follow. 4. Disclosure Form of Owner(fax). Original to follow, 5. Long Form EAF. 6. Photos. Stamped elevations and floor plans will be furnished at the meeting. Thank you for your consideration. Very truly yours, Abigail A. Wickham AW/dm 30/shdpbsit S a dA Ss+3WOO* 1 , � y +.i$Yt � �5 >� � 4 �� � \ as l� ♦� ° ^. '; q"n5�'�rf � + s x s ✓ � t ng f � � f.�w t +."^ ✓� \ ' n ''i,� /' Kar- a v+� � s X"�,rr'�"� ttg1 sAy '\'o 10, / r M�'+ \0a1 �,,, nEy �...5 +/ Y `� w,t r}1 3 + y•'a: LASER FICHE FORM Planning Board Site Plans and Amended Site Plans Print ®ate: 4/26/2004 Site Plan File Type: Approved SCAN ®ate: Project Type: Site Plans Status: Final -`Pending inspection SCTM # : 1000 - 63.-2-30.1 Project Name: Sea Tow Corporate Headquarters Address: 700 Hummel Avenue Location: located at the intersection of Hummel Avenue and Boisseau Avenue on the southeast corner Hamlet: Southold Applicant Name: Towbee, LLC Owner Name: Towbee, LLC Zone 1 : Ll File ®ate: `_ 4/13/2004 OPTIONAL ADDITIONAL INFORMATION A date indicates that we have received the related information Endorse Site Plan ®ate: 4/13/2004 Zone 2: Zone 3: County Filing ®ate: C and R's : Homeowners Association R and M Agreement: SURVEY OF PROPERTY M AT SO UTHOLD T 0 WN OF S 0 UTHOLD SUFFOLK COUNTY N. Y. 1000-63-02-28 & 30. 1 50 0 50 100 150 Sole: I' - S0, SEPT. J 1, 2000 SEPT. 26, o0o rcereOcation1 AVNNUS 639.17' J o's �1 a.ry . Humi OL BLDG -- — Pc 3.6S LONG. ABUTMENTS 435 —v _ M�NItE Fc N 66'45'30' E ]i's .- - _ 4e ego rnus pj w F COW..coI —'f 0 569.13' _ --- - BL FR. DG. BLOfl _— --•—'—'— _--- CMP sSeas 46.7' �b y 22'N _ — __—_ Z m cone ——.—.—.—._._.—._.—.—._.--- METAL r .1, BLDG —_--- iDOG N 774' i CONTAINER BLBG. N 66.45'30' E r.B'N �_,I PCN p N a coNCRErE IC?6' + 0TN 4 1000-63-02-30.1 ' iy 24.3 2 STY. FR. BARN 6 T w 602' — `4 ^ ■ Z 4' 41'a� I AREA=1.7693 ACRES sNEn V cn m 845. 60.1' 04' p Z N ererei 1000-63-02-28 FR. BLDG. sa'' METAL N ;, rs6' / 14.8' - w. AREA=1'1411 ACRES i4 MErD 3 sNEn a : 40,6• _� 147.1' c L I nc cono / � 0.1 IDA' 9 P STC tFR• BDG. 4,1', 70 5' tonere<e re�xaVonO a°D a n N 262.74' Tor n A I O � ,•#' ° 51.6' 40.9' y ry CMF S 68'44'10' W u CMC. A OFR. e 2 385.10' — .— .. .—._._.—._—.—.—.—.—.f. . R.R. C R7 cant oa E ca re _ a.o'N 323.47' Fc I MON R.R. S 6B'4S'2O' W W 0.9'C 00'N MON — O.vN S 66'50'00' W � ,�, S 66'50'00' W ~ 8,xo a LONG ISLAND [RAIL ROAD D c E E Z��F NEW �O�K u , P 1•MBtCf3N CERTIFIED , A� l �..—.—.—.—.=SHRINE INK FENCE OCT��T 2 4 2003 , t�. F ' , YS. LIC. IIID. 49618 iOWBEE C.L.C. — — — — — —=STOCKADE FENCE ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION - $Qjj,1GEHAMPiON Nq TIONA4 BANJC' OF SECTION 7209 OF THE NEW YORK STATE E➢UCRTION LAW, Wll�Wl-�JIAD,,RCryyGf/-ME INSU NCE CtOANY Southold Town EXCEPT AS PER SECTION 7209-SECTION 8 ALL CERTIFICA770NS 3D 765-1797 TITANbr -ACT, Plennin Board HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY AF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR ET =2115 0 _ 2 // 5WHOSE SIGNATURE APPEARS HEREON. H LOCATION MAP Ir`7, DID 0 t c -,A SITE PLAN OF PROPERTY TF �. ,D, . F, P T F-I L r ATSOUTHOLD 'F`111�1', 0 ? IF TOWN OF SOUTHOLD X -RI P,, 'Ro- __ _ _I _ _5 F 6 S, SUFFOLK COUNTY NEW YOPX -0 z 3: . . . . . . . . . . . . ... . . . . . . . . . . . . A?- z Z � . . . . . . . . . . . . . . . . ON ON . . . . . . . . . . . . . ...... . . . . . . . .. P, �2 11 III<, CD Ln z 336 0 U to r SCTM: 1000-63-02— 30. 1 V, SITE DATA: Sugolk Courtly Department of Health Semees . . . . . .. .. .. .. ... APPRGDI fur 130rultruction-Other Theen Shogle Family �T, �L 0 Werence No,zf', 'T PII . . . . . . .�1.' )L� SCTM # 1000 - 63 - 02 30.1 Design me. GO SITE APEA = 1.7693 ACP_ES set 0 AREA — 1 .7693 ACRES ptoj 'TOTAL BUILDING AREA: EXISTING: 13,551 SQ. FT. Qj 20' x 6' These plans have been reviewed for general co,forannee with S.I CZ SCALE: V = 20' . . . . TO BE PEMOVED: -2,380 SQ. FT County DePaGment of floalth Serkes staedaj�., rojotin- �,I 0�5 \1 .,V g to wgue C ?F` bs?p, �i 35,5 PRIVACY �upply and sewage disposal. Regardless of any Omissions 110`1 GATE NEW ADDITIONS: 8,738 SQ. FT. CaNd stemies a, lack of detail, cararmetion is TAI to be is - accordance with the atunfied permit condUives and appI TOTAL: 19,909 SQ. FT. imbb standards,unless specifically waived by the Deparment This X approm NIP �14) K. Nd d1X`1 expires 3 years fmm I ii I dH1V �a o d or PROPERTY NOW OR FORMERLY N�Xc C; 2 0 2004 1 % ::::::: LCI Dc S� d VAN "CS 1�6 lower 061? ""' JAN OWNED BY 343 -XISTING PROPERTY ZONED, LIGHT INDUSTRIAL 0 E cl� 1110 ?1 a 441,N_ C TOWBEE LLC SCHOOL DISTRICT # 5 o_DEcH 1560 YOUNGS AVE. Cl) �D USE C:� X.. [NON-MEDICAL OFFICE SOUTHOLD, NY. 11971 C INIG SK0 dv. ALLOWABLE SANITARY FLOW (DENSITY): . ..... 5� �31ROUNDWATER MANAGEMENT ZONE IV G� CID ALLOWABLE FOR SITE WITH PUBLIC WATER 600 G . P. D. PER ACRE C 0� -OIN" 600 G . P. D. ACRE X 1 . 7693 ACRES 1061 . 53 G . P. D. Br,�_S) c� E. 7 vo C7) 0�4 o0W V`Wv� 60' AN, 0��41 G �519 *\ . D 4A., Or— I �AG N\I,, p!Lm �;EWAGE DISPOSAL DESIGN CALCULATIONS: 'N 14 V I �Lj 0:� GA _14II �;_ 0 EXISTING BUILDING E INDUSTRIAL nFF F WAREHOUSE - 9200 SF X .04 GAL/SF 368.0 F� lllmls� PROPOSED BUILDING #3 WAREHOUSE - (NO WATER OR SANITARY) I L9 LL . . . . . . G EXISTING BUILDING #2 "'A �Eo WAREHOUSE - 1680 SF x .04 GAL/SF LUJ \E0 RIK. VIA 67.2 0 BUILDING #1 (2 STORY OFFICE) 0 sy FIRST FLOOR - 4800 SF x .06 288.0 . . . . . . . . . . . SECOND FLOOR - 4800 SF x .06 . . . . . . . . . . . .. V�43 H, ".. . . . . . . . . .. 288.0 . . . . . . . . TOTAL FLOW 0sr" . . . . . 161 1023.21 G ED 1011.20 GIED V Ap . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . .. .. 0 ..... ... ... ... ,t4, JA SEWAGE DISPOSAL SYSTEM DESIGN: � .,Gy IX-o'z 0) Q PUILDING #1: 8(6 GAL DAY DO oo) 0-\1- E FT I C TANK REQUIRED: . . . . . . . . . . . . -2-r �116 GOOD / DAN X 2 DAYS I(D32 GPD R U . . . . . . . . . . PROVIDE (1) 0' DIA. X L.' EFF. DEPTH 2000 GAL DAY VIA . . . . . . . . . . . . LEACHING POOLS REQUIRED: E Nk 816 / 1.5 = 544 SF PROVIDE (2) 10' DIA. X 10' EFF. DEPTH 026 SF U E j IRK,) BUILDING #2 WAREHOUSE z SEPTIC TANK REQUIRED: cn 67.2 GPD (USE MIN SYSYEM) < PROVIDE A 900 GAL SEPTIC TANK LEACHING POOLS REQUIRED: PROVIDE (1) 8'DIA. x 12' EFF. DEPTH SITE PLAN z 0 SCALE : 1 20 ' r__ Cl� IN Zma) — C) Z < Lj � L� C) Iz� :4 a z LL� O� 2 Z a :::) < C' 10' 2� ' �01 1001 NO WATER WELLS WITHIN 1501 OF PROPERTY LINE. 7- _J C/� < L) Z 2 02 �; = L11 CIL C) Cl) Lj U TOTAL SQUARE FOOTAGE OF STRUCTURES: BUILDING # 1 BASEMENT 4,959. 86 SF TYPICAL RECTANGULAR SEPTIC TANK -------- kol MIXED LOAM FIRST FLOOR 4,959. 86 SF NTS BROWN SILT ML SECOND FLOOR 4,800 SF F TI— — — -------- ATTIC 2, 198. 2 � 0000 000000 . III BUILDING # 1 TOTAL SF 16,918 SQ. FT. 0 CM N n – 0 C) 00 0 1 1 1 –1 A BUILDING #2 3,519 SQ. FT. MUDGE BUILDING #3 2,800 SQ. FT. HADING DOCK 696 SO. FT. L __1_ ME) CAST IRON TAME AND COVE� TO STAGE GO 0 0 2A,TO HIN LOT SIZE: 77,070. 71 SQ. FT OB -AST IRO'A TRANS AND COVER TO GRADE PALE BROWN FINE TO COARSE SAND SIN LOT COVERAGE: 20,219. 00 SO. FT. OR 26. 23% CAST TRON COVET EFEV 39 GO m k BLDG . #1 5,220. 0 SQ. FT. FINISHED GRADP LOCKING CASTING TO GRADE LOCKING CASTING TO BLDG , #2 2,546. 0 SQ. FT. F N -PATRIC BEARING SLAB 2L 1,MIN A FINISHED GRAD' 31 0 BLDG . #3 2,800 SQ. FT. CP 'ILD MA I A F7 IS.F ED SIR CNIHNEY C B _7EQUI ", 3q BE GRADE E-EV. DEAD k VALENT IF 20 8 MIN, TRAFFIC COVER PITC_PC _j 4 LOCATE DROP T INH T LINE 1 1 U_ -I OT SOTE T— PLET T T/B 8 MIN BF4FFICCC�ER TRAFFIC BEARING S J IDEP ACCESS C PER FOO LAE THING FOR MIN � CIA MIN P D E IA OR MIN, 4 CIA 6" 6 — - F BUILDING TO BE REMOVED 2,380.0 SO. FT. F ELEV 33 5 2,004 2400 FIRE OR -IFL FED 118 < -INIIIED GRACE C1 IS �INRNED GRADE 32 5 EOI ECUIVALENT t I-C 3G53 OUTLET 25 IE 31 21 IS 33 00 1 ALERT � P I HIHN 1:CIA MAX FILILCI � I NI 12 EP FOOT 8 1 MIN TRAFFIC �C�Em 17' PARKING SPACES 50 SPACES PITCHED 1/1 PER FOOT -1-CHCD 1/1 E�FOOT 1100 E OR MN � CIA EQUIVALENT 2400 PIPE OR INLE- 32 50 T_ PITCHED 1/8 PER FOOT MIN A MIN iE. 32 00 MIN B CIA APPROVED HANDICAP PARKING FIFOI LINE — EGUIVALENT 2 CO PIPE SIR 25 Is 3175 2 SFACES 'ITCHED 114 PER TOO PIPE PITCHED 1/9 FT MAX 4 3 MIN — I 1 0 EFFEC71VE —3 MIN T COVALENT 9�1] To COMMENTS: NO WATER ENCOUNTERED. BORING AT STAKE PARKING SPACES AVAILABLE 52 TOTAL SPACES AVAILABLE PITCHED 11114 OR FOOT F-OW DEPTH BAFFI E o 3 MIN- —3 MIN ID-0 'AMETER > 12 EFFECTIVE A TEST HOLE DATA PREPARED BY McDONALD GEOSCIENCE DRIVEWAY & PARKING: 'Th 37,777.00 SQ. FT. OR 49.02% �L MIN BORING DONE ON 3/17/03 _F_i LANDSCAPED AREA: 19,585. 58 SQ. FT. OR 25. 15% FIND �ECV`CF2NO WATER 10-0 DIAMETER 8 0 �IAME_E; 9AZKFIU MATERIAL TO PC ITEINIJ TEST HOLE DATA PARKING SPACES REQUIRED SAND,AND GRAVEL b MIN FENI BASEMENT WAREHOUSE AREA: REQUIRES 3 PARKING SPACES (I PER 1000 So. FT. ) IN A VIRGIN STEATA OF 3=7 MIN ABOVE GROUND NATER N.T.S. 3,000 GALLON CYLINDRICAL SEP I T T IC TANK DETAIL LEACHING POOL DETAIL SAND-AND GRAVEL BACK FILL HATERIA�TO BE - FIRST FLOOR' OFFICE AREA: REQUIRES 18 PARKING SPACES ( I PER 100 SQ. FT. ) T5 SAND AND SRAVEL -EAG MIN ETW 311 SECOND FLOOR OFFICE AREA: REQUIRES 26 PARKING SPACES ( I PER 100 SQ. FT. ) N A Rfl STRATA OF ATTIC STORAGE AREA: REQUIRES LH PARKING SPACES (I PER 500 SO. FT. ) 900 GALLCN RECTANGULAR SEPTIC TANK DETAIL _E��CHING POOL DETXL SAND AND GRAVEL INTO NTS BUILDING #2 AREA: REQUIRES 4 PARKING SPACES (I PER 1000 SO. FT. ) BUILDING #3 AREA: REQUIRES 3 PARKING SPACES (I PER 1000 SO. FT. ) 58 TOTAL PARKING SPACES REQUIRED EXISTING BUILDING E REQUIRES 10 PARKING SPACES 0 PER 1000 SQ. FT. ) 4-1 EXISTING BUILDING E 11 PARKING SPACES AVAILABLE C) 6 SEE OWNERS AFFIDAVIT C2 ;UeQG Ul"Old Umq PIOLRoas 0WE Z I no � �1ola � 0 C) O - X N QA b V:. I Al rn D-0=0=U -0-m I u =0 U U U U U U U 11 11 11 11 11 1- 1 U 11 Ll = Esti-D-o-o-o-o-o-o-o-Qrr car - 1 1 ' 1 ' 1 -- ' ' ' .a m oS ol E d }� � i� Ip �������1i�1� E E CIO ' 1 ' - - 1 NOTE: s AND CONDITIONS PRIOR TO CONSTRUCTION PROJECT NO 811-2002 DRAWN BY: CMA CHECKED W. EAST FRONT ELEVATION DATE: 05-12-03 SCALE. 1/4" - l'-O" ( FACES BOISSEAU AVENUE) SHEU NTM EAST FRONT ELEVATION COPYRIGHT 2002 EAST END DRAFTING & DESIGN SHEET NO ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF I of I I EAST END DRAFTING & DESIGN. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. W Z >-� � O Z 9 a � Q o 1 • _ Z z FT I L-1 Q � � H W :' -111 - LIL a � o W ca ��Lll]I_rOTI 1_l I [-[L 1_1 U LI-1--1 LI�� SL�CR�CI,]-L�rJI_�Ll-IJZ�Cf IJl_�CI I�IrI, Q1J1Ll IJZ CRJ LI L�LR]ti LTD O�, IJ IJZ am � o v� 0 a I vd � ww ;a om 1 1 1 ' 1 DiLl 1 NOTE LL_ L i 11•- t r•l 4- 1 b I-J �J _`. - TZ — - 51:1 - d L'- • ! C L- _ I -1- - LJ• I_ ' YJ i L - y� LZ�i 4 - TC YJ�S�. — ' Y I I�•1 .I r_rw� _Lr - 1, � r �� � r I I 'I i... ..I. I .I a T > - - t - { I I .�-I„ I I I r'L I - � r �_.•.r- I--I-. I�•. I 1 -_ r i I - ''r I I r I' �r - u - 1 r-e +- C L' ._ e t T•, -r r LI- VERIFY ALL DIMENSIONS J f [`Cr�.�==r F _TrTT��r�Y'--r�-� T• l 4�1 L-_ -��T'r � -r. I L I [T �] [.1.� r r -I LJ �J', iu I I � �� c - Tcl� `T ALT r -r TLIi-r.E ` 1 L�. �y- Lys �L�in_ F- t .�r'+- 4-? 1 l� -I 1 =•T'-aE - JTO CONSTRUCTION z�-I-r,. r ` -�-,:. •T.-I' �'� 1 yr c I- 7-'f- 1 7 - 'r:r f`I i,'.. til �_'1 AND CONDITIONS PRIOR r r-r5' _� r '-� r � �rz_`ft•-4`r - uu �zl'.L, �I L t .I- 1r t t t'T , r�, [_± T I I• I L TI Lam- T r. s IS uu 4 iyJ.11..I,1 l i"1 L Imo" L•I 7_I r _ r,TF — L L L F, T1l .�. r f .-,[ '.`T''F-r-G, -_Z-'r:,`.rr' I.,'.-r: r�rz' PROJECT NO: 811-2002 DRAWN BY: CMA CHECKED BY WEST / REAR ELEVATION DATE 05- 12-03 scu E: (FACES YCUIFICS AVEI=IUE) 1/4" = 1'-0" SHEET TIRE WEST ELEVATION SHEET NO © COPYRIGHT 2002 EAST END DRAFTING & DESIGN ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT REPRODUCED WITHOUT 2 of 1 1 WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DRAFTING & DESIGN. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. - � a c C) w C r° Tuvnri sru-Err_r _ _i uTn�trmr-uvrruzTrru u-mTrrmrTru- rRrrr a-uTri ruin urmT i�TrrTn itilzrrri roTri IroTru mTi I�Tn-1 0 l sTmTu uTnr-uTruarri i-17vrruzTrri rami ruTri rmTuzTrrlrm uTEnr u�rl o EITi uTrri a sn u l I o -lu oT7 o WELAM rH- - I u I as �E o ° 1 �. .: I x-: r- L_r.'. � i�T�-�- r. 'e� �.T, .r , '-�_ t-4.r-.��I .TJ_Y-�-'r-J-izi�•1'r:1':-.-�•, _' t`�'—.L"..�..f-r�,_.S?'�"�-e�-... -: _ _ _ .e r.- .�r-.�'. : I lir: -- `r .Jr `:� 11� � -rzr;� r ! >Lr 7 r'�.�r +err r"T T r•_ i ;� L r'_r. `;!r '�• r- .i�n - - NOTE: VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR NORTH / RIGHT SIDE ELEVATION TO CONSTRUCTION PROJECT No p pMI' p� 811-2002 ( FACES) �IUIVL AVEr,UE) DRAWNBY, CMA CHECKED EY DAM 05- 12-03 sr• c 1/4" SHEET TITLE NORTH ELEVATION © COPYRIGHT 2002 EAST END DRAFTING & DESIGN SHEET NO: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT 3 of 11 WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DRAFTING & DESIGN. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. � W H Z � LiL O i�uuu �u -- - O - -- rF-mriru-Tr�o Tru a U-u u u u u u u u u u u u o u u uL-m_iIvwrToI I u u u u u u u u u u u u u u u u u u u u-=-u-0-u u o iTi7rrTovr m_ru�wuz a �l V1 .r En11 ILE of -- vzW Eoaw W W Q om I l` ,74ri 1 . ' i -f- Lfir"-r --" TTS-4-r-rL r- r r s a - r r rf- i r r in l r i��� - rte . - 4 a✓� r-Y L��i- � rt-'rY- i. - r"r` i 'r✓`s— i l i i =rr-•�'�� ra r r .r' r�-r� _err*--5ufr v� � '_rr: r�ili r r 4 r L z n_I r , T rT _u' -'r aFt NOTE: VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION - - - - PROJECT NO.SOUTH LEFT SIDE ELEVATION DRAWN BY 8 11-2 002 CMA FACES PYILHOYD TRACKS ) CHECKED D : DATE 05- 12-03 scuE: 1/4" = 1'-0" SHEET TRIS SOUTH ELEVATION SHEET NO. © COPYRIGHT 2002 EAST END DRAFTING & DESIGN ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT 4 of 1 1 WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DRAFTING & DESIGN. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. un� � O H � ~ W CY u— Z IL 1 _ 1 1 1 1 _ 1 1 1 ❑❑❑❑ _ ❑ ❑o _ - O E-+ _ :�ti �f=. .>. .;rt irvih`f'�;. .«' •e.'a>3-4' �a:,i'. -1 <Sy - - - t : , �+y. - `t wT.-�, ti 'pe ..=ta.sy. -,• - - _ �". .. ,.ri:s'�a .e,s..;ayr• -r-w' wY- J,�F`T* fi� - v: tin. ..xA,,:,y,•:r, .hr�.F, ".'r{��, s.'ra„a'E..NY'u� ;�i�' - .'^- v�.:`:'-'. ,-fir .3' S . rte . -fi�- � } - - �� O IJ - �`�-.�:.5`"Sr.,�T a•, �^�`,� .r" -�+�.�*n5a .,�',r-�G�„kr-�r;s=+_+,. e,p .45�2��. =,Yb'- r _.�.. 'T�r-:7 xr,- �, r,:'�_ r� .z'_ -'. � s�"` �.�..�vr _-'�-�,t.��4, �.,�_-- -`�'.`.¢,. s -4.. :> rS,� a,-r,•�t�Y-'---i+'�_�=��`,::r.�_� . e +,>:�. T �i'N-`1^x�=i� ,,,.a,. �]•"rs'� .a., - ,iti"�':.' �y��. _ '-x. y .x v`_" - y..t.�'�'-_-�4'rh _ - x !s* .. --r,,:,. r-_ �• aW � NORTH / RIGHT SIDE ELEVATION (FACES HUMIMEL AVEHLE) a _m a a u ` cs 11' it Fffll / �uwwur.mnru r � n . :uwouucmun�mmrvv v-v vv— ' 9 NOTE: — - - - VERIFY ALL DIMENSIONS _ AND CONDITIONS PRIOR TO CONSTRUCTION --- - - - --- - - - — - — PROJECT NO: 811-2002 OWN W. CMA CHECKED Bt': DATE: - - - v;_cat.. _�;.,r.,_ �c;p -,v;r-rar . ,M1�-•y...s. ywst"'---,"n�,^r'};a_c.N>:hsr 7+>:=43;ix�:3:�'s �i,"L=, ..,��.'.-�:_' _ •£•-,. a4,rr �.n-'�:.s.< �F._ ;�.:3. '4,.t„�i - `v' x.}.' p��,s ,,�.,�'-- .� -i�.,.,y.',',�, ..,c:ti ';a+._.nrT` ':k`. � zw,•n� �- +,.,1 . �r�- 5'�'"f.:'-i r�.;z ^'�.r��"".�'-'�-_�._. +•r,<•"`Ci 's. '=t'".r�= "��`_'s'.�r+`ge�',_:�.��-. lr'F:iK�`•.-_.r��;w*v":�k�.,. -s"" Tvr 05-12-03 - `h'^.*�-.. sca E: SHEET TLE: SOUTH / LEFT SIDE ELEVATION - NORTH (FACES RAILFCA) TRACKS) AND SOUTH ELEVATIONS SHEET N0: © COPYRIGHT 2002 EAST END DRAFTING & DESIGN ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT 1 O,�` WRITTEN AUTHORIZATION. 1 1 ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DRAFTING & DESIGN. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. BUILDING SPECIFICATIONS The manufacturer is not responsible for the concrete foundation design. The structure under this contract has been designed and detailed for the loads and conditions stipulated in the contract and shown on these drawings. Any alterations to the structural system or removal of any component parts, or the addition of other construction materials or loads --- must be done under the advice and direction of a registered architect, civil DESIGN LOADING DRAWING INDEX or structural engineer. The manufacturer will assume no responsibility for This structure is designed utilizing the loads indicated and applied by the any loads not indicated: NY STATE 02 CS-1 Drawings Cover Sheet This manufactured building is designed with the manufacturer's standard design -- CS-2 Fastener Schedule practices which are based on pertinent procedures and recommendations It is the contractor responsibility to confirm that these loads E1 Anchor Bolt Plan of the following organizations and codes : comply with the relt ;rements of the local building department. --American Institute of Steel Construction "Specification for the design Specific loads : (See structural calculations and foundation reactions.) E2 Anchor Bolt Details & Notes fabrication and erection of structural steel for buildings" 9th edition. E3 Rigid Frame Elevation -American Iron and Steel Institute "Specification for the design of cold 20 PSF Live Lood formed steel structural members" 1996 edition. E4 Sidewdll Framing -American Welding Society "Structural Welding Code" AWS D1.1 -98 Chapter LL R duction Allowed Yes 11 No g 2 relating to prequalified complete joint penetration groove welds and chapter 45 PSF `-'round Snow Load E5 Endwall Framing 8 part B relation to allowable stresses. 1.0 Thern-c! Factor (CQ E6 Roof Framing -Metal Building Manufacturers Association "Specification for the design 0.9 Snow Exposure Factor (Ce) E7 Sidewall Sheeting fabrication and erection of the structural system" most current edition. g C d E (If applicable) Wind LoaExposure Material properties of steel plate and sheet used in fabrication of 120 MPH inE8 Endwall Sheeting primary rigid frames and all primary structural framing members (other than 2.2 PSF l eai) Load (Metal Bldg. Weight - Purlins, Panels, Etc.) E9 Detail Drawings cold-formed sections) conform to ASTM A-529 or A-570 or A-572 all with a minimum yield point of 60 KSI 0 PSF Ciliateral Load (Ceilings, Sprinklers, Etc.) E10 Detail Drawings Material properties of cold formed light gage steel members conform to the 1 Use ' :a:egory ( Iw= 1Is 1 Ie= 1 ) E11 Trim Drawings requirements of ASTM A-570, with a minimum yield point of 60 KSI _ High strength bolts and their installation shall conform to ASTM specification SEISMIC DATA These Drawings ar rE C A-325 and are designed as bearing type connections with threads included in ❑ Construction L� luJ Il IJ LS the shear plane. Tightening of these bolts is recommended by the 1)' Mapped Spectral Acceleration for Short Period, Ss .25 Turn-of--the-nut method, per "AISC Specification for Structural Joints. - - ❑ Not for Constr i 2} Site Corn lent; Fa 1.6 All primary structural members except bolts and fasteners shall receive one - t Permit Only QCI 1 % iJ ,3 coat of Iron Oxide inhibitive primer. 3) Seismic U a Group = Group I ❑ Approval Shop and field inspections and associated fees are the responsibility of the 4) Seismic n sign Category = B ❑ contractor, unless stipulated otherwise. Other Southold Town 5) Soil CIc D * Approval orders must y s Planning Board CONTRACTOR RESPONSIBILITIES for fabrication within thirty (30) The contractor must secure all required approvals and _permits from the 6) Basic Siru:_.ural System and Seismic Resisting System calendar days after the submittal appropriate agency as required. Ordinary., Morr,ent Frame of Steel drawings are issued or they will be F. = 4.0 Cd = 3.5 Approval of the manufacturer's drawings and calculations indicate that 7) Frames: subject to any current price increases. -the mon fes^ r^' as eor;eetly--interpret-ed-and-appiied the-requirements -r8) Cables Special attention should be P = 5.0 Cd 4.5 P given in of the contract drawings and specifications. (Sec. 4.2.1 AISC Code of approving dimensions and/or details. 9) Analysis Procedure = Equivalent Lateral Force Please verify requested dimensions by Standard Practice, 9th edition.) indicating OK'. - Where discrepancies exist between the manufacturer's structural steel plans DSN: JMD DWN:DLS REV: and the plans for other trades, the structural steel plans shall govern. DRAWINGS COVER SHEET (Sec. 3.3 AISC Code of Standard Practice, 9th edition.) DET: CHK: REVISIONS Design considerations of any materials in the structure which are not _ NO. DATE CUSTOMER furnished_ by the manufacturer, are-the-responsibility of the contractor and SEA TOW SERVICES INTL., INC, engineers other than the manufacturer's engineering, unless specifically indicated. >' ' 1 8/21/03 The contractor is responsible for all erection of steel and associated work Engineering Sea! I� U R SOUTHOLD, NY in compliance with the manufacturer's "For Construction" drawings. SUFFOLK COUNTY This certification covers k ; Temporary supports, such as guys, braces, flashwork or other elements parts manufactured and 11�1 4- required for the erection will be determined and furnished and installed by delivered by the �l u'� the erector. (Sec. 7.9.1 AISC Code of Standard Practice, 9th edition.) manufacturer only, andr excludes parts such asOLYMPIA STEEL BUILDINGS It is the contractors responsibility to apply or observe all pertinent safety doors, windows, foundatrony z n 400 ISLAND AVENUE rules and regulations, as per OSHA standards as applicable. design and erection of , MCKEES ROCKS, PA The Contractor is responsible for the verification of all shipments received. the building. w " Any "external" damage or shortages must be noted on all copies of the bill of lading and one copy is to be retained for your records. Failure to do so w SCALE: DATE: JOB NO: SHT. NO: will make it impossible for the factory to honor any claim. NO EXCEPTIONS!!! PROFESSIONAL ENGINEER NOT TO SCALE 8/21 /03 4604 CS-1 Tc 0 DID= 1/2" 1 70'-0" UUT-TO-OUT OF STEEL 4 1. Dia= 3/4" 2 3 -.._ -....- _... _... _-. _... -.. 25.-0° _._ -- 20'-0" o X=Bracing min ALM C F F m c M X I N X J F H A D t-Nj C 0 0 0 �0 0 f� E 0 ti 0 O `. o m HA D L®J m 'U C X m - X EI I F ® ac -- --�-9 - � r - - - -- - H® ® �� - - - - - - - Z RF Field Located of Wal kdoor a ro 0„ 12'—O„ 3'—O„ 3'-0, - 14._0" 3F_0„ 3,—O„ 12'-0„ 10,-0" 25'-0" 20'-0„ 25'-0" 1 2 3 4 BASE NOTCH DETAIL 1 2 STEEL ANCHOR BOLT PLAN REQUIRED WHEN BASE TRIM LINE - NOTE: All Base Plates ® 100'-0" (U.N.) IS NOT ORDERED JF BASE FOUNDATION NOTCH �/2 OLYMPIA STEEL BUILDINGS Customer:SEA TOW SERVICES INTL.,INC. WILL REQUIRE THE PERIMETER City:McKEES ROCKS State:PA City:SOUTHOLD State:NY OF THE FOUNDATION TO BE , - Designer:.JM Date: 8/21/03 Drafter:DLS Date: 8/27/03 1 1/2' WIDER THAN SHOWN. Detailer: Date: Office: Job No.: (SEE DETAIL TO THE RIGHT.) SECTION AT SHEETING NOTCH - Checker: Date: Office: 4604 — — (TYPICAL EXCEPT AT FRAMED OPENINGS) — — ANCHOR BOLT PLAN Sht. El of 11 DIG= 3/4" Pa Dia= 3/4" Dia= f4" GENERAL NOTES °� Q COLUMN LINE �o1 3 g„ - T I 9O P W O 1. FOUNDATION DESIGN AND CONSTRUCTION ARE NOT THE RESPONSIBILITY OF THE BUILDING _ MANUFACTURER. f :-lz-L I 2. REPORTS THE LOADS IWHCH THIS BUILDING LDING REACTION PLACES ON INE 4,. FOUNDATION.I.... 4 3. COLUMN BASE PLATES ARE DESIGNED NOT TO 00 4" I I I D" POUNDS PER SQUAREEXCEED A BEARING PRESSURE OF 1050 EW 12�" J $" ..L _SW 4. ALL ANCHOR BOLTS SHALL BE ASTM A307 OR EQUAL IN ORDER TO CONFORM TO THE BUILDING 2 2" SW MANUFACTURER. DESIGN ASSUMPTIONS BASED 1'-0' ON THE ALLOWABLE STRESSES GIVEN IN THE 2' AISC MANUAL OF STEEL CONSTRUCTION. See PIF��rIf 5. ANCHOR BOLTS TO BE SUPPLIED BY OTHERS, H H `t FRAME ANCHOR BOLT EMBEDMENT LENGTH IN CONCRETE DETAIL. A DETAIL E DETAIL I TO BE DESIGNED BY OTHERS, tW IV FRAME LINE -- 6. ANCHOR BOLT PROJECTION ABOVE CONCRETE Dia= 3/4 �a Dia= 3/4' $„ FINISHED SURFACE TO BE 3" UNLESS OTHERWISE f NOTED BY FOUNDATION DESIGNER. RIGID FRAME ANCHOR BOLTS & BASE PLATES UO 3" 3 aPP f 7. ANCHOR BOLTS SHALL BE ACCURATELY SET TO _ __------------------- A __ __ _ _ __ _ _ _ A TOLERANCE OF +/- 1/e" IN ELEVATION - - -- -- - n ~ - -_ 1 AND LOCATION. Frm Col Anc. 8olt Base Plate (1n) Grout Line Line No0(in) Wild Len Thk (in) -I B. IF THIS PROJECT HAS BYPASS GIRTS. ITWILL - -- - 4" REQUIRE THE SIDEWALL COLUMN BASES TO BE 2 ` D 4 0.750 8.000 12.00 0.500 0.0 SET BACK FROM SIDEWALL STEEL LINE BY THE 2 " A. 4 0.750 8.000 12.00 0.500 0.0' y�. I DEPTH OF THE GIRT HE SID (8" or FOOTINGS N _ _ 4„ THIS INCREASE IINNIRDEPTH,SIDEWALL FOOII GS 2 " Frame lines: 2 3 -TIL 4„ L9. MINOR FIELD WORK E STRUCTURAL, SECONDARY EW J I I $' AND PANEL7TRIM ITEMS MAY BE NECESSARY TO RIGID FRAME: BASIC COLUMN REACTIONS (k ) H-i ENSURE PROPER FIT. SUCH WORK IS CONSIDERED SW 2 2" A NORMAL PART OF METAL BUILDING ERECTION. Frame Column ---Dead--- Collateral- ive -L - - --Wnd11--- WMd_RI--. - --Wind-L2--- WE WILL NOT HONOR BACKCHARGES FOR MINOR Line Line Horiz Vert Hunt Vert Horz Vert Horiz Vert Horiz Vert Horiz Vert ,, ,, _ z„ FIELD WORK. 2 ^ D 043 1.51 D.DO 0.00 4.27 1276 5.74 -11.04. 1.14 -6.55 -600 -6.67 I 2 ' 2 ^ A -0.43 1.51 . 0.00 0.00 -4.27 12.76 1.14 -6.55 5.74 -11.04 -0.89 -2.18 $ -d Set Plan Frame Column --Wind_R2--- Seismic-L-- -Seismic-t- ---LnWindl-- --Ln Wlind_R-- -F1UNB_LL 1- DETAIL B DETAIL F Line Line Horn Vert Horiz Vert Horiz Vert Herb, Vert Horiz Vert Hcfz Vert 2 * 0 0.89 -2.18 -0.15 -0.12 0.15 0.12 0.45 -11.91 -0.20 -10.45 3.53 5.10 2 a A 5.00 -6.67 -0.15 0.12 0.15 -0.12 0.20 -7.88 -0.45 -9.34 -3.60 16.20 Dia= 3/4" 'QO Die= 1/2" Forme Column F1UNB H 2- �� inc DLine 3.60H.rz 16.20 I 1 Vert 9O P 2 • A -3.53 5.10. 2 a Frame lines: 2 3 r� o NOTES FOR REACTIONS WIND BENT REACTIONS O O �.Reactions I� - Wall-- CoI Wnd(k ) Seismicfk ) A.,-Bolt Base3lote(in) 4" t BWldin reactions are based on Loc Line Line Horz Vert Harz Wert'- No -Dia Width Length Thick 2 3/4" the following building data: - ---- --- --- -" ---- --- -- - ----- -- ----- W -- EW L J F_SW A 1 1.81 2.39 032 0.42 2 0.750 8.00 10.00 0.50 ' I I SW Width (ft 40.0 F_SW A 2 1.81 2.39 0.32 0.42 2 0750 8.00 10.00 0.50 1----}----t Length Height - 70.0 Rove Sloperise = 16.0/16.0. FH1_H Roof 2 _ 2" 2„ Dead Lload (Psf/)2 ) _ 2.0/2.0 `V �V $,� L I Sea Plan Rolofteral Load Live Load(P(s sf) 0.0 )- 22220.0 DETAIL C DETAIL G Frame Live Load {'Psf )= 12.0 Snow Load (psf ) = 28.4 DIE= 3/4" 1P DID= 1/2„ Dia= 1/2"__ Wind Speed `mpn ) 1z0.o Wind Cade. 1R3020 o0 0rr , r Exposure C , 0\' 3 3 Closed/open - C 3' 3' - 0 3' Importance - Wind = 1.00 r� Impwtance - Selsmk = ToO ENDWALL COLUMN_REACTIONS(k..�... F_ Seismic Coeff (Fo°Ss) = 0.40 MAXIMUM VERTICAL DL+CO+LL = 6.0 II O / 2 1/2' �I 2 1 /2" Id --- MAXIMUM VERTICAL DL+WL =-2.8 / DescriptionMAXIMUM HORIZONTAL DLI_ 4. __ __ _ ____________ o �. 2 1 2 2 3/4" II I o 2 3/4" z o6ODL+WR1 BRACING REACTIONS, PANEL SHEAR CIO .. EW 4" 2 3/4" L J L00[ -1 3 0.60DL+WL2 J _ 1 J 4 0.60DL+WR2 f Reactions (k ) Panel SW 5 0.60DL+LnWndL ---Wall-- Cal --Wind----Seismic- Shear 6 OL+CO+FIUNB-LL 1 Loc Line Line Harz Vert Herz Vert (Ib/R) 2" 2^ 7 DL+CO+FIUNB-LL 2 ----------- -------- - ----- 2" 2" 2' 6 0.60DL+WRI+WS L-EW L D- 09 1.1 0.2 0.3 See Plan See Plan 3 -4" 9 -0.60DL+WP C Os 1.1 0.2 0.3 10 0.60DL+WLI+WS B 0.9 1.1 0.2 0.3 DETAIL D DETAIL. H DETAIL AT FIELD LOCATED FRAMED OPENING F_SW A Wind Peo.9n Wil R-EW 4 A 0.9 1.1 0.2 0.3 B 0.9 1.1 0.2 0.3 C 0.9 1.1 0.2 0.3 0 0.9 1.1 0.2 0.3 B-SW D 3 ,2 3.6 2.6 0.9 0.6 OLYMPIA STEEL BUILDINGS CusfomerSEA TOW SERVICES INTL., INC. Ctfy:McKEES ROCKS State:PA City:SOUTHOLD Staie:NY Designer:JMD Date: 8/21/03 Drafter:DLS Date: 8/27/03 Detailer: Date: Office: Job No.: Checker. Data: Office: 4604 ANCHOR BOLT DETAILS & NOTES Sht. E2 of II MEMBER SIZE TABLE (in) ISPLICDEBOLTS PIECE WEB DEPTH WEB PLATE OUTSIDE FLANGE INSIDE FLANGE Top OfBottom Of Plate START END THICK LENGTH W x T x LEN W x T x LEN Qnt Typ Dia Len Qnt Typ Dia Len RFi-1 11A/17.5 0.135 1513/16" 5 x 3/16" x 15'-2 7/16" 5 x 1/4" x 13 7 7/8' 5 z 1 j4" x 1'-10 7/16"4 A325 0.625 2.00 4 A325 0.625 2.00 RFi-2 17.5f13.5 0.160 18'-3 5/16" 5 x 1/4" x 16'-3 5/15" 5 x 3/16" x 18'-1 1/16" 4 A325 0.625 2.00 4 A325 0.625 2.00 cC RF1-3 17.5/11.0 0.135 15-4 13/16" 5 x 1/4" x 1'-10 7/16" 5x 1/4" x 13'-7 7/a"5 z3/16" x 15'-27/16" ANGE BRACES: Both Sides(U.N.) FBxxB(1): xx=length(In), (1)=one side B — L2x2x1/8 }j2.. 7 1 0, 0» z0'-7 7/2.: zo'-' 4 SPO gree _ 1 / 73/16" � 6 G0. PBR, Fern 4 SP 4 FB24.2590 FB24.25B(7) 0 2„h�, o _ �� F[334E3(j) 12 12 RFi-2 � RFI—Z I N I I N a- ua I :a o I { M 02 �IaN { lel IL I � I 35,-8.1 8... 1'-5 15/16” 8" 8.. 1'-5 15 16' CLEAR+/— . _. 40'-0" OUT—TO—OUT OF STEEL A D RIGID FRAME ELEVATION FOR FRAME LINE 2 3 OLYMPIA STEEL BUILDINGS Cusiomer.SEA TOW SERVICES INA., INC, City:McKEES ROCKS State:PA City:SOUTHOLD State:NY GENERAL NATES: Designer:JMD Date: 8J21 f03 Oration DLS Date: 8/27/03 MINOR FIELD WORK OF STRUCTURAL, SECONDARY - - Detailer: Date: Office: Job No,: AND PANEL/TRIM ITEMS MAY BE NECESSARY TO Checker: Dafe: Office: 4604 ENSURE PROPER FIT. SUCH WORK IS CONSIDERED A NORMAL PART OF METAL BUILDING ERECTION. RIGID FRAME ELEVATION Sht. E3 of 11 WE WILL NOT HONOR BACKCHARCES FOR MINOR FIELD WORK. BOLT TABLE: FRAMELINEA & D LOCATION QUAN TYPE DIA LEN 7 WF-1 — WF-2 8 A325 b/d 2 70'-0" OUT—TO—OUT OF STEEL 4 MEMBER TABLE 2 3 FRAME LINE A & D 25'-0� 20'-0" 25'-0„ MARK PART LENGTH WF-1 W10631 15-8 WF-2 W14641 21'-7 3/8" DJ-1 8x25C16 9'-1 1/2" E—i Ll 2 DJ-2 1 Ox25C14 15-1 1/2" E-2 E-3 DJ-3 1Ox25C15 15'-1 1/2" 4 ® p ® 51 a DJ-4 8x25C16 15'-1 1/2" © WF-2 5q p 3 p G-5 G-6 G-6 E N I DJ-5 10x25C15 15'-1 1/2" DH-3 3 p I IllDH-2 G-7 DJ-6 tOx25C14 15'-1 1/2" DH-1 8x25C16 3'-3 1/2 0 OH-2 DH-2 1Ox25C15 11'-11 1/2" —5 � t G-6 G-6 _ DH-3 8x25Ci6 13'-11 1/2" 10 G-7 E--1 1Ox3OEi2 24'-11 1/4 p 3 M1o E-2 1Ox3OE12 24'-11 1/2 OH-1 0 o E-3 10x3OE12 24'-11 1/4" I i o `D E-4 1Ox3OE12 24'-11 1/4" 3 w N n r d d m E-5 10x3OEi2 24'-11 1/2 E-6 1Ox3OE12 24'-11 1/4" GG—S — o o G-6 G-6 o G-5 8x25Z16 9'-7„ 10O 0 El p G-7 — G-6 8x25Z16 5'-3" o G-7 8x25Z16 9'-7 BA G-8 8x25Z12 25'-11 1/2" IH �] - -- - - -- - - —�— C G-9 8x25Z15 25'-11 1/2" L�©7Fiel -ml . G-10 8x25Z13 22'-0" EC .4 3'-4" R171-3 RFS-3 EC-5 G-11 8x25Z16 22'-0" — � G-12 8x25Z12 25'-111/2 10'-0" 12'-0" 3'-0 3'-0" 14' 0" 3 0" 3'-0" 12'-0" 10'-0° G-13 Sx25Z15 25°-11 1/2 CB-5 0.38 CBL 22'-5, CONNECTION PLATES FRAME LINE A & D SIDEWALL FRAMING: FRAME LINE a ❑ID MARK PART I CLU2o 2 CL002 3 CL025 4 1 4 CL213 70'-0" OUT—TO—OUT OF STEEL 5 CL214 3 _2 6 BSCL 25'-0° 20'-0" 25'-0" E-4 2 E-5 E—g — G-13 a I G-12 o o G-8 G-10 G—t2 BA — — — ——— —— — — — — —— — — EC-8. RFI-1 -- - - - - ---I RFI-1 EC-1 GIRT _ LAPS I_O SIDEWALL FRAMING: FRAME LINE D GENERAL NOTES: OLYMPIA STEEL BUILDINGS Customer:SEA TOW SERVICES INTL., INC City:McKEES ROCKS State:PA City:SOUTHOLD State:NY MINOR FIELD WORK OF STRUCTURAL, SECONDARY AND PANEL/TRIM ITEMS MAY BE NECESSARY TO Dekper:JMD Date: 8/21/03 Drafter:OLS Date: 8/27/03 ENSURE PROPER FIT, SUCH WORK IS CONSIDERED Detailer. Date: Office: Job No.: A NORMAL PART OF METAL BUILDING ERECTION. Checker: Data: Office: 4604 WE WILL NOT HONOR BACKCHARGES FOR MINOR FIELD WORK. SIDEWALL FRAMING Sht. E4 of 11 BOLT TABLE: FRAME LINE 1 & 4 LOCATION QUAN TYPE DIA LEN ER-1-ER-2 4 A325 1/2" 1 3/4" D 40'-0" OUT-TO-OUT OF STEEL A ER-1-ER-1 4 A325 i/2" 1 3/4" Corner-Column 4 A325 1/2" 1 3/4" C B _ Column 12 A325 1/2" 1 3/4" 13'-4„ 13'-4., MEMBER TABLE RA FRAME LINE 1 & 4 5 2"1� MARK PART LENGTH 12 2 7 1 12 EC-1 8x25C16 14--4- 1/16" 7C _ ]C EC-2 8X5OD15 16'-5 3/8" ER-1 _ — — ER-2 EC-3 8X50D15 16'-5 3/8 17 _— _ _ _ Is EC-4 W8531 14'-6 3/8 © � 3 - EC-5 1Ox25C15 14'-4 1/16" qEC-6 10x25C12 16'-5 3/8" 2'-6" s G-1 G-2 G-3 2'-6" EC-7 10x25C12 16'-5 3/8" ® 4 4 ® ® 4 © EC-8 1Ox25C15 14'-4 1/16" 1 o ER-1 1OX50D14 20'-1 1/2" s ER-2 1OX50D14 20'-1 1 2' ©I G-1 G-2 G-3 ® r DJ-1 8x25C16 9'-1 1/2" ® ® 4 � ❑ n ❑ o aN❑ / I DH-1 Sx25C16 3'-3 i 2" 0 1 s s t 1 _ G-1 8x25Z16 11'-11' o G-2 8x25Z16 12'-7" c off-1 0 1 IG-3 8x25Z16 11'-7" ®I c� e`2 o 0 0 ' �u s ° G-4 8x25Zl6 13'-3" G-1 G-2� O G-3 ® CB-1 0.25-CBL 18'-3" �© CB-2 0.25-CBL 16'-8" Ei 2 s 3 O CB-3 0.25-CBL 16'-4 M q BA q CB-4 0.25-CBL 1 17'-9,. CO 07CO e Al— �]C� H CONNECTION PLATES EC-1 EC-2 3;e1�, EC-3 EC-4 FRAME LINE: 1 & 4 DID MARK PART 1 CL003 2 CLO81 3 CLO83 ENDWALL FRAMING: FRAME LINE 1 5 c 028 6 CL050 7 CL123 A8 CL002 40'-0" OUT-TO-OUT OF STEEL _ D 9 CI-025 B C 10 CL052 11 CL244 RA 12 1 71 Bi 7C 12 1R_1 _ ER-T 17 17 2 z 2'-6" s 3 G-1 q G-4 q G-1 z s. 2'-6" I4j 4 IE 41 Fil o o Cs�. . G-1 G-4 G-1. 16 �r ® ® ® a ® ® o lI 6] G-1 G==4.. v ... G-1 1©...... CABLE NOTES: .. a ® ®® 91 ® FIELD SLOT GIRTS FOR BA q I CABLE TO PASS-THRII OCD - - -- -- � �—..- - - - - - -OCD `" - -- - - ©7� EC-5 EC-6 EC-7 EC-8 ENDWALL FRAMING: FRAME LINE 4 GENERAL NOTES: OLYMPIA STEEL BUILDINGS Customer:SEA TOW SERVICES INTL., INC. MINOR FIELD WORK OF STRUCTURAL, SECONDARY Gey:McrEJM ROCKS Stat3 cityaouONo D Sta03 AND PANEL/TRIM ITEMS MAY BE NECESSARY TO Designer:JMD Date: 8/21/03 Drafter: Date: 8/27/03 ENSURE PROPER FIT. SUCH WORK IS CONSIDERED Detailer: Date: Office: Job No.: A NORMAL PART OF METAL BUILDING ERECTION. Checker: Date: Office: 4604 WE WILL NOT HONOR BACKCHARGES FOR MINOR FIELD WORK. ENDWALL FRAMING Sht. E5 of 11 __ MEMBER TABLE MARK PART LENGTH P-1 -TOP 25Z12 —26---11-172— P-2 6 -111 2P-2 10P25Z12 24'-0" P-3 10P25Z12 26'-11 1/2" _ 4 E-2 10x3OE12 24'-11 1/2" 70'-0" OUT-TO-OUT OF STEEL _ (71E-3 10x30Et2 24'-11 1/4" 2 _ 3 _ E-4 tOx3OE12 24'-19 1/4" 25,_0„ 20'-0" 25'-0" E-5 10x3OE12 24'-11 1/2" E-6 10x3OE12 24'-it 1/4" CB-6 0.38-CBL 21'-9" CB-7 0.25 CBL 18'-9" E-5 RFt-1 RFt-.1 E-4 D E_6 _ I i I P_2 (TYP) I P-1 (TYP) P 3 (TYP) W a I RF1-2 RF1-2 O I N O I 13 I I QZ _ P-3 I (TYP) P-Z (TYP) I (24) I OB I CB,� Qz I I i I I Q I I Oj RF1-2 RF1-2 N 0 o I I c� 6 cg\6 I I A E-1 RFi 3 E-2 RF1-3 E 3 - OF PURLIN 2' 0,: z 0"I SHEETING _ LAP �,. Z._0.. RPANELS: 2s ca. PBR ROOF FRAMING PLAN Fern Green OLYMPIA STEEL BUILDINGS Customer:SEA TOW SERVICES INTL., INC. GENERAL NOTES. - City:McKEES ROCKS State:PA City:SOUTHOLD State:NY MINOR FIELD WORK OF STRUCTURAL, SECONDARY Designer: Dote: 8/21/03 Drafter:DLS Date: 8/27/03 AND PANEL/TRIM ITEMS MAY BE NECESSARY TO Detailer: Date: Office: Job No.: ENSURE PROPER FIT. SUCH WORK IS CONSIDERED Checker: Date: Office: 4604 A NORMAL PART OF METAL BUILDING ERECTION. WE WILL NOT HONOR BACKCHARGES FOR MINOR ROOF FRAMING Sht. EB of 11 FIELD WORK. �I TRI05L (Gutterswith 4 downspouts & elbows)..... TR104R El TR 720 78060 TR214 TR125 TR140 TRI.4MTR041, TR105R c v 0 0 0 0 IO O O N N N iV iVT 041, TR042 R042 (. • I TR041, TR042 I I Tnm_t E N tD c0 c0 't0 ' T I ! rnoai l n 20 N v o N I I TR042i �. I Io I. � . of o I. of JLi i 2'-0„ LAP SIDEWALL SHEETING & TRIM'. FRAME LINE A PANELS: 26 Ga. R — Light Stone TRI04LE TR105L (Gutters with 4 downspouts & elbows) TR104R Fill TR120 TR060 TR214 TR125 TR140 TR'142 TR105R o �_ - o N 1 1 I i I I f I I I' I II t I -f I 'I I I N io. m io io iD iD io m io iD io ro io iD -to io io io io ZD io �W io O LAP SIDEWALL SHEETING & TRIM: FRAME LINE D PANELS: 26 Go. R — Light Stone GENERAL NOTES: OLYMPIA STEEL BUILDINGS Customer.SEA TOW SERVICES INTL., INC. City:MCKEES ROCKS Siate:PA City:SOU HOLD State:NY MINOR FIELD WORK OF STRUCTURAL, SECONDARY Designer.dMD DaPe: 8/21/03 Drafter:DLS Date: 8/27/03 AND PANEL/TRIM ITEMS MAY BE NECESSARY TO ENSURE PROPER FIT. SUCH WORK IS CONSIDERED Detaller: Date: Office: Job No.: A NORMAL PART OF METAL BUILDING ERECTION. Checker: Date: Office: 4604 WE WILL NOT HONOR BACKCHARGES FOR MINOR FIELD WORK. __ SIDEWALL SHEETING Sht. E7 of 11 DECAL TROBO: L�(� TR0s0. _ E a m e-,2 m r �reoal. tR0a2 0 LAP ENDWALL SHEETING & TRIM: FRAME LINE 1 PANELS: 26 Ga. R — Light Stone - - DECAL _ TR101 M TR0g0 TR080 E I, _ In I I I I 2'-0" LAP ENDWALL SHEETING & TRIM: FRAME LINE 4 _ PANELS: 26 Ga. R — Light Stone : OLYMPIA STEEL BUILDINGS Customer:SEA TOW SERVICES INTL., INC. GENERAL NOTES: City:McKEES ROCKS State:PA City:SOUTHOLD State:NY MINOR FIELD WORK OF STRUCTURAL, SECONDARY Designer:JMD Date: 8/21/03 Drafter:DLs Dais: 8/27/03 AND PANEL/TRIM ITEMS MAY BE NECESSARY TO Detailer: Date: Office: Job No.: ENSURE PROPER FIT. SUCH WORK IS CONSIDERED Checker: Date: Office: 4604 A NORMAL PART OF METAL BUILDING ERECTION. WE WILL NOT HONOR BACKCHARGES FOR MINOR ENDWALL SHEETING Sht. E8 of 11 FIELD WORK. PURLIN 2- W/8- PURLIN (2) #12 X 1 t/4 I'-l0 1/2' CL153 4" W/10' PURLIN S.D.S. (IF REO'0.) EA VE STRUT 1/2'0 % 1 1/4' PURLIN A307 X I S RA - ENDWALL RAF TE p307 BOLTS p307 BOLTS _ _ _ __ _ _ _ _ _ _ _ _ _ 1/2'0 x 1 1/4' 4" (TYPJ(U.N•) (TYP)QU) F - - 1 A307 BOLTS (2) 1/2.0 X 1 3/4' CLO20 CI 0 (TYPJ(U.NJ A325 BOLTS LL02D i I 1/2'0 X 1 1/4' 2' _ _ 2' W/8' GIRT ENDWALL COLUMN 2• W/8' GIRT ENDWALL COLUMN CLI53 I 1 A307 BOLTS _ - - - - 4' W/10' GIRT 4' W/10' GIRT CIF REO'DJ o O (TYPJ(U.N.) CLO20 _ - _ _ CL020 1/2, ENDWALL a O _ o o o jR RAFTER I I I CLO81 (F.S. o O O O o O CL083 (F.SJ FLANGE BRACE BEYOND (4) f/2'0X13/4' -- - --- -- -- - _- � - - - - -- _-- 8) 1/2'0 x 1 3/4' N (IF REO'➢J ENDWALL RAFTER A325 BOLTS II O A325 BOLTS ENDWALL GIRT ENDWALL GIRT 11 II (8) 1/2'0 X 1 3/4' CLO53 CLO81 ENDWALL GIRT ENDWALL GIRT 11 011 A325 BOLTS ENDWALL COLUMN TDEPTHCORNER . ..(SINGLE CEE, DOUBLE CEE.. . ....ENDWALL COLUMN -COLUMN.. _.._. 2' OR WELDED MEMBER) (SINGLE CEE. DOUBLE CEE OR WELDED MEMBER) A2 COLUMN TO ENDWALL RAFTER B1 ENDWALL COLUMN TO ENDWALL RAFTER B16 CORNER COLUMN T❑ ENDWALL RAFTER C1 ENDWALL COLUMN GIRT CONNECTION C2 ENDWALL COLUMN GIRT CONNECTION SIDEWALL GIRT EW ,. 1 2- w/ B' GIRT pi n 2' 4' 4' w/ 10' GIRT II 2- W/ S' GIRT �Hw IRT m ENDWALL LOCUM CL003 ENDWALL G 2' 4' 4' W/ 10' GIRT m o s n SIDEWALL GIRT CORNER COLUMN .ENDWALL COLUMN ' . II 3) I 111 CORNER °a (2) 3/4'0 CL (4) 1/2'0 u 1 3/4' (2) 3/4'0 ANCHOR HGLTS II ^�a II COLUMN A325 BOLTS ANCHOR BOLTS BASE PLATE _ _ CLO20 _ - - - - - W/8' GIRT 1 I I O_ J q (N.S& F.S) CLO21 W/10' GIRT I II __ (4) 1/2.0 x t 3/4' 1 I i° IT All A325 BOLTS O— (2) 3/4'0 < 0 O I I P 7 'ANCHOR BOLTS L t t q• ry CL052 w/ ENDWALL CORNER COLUMN (2) #l2 % 3/4' 1/2'0 X l l/4• TEK3 S D S 2' 2' A307 BOLTS CLO50 CLO50 YTYPJ(U.NJ —I/E'0 % t t/4' B' A307 BOLTS SW ENDWALL GIR (TYPJ(U.NJ D1 CORNER COLUMN GIRT CONNECTION D15 CORNER COLUMN GIRT CONNECTION E1 CORNER COLUMN BASE SECTION E2 ENDWALL COLUMN BASE SECTION E3 ENDWALL COLUMN BASE SECTION SEE ROOF PLAN SEE ROOF.PLAN FLANGE PURLI1/2-0 CRIGIDOGI LUMN FRAM BRACE Y/2 0 X t t/4' 2' W/ 8' PURLIN COLUMN (3F REO'DJ CI-002 A307 BOLTS 1/2.0 x 1 V4' DOOR JAMB 4' W/ 10' PURLIN CL003. . (TYP)(UN) A307 BOLTS I 2' w/ 8' GIRT PURLI <TYP.) N.N.) I GIRT. 4' w/ 30' GIRT -CL122 W/8' RAFTER (2) 1/2'0 CL123 W/10' RAFTER - - -. - - - - - - - -- - - - -- - ANCHOR BOLTS (2) 3/4'0 O I o O I ANCHOR BOLTS - O ,-- 0 -.O O (4) 1/2'0 u 1 3/4• 2 1/2' (2) 1/2.0 x 1 1/4• - - O 1 1 O A325 BOLTS (UN.) A307 FIN NECK BOLTS O o O b 2 3/h' OF LI53REa'DJ V II 1 O 0 O I . .ENDWALL - - - jaw ul 2' V2'0 X 1 1/4' A307 DOLTS ENDWALL RAFTER (4) 1/2.0 % l 3/4' FLANGE (TYPJ (U.N.) A325 BOLTS RIGID FRAME BRACE RAFTER SEE SI➢EW (IF REO'D.) � . ALL ELE SEE SI➢EWALL ELE E4 ENDWALL COLUMN BASE SECTION E6 DOOR JAMB BASE SECTION F5 ENDWALL RAFTER PEAK CONNECTIONG1 FLANGE BRACE AT PURLIN LAP til FLANGE BRACE AT GIRT LAP OLYMPIA STEEL BUILDINGS Customer:SEA TOW SERVICES INTL., INC. City:McKEES ROCKS S}ateiPA City:SOUTHOLD ... _.. StaPe:NY Designer:JMD Date: 8/21/03 Drafter:DLS- Date: 8/27/03 Detatier. Date: Office: Job No.: Checkor: Date: Office: 4604 DETAIL DRAWINGS SIT. Eg of n EAVE STRUT FLANGE IG1D FRAME EAVE STRUT SEE FRAME CRUS RIGID F4RAMBRACE COLUMN WEB SECTION FOR HOLT COLUMN (IF RED'D.) (2)7/2'0 X 1 3/4' SIZE AND QUANTITY HDSS A325 BOLTS (A307 SOL GIRT EAVE STRU 1/2'(TYP.)ENDWALSEE DRAWING RAFTERFOR BOLT SIZE_ _ _ AND TYPE0 - J SEE DRAWING WF-2 — (2) 1/2'0 X 1 3/4'(2) 1/2'0 X 1 3/4' FUR BOLT SIZE OOR JAMB 11/2'0 x 1 1/4' AND TYPE I —A3 1/2'0 X 1 3/4' A325 BOLTS A325 BOLTS A307 BOLTS CLC63 A325 BOLTS (TYP.> (U.N.) LJWF-1 II �CLO61 RIGID FRAME RIGID FRAME RIGID FRAM I COLUMN RAFTER 1/2' _ I GIRT DEPTH I -CORNER COLUMN . ..COLUMN HR FLANGE BRACE AT GIRT LAP H10 WIND BENT & RAFTER CONNECTIONS 17 CORNER COLUMN TO ENDWALL RAFTER J2 EAVE STRUT TO RIGID FRAME J2S EAVE STRUT TO RIGID FRAME (3) 412 X 1 1/4' S.D.S. EACH END OF RA EAVE STRUT (2) 1/2'0 X 1 1/4' 1/2'0 x 1 1/4' A307 FINNECK WALL GIRT A307 BOLTS COLUMN OR 2' W/ B' GIRT BOLTS (TYP.>(U.N.> RAFTER WEB CL244 4' W/ ID' GIRT T—D (IF RER'D.) BLE r — — — — — — — — DOOR JAMB CL213 (LEFT JAMB)) PURLIN 7 — — CL025 CA STRAND GRIP- WASHERSo FLAT 0 7/4• DOOR HEADER EYEBOLT WASHER GAP 0 x 1 1/4' (2) lY2.0 x 1 1/4• NUT JAMB SUPPORT ANGLE DOOR JAMB p30] F1N NECK SLOT IN WEB TO INSERT BOLTSRA (FIELD MODIFY TO FIT) BOLTS HILLSIDE WASHERGIRT .)(U.NJ4307 x 1 1/4' FIELD LOCATE e I N-0^ AND EYEBOLT A30J BOLTS - CL020 � I I FROM JAMB LOCATION..(TYP.)(U.N.) 1/2'0 X 1 1/4'A307 BOLTS (TYPJ(U.N.) . . DOOR JAMB K2 GIRT TO DOOR JAMB L1 DOOR JAMB TO EAVE. PURLIN L6 DOOR JAMB "f0 WALL GIRT - M1 HEADER TO DOOR JAMB Q2 DIAGONAL CABLE BRACE CONNECTION WALL PANEL 1 BASE ANGLE S.D.S. FOUNDATION INSIDE CLUSUR (BY OTHERS) (IF REQ'D) TRO01 4' (IF REQ'D) '.. OPTIONAL BYOTHERS, MUST BE ADEQUATE - SHEETING NOTCH TO SAFELY RESIST THE LOADS (SEE DETAIL ONy 11 1/2' IN THE REACTION REPORT SHEET Ell H (IF APPLICABLE) T3 BASE TRIM SECTION OLYMPIA STEEL BUILDINGS Customer:SEA TOW SERVICES INTL., INC. City:McKEES ROCKS S1ate:PA City:SOUTHOLD State:NY Designer:JMDDate: 8/21/03 Drafter:DLS Date: 8/27/03 ', Detaller: Date: Office: Job No.: Checker: Date: Office: 4604 DETAIL DRAWINGS Sht. E10 of 11 412 X 1 1/4' S.D.S. (1'-6' OC.) #12 X 1 1/4' S.D.S. INSIDE CLOSURE #12. X 1 1/4' S.D.S. (SS) TO ROPE SEAL ON #14 X 7/8' S.D.S. W/W TOP OF CLOSURE RAKE ANGLE (1-6- OC.) DOOR JAMB TRIM i7/8'w/(2) 11 1I TRIM TROD ROPE SEAL ENOVAL 414 X 7/8' S.D.S. ROPE PANEL I C3' D' D.C.) CSS) .. PANEL' TRD42 R B' JAMB -WALL PANEL WALL PANE TR043 @ 10' JAMB HEADER --- _. 7 - - -- - - (IF REO'0>__.. -. -- I --- TRIM Th1Zd- ROOF PANEL" .-... -... OUTSIDE CtESUR I I #12 X 1 1/4 _. i #12 X 1 1/4, S.D.S. S.D.S. TRIM TR060 �#12 X 11/4' I (1'-6' D.C.> TRIM TR040 S.D.S.S➢SI #14 X 7/8' S.D.S. #12 X l 1/4' S.D.S. L- - - - - - - J CORNER INSIDE #14 X LB' ST.S. #14 X 7/8' S.D.S. tl'-6' PC) CLOSURE (1'-0' 0.6(SS> (1'-0' D.CJ TRIM TR020 TR042 2-B' HEADER TRIM TR041414 X 7/8' S.D.S. EAVE STRUT I 912 X 1 1/4' S.D.S. TR043 @ 1V HEADER (1'-0' P.C.) I WALL PANEL -� OUTSIDE CLOSURE WALL PANEL SIDEWALL . PANEL Trir1_1 DOOR JAMB TRIM. Trirt_2 HEADER TRIM Trim_l6 GUTTER TRIM SECTION TriM_35 RAKE TRIM SECTIDN Trlro 39 CORNER TRIM SECTION REEF PANELTR140 RIDGE CAP TRO80 TR120 (GUTTER STRAP: TR060 (EAVE GUTTER) @ 3'-D' D.C.) TRIPD (EAVE GUTTER) y #14 x 7/8' S.D.S. I (1'-0' O.CJ(SS) ROUF PANEL #14 x 7/8 S.D.S. (TYP.) ',. TR120 (SS) 1 TR101 TR105L _ - TR124 POP RIVET TR104L PUP RIVE (DOWNSPOUT) (TYP) TR080 DECAL- (TYP) - ✓ .. TR104 ENDWALL SIDEWALL CAULK (CORNER BOX> - - PANEL PANEL TRI05 TR020 (GUTTER END CAP). BUILDING CORNER DETAIL GUTTER END CAP DETAIL - GUTTER/DOWNSPOUT- ASSEMBLY - PEAK DETAIL OLYMPIA STEEL BUILDINGS Customer:SEA TOW SERVICES INTL., INC. Cify:McKEES ROCKS State:PA City:SOUTHOLD State:NY Designer:JMD Date: 8/21/03 Drafter:DLS Date: 8/27/03 Detailer: Date: Office: Job No.: Checker: Date: Office: 464 TRIM DRAWINGS Sint. El of 11 o Pz - Qa w M - - - _ LLJ o CL I - - _ - -- - - - -------- _ . . . _ _ - � � — -- -- ,. _._. _ _.. y .,tlf` � '•Ur __- -�� .. _.,.mss'� - -_ � - -�--- j " - �-.,- =� �= a - -�_ _r .���,,:-._ � Q�- - .- . �.- ,7 „ - _� ., 117. z�,;, ,'� •� - - � l� - --- Lam .f . L - G __ _ _ _ __ ___ G _ _ _____ _ __ _ _ _ _ _ __ _ _ _ __ __ _ _ _ _ _ ` - LTQtiTLIIIITTDUIJ'DUDCI OTLITJODU LITTUL LI LTDIITI Uli1=ULM IIII[J-DWITI OU13 LT U'OOU UZ U-UU U UO II 11111 LI ULO]U DOL U ULI U U 1[UU U U OD OLD]L IO ULU UII 7LI LJ DO DLI- -0 UTUL OilU U LJ DUU IUO IJ DO OU UO U1.1 fJ ULL oil ILIU LJ U UI1 I i L i O IJU UO O UMTV 11IJ 1= — TI- i I -HE aJ � � - f Jill I 111H Lill' Hull py 1 1 11 [1 U-ILILWI 1111 - 1111 Ill 1111 H u 11 ILITIELLILLILU 11 Bull Bulk BUB fill I 1JUILILLUILILIff HIIULIHIIHIIH 11 1111111 1 IT 11 ILLM111 Hil Hill] Hull uu J H ILLJ 1,11 1 111[ 1 pull Lull 11 J IILLI I'll ulull 111 11 Hull H III Hull Bull Hui HURT HII Hull 11 J IJ J - - -- -- wwull Bull nun Hull Hull Hull- 11 U 11 1111111 H IT 11 If H 11 IT u if IIIIIIIAW[it A � I TrIl 11 IT 11 1 �- la- -HP 41 j T I ... -- - - - - - -_ - —_--_ -- --,-- : VERIFY ALL DIMENSIONS -- —" - — -- - > - ---_ -- fir - -- AND CONDITIONS PRIOR "1 I' ;'. • : - l LLill TO CONSTRUCTION Tj ' I 811-2002' oorrm ee ', CACM W.CMA r mm. - .I - - - -- -- - - - - - - 05-12-0 EAST / FRONT ELEVA .CION DACE B01 �,<, AU AVEINII _ ) NUT �1AY 16 2003 EAST FRONT ioothoN TOWN ELEVAT ION I 1lennin Bee[A - © COPYRIGHT 2002 EAST END DRAFTING & DESIGN ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED, UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT Oj* . IJE WRITTEN AUTHORIZATION. 1 ALL PLANS AND DESIGNS ARE THE SOLE, PROPERTY OF EAST END DRAFTING & DESIGN. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. 0 -- � O - - Q w — - — _ O _ w p Q - mm I -- � = n z ry - _ --- 0 i 11u 1.11[ U.LLJLU-Uil flu v LJ e In _ _ . _ _—_ _ _ - _ -- - 11- -_ _ __ - - - - .. _ --f __ - _- _ _ - _ _ — f -- - _ _ i _ ..� - - 1 - - - - E. U 11 lul]rf➢uwCITSTSULTSLrtrLTCJ[TftZITSul r(SLrLt'II❑lTLJL�TTLWI'sfJl]4.f ln1TfiTfr M IL TL Q= JrrLJpT7DtTLrTTun77=171u'ilf11T1 .rfSLTCIIr[rITL7l =77F=tmTJL'ITL_F=TI'ITTLT=71"rT L 'TT LJ TJ_MJ-T LTTI r f MIlFl f1TIIUULII 1l 1l rla f T I III -I Ff 111 Tl Tl I11[ J s1 o TILT 17 L n I i 'I n LmTn I L TI 11 0 l m MMM TIFILM 11 ITT CA Li t t - Hull IIIII III fl 11_11 11 liu DSDD11 nil 11 11 11 11 111111A V 11 11 IT Ill 11111111 LU r - �I flININ IF II Inn H "'ill U11 ' 71 11 IM IT Ili I H 11 1111�Tin ',-i --- - V�YQERI�F•l' ALL P1MEN$IQN$ I' AW P, pR10�k l,— — e TO C. T pqNpp 1 ONST#tFJCttON 811-2002 CMA ', 'arcrwn er. WEST / REAR ELEVATION 5-12-03 (_AFF`-; YCMJC'; A /FP, 1 JF ) &4W mtc p EcE VG WEST / MAY 1 6 2003 II D PLAN Southold Town Planninj Board © COPYRIGHT 2002 EAST END DRAFTING do DESIGN ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT ! ti of WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF - EAST END DRAFTING & DESIGN. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. dl r [ Vey fl LLJ Z y LLJ UWj wxw�mammrmmgv::vsvw — L_1 _ W F Q ! :.- o t� Qf Uj 0 U ) o- ' n a NORTH / RIGHT SIDE ELEVATION M ' (FACES HUMMEL AVENUE) a1 z . C7 ,fir �4 ten.. ' wuLoiwa'o�owovvwLuwnww�wvwa000wow00000va d , IIT ) WRAP ON! FS PRION CpNALL, Alt&Nh119N — -- — — e —_ b 0ONS1RU07ik7N --�—.—.� Bil— .}, .S .#.,•.r.t: ii �� ,}f. ,�''IG } t ' .i .-1 . . f T 44 >4 y.i . . 4 'fw1+ `k ,� t��L. �55ti' ,� :` y, r, Y,f -r h, y- ,P 5. . 3— , 5y � !,...i' ="+5+�, ! �; f, :. ., ..^„' : .:` . ��,f;y+���::,:.a'rl:; r r; �.f�.,, JJr f.};, _ ..y.. rf .: - :y ,Y .4 y :ef,•-,: 8-12-0� + � ?P *,',+” , �.. ff24. N' 4, lry . ''. .1',:c� jt:y',r'4i,:i�K .�424 h` -,' 1.,, ' `fY, ' I AMRy-:r5 �: � , r3 , 5-.. 3fh}F:h ,� Jf.. . , i+ kr.: ..� 4 ..f t s SOUTH / LEFT SIRE ELEVATION I , (FACTS RAILROAD TRACKS) 11,I NaRTH -OiJ° MAY 1 6 2003tUTH a eLeVAT1g1V Southold Town Planoin Board 7i © COPYRIGHT 20pE' EAST END bRAFTING :de, pE3fGN ALL FLOOR PLANS AND ELEVATION& ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT , �f WRITTEN AUTHORIZATION. ALL PLANS AND 'DEBIGNS ARE THE SALE PROPERTY OF :i EAST END DRAFTING do DESIGN: THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICEN5ED EXCLUSIVELY TO THE BUYER, i>, r ROLL DOWN FI EDOOR Ld >- CLI 0 w ROLL DOWN Lu DOOR = 4 FIRE ¢ 0 MECHANICAL EXIT o � ROOM/ LLJ ELECTRICAL P 0 z ROOMly% STORAGE STORAGE o o [-RaI <c 0 ., o cn LADIES a w 0 0 0 z 0 48 r V K W MENS ELEV. h MECH. w ra ELEV. ILII VERIFY ALL DIMENSIONS - AND CONDITIONS PRIOR TO CONSTRUCTION pmum m: 811-2002 DFUM M CMA STORAGE STORAGE 05-12-03 . 144 ', aNEEr imE: nSou:thold aTawn FOUNDATION PLAN saw m © COPYRIGHT 2002 EAST END DRAFTING & DESIGN - 80' ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTEDUNER FED ; PLANS MAYERAL NOT BOEPYRIGHT REPRODUCED WITHOUT WRITTEN AUTHORIZATION. 4 of ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF 7M� 7H-+STT FLOOR TKA pT EAST END DRAFTING & DESIGN. BASEMENT 1 LOOT\ 1 LAN THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS ISLIENSED EXCLUSIVELY LY TO THE BUYER. All VE ,. 7 7, "^ VEST. wz o Qwme FIRE o z EXIT CAFETERIA Ld a UP Q 0 ry VYN 0 �o:I7 0 w COMP. o a LADIES ROOMw C) � o [-� < �.� © -,:q0- o b O 0 � a a 0 COPIER/ TELECOMMUNICATION o FAX CENTER MENS CENTER ' ELEV. o MECH. ELEV. 72 ww4 RADIO ROOM RECEPTION 7AMADVJ"kiMSAREAON5TRUG�` S 811-20.02 '. anwx er: _ CYA a+cdxao m: . LOBBY 05-1 iia -03: F;soauthotdlown � D FIRST FL0.0,R . PLAN Lc) O 0 o 0 SKU m 28 © COPYRIGHT 2002 EAST END DRAFTING DESIGN ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED OTECTED UNDER FEDERAL COPYRIGHT LAW. 80t PLANS MAY NOT BE REPRODUCED WITHOUT ^, ' WRITTEN AUTHORIZATION. (, ��rr 111 ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DRAFTING do DESIGN. FIRST FLOOR TLAN A 7 THE RIGHT IC BUILD ONLY ONE STRUCTURE FROM THESE 1K 11-1 L iFl` YL 11\\I PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. i CJ 0LJ ACCOUNTING ' VP. _ Z w Q a no � ~ W U � Q V) d LADIES LLt cn. Oo 0 © COPIER/ w o FAX MENS CENTER RTF — ELEV. ell MECH. 3� 0 ELEV. M a vERIEFY ALL DIMI:iJSIQN,$ ', .. . AND CONDITIOy$'PAll OR CONFERENCE VP. TD CDNSTRUCTICN 811-700 CMA 061'2-U3 Pr, 144- 1','0,' Q (� C 'm` BALCONY Ln MAY 16 2003 SLCQND 'FI;QOf PLAN Southold Town /1y% Planning Board 28' —+ I OCGN ALLCFLOOROPYRIGHT 2002 EAST END DRAFTING I PLANS AND ELEVATIONS REPROTECTED,TED, 80 UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT REPRODUCED WITHOUT 6 OlI� ' { WRITTEN AUTHORIZATION. C ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY. OF SECOND FLOOR PLAN ETHE AST END D & DESIGN. a - PLANS�STO BUIL LIC�NSED EXCLUSIVELY BUYER THESE . I P Qa cy w o Li n r Qw o W LLJ 0 OFmo <C 0— Ll STORAGE „ CQ STORAGE CS7 A M z ELEV. w MECH. 17 ELEV. A H LL Lill - AU. buoteNSfm , ANP CONDITIONS. PRIOR,' ' '�0' CONSTRUCTION RNWW ft ` d 811-2002 CMA J ' cxoaaaer: ' , rrl DAM. 05-12-03 tewc 1/4" - 1 — . mre><r Tme u � Mnv i 6 zoo3 . ATTIC �'k'C�O PhAN Southold Town Blammn Board Wm Nd, - Q O� — I © COPYRIGHT 2002 EAST END DRAFTING do DESIGN U - ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT ^J � , WRITTEN AUTHORIZATION. I ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF TT FLOOR 1 ST EN DRAFTING & DESIGN. 1 Hl1 LOOR PLAN THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE - - PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. PEN ---- _ - - - --�— = tea—,�-- — =x1srrM sTRuCi u R E i& AM AM AftAftAftAft 11 AJ it Fn �c NORTH,/RIGHT SIDE ELEVATION p E 6 0 d E , NOTE: BEWND TF�EES AND SCHRU-BS WILL BE A 6' Hi4h WHITE PVQ FENCE To MATCH NEW FENCE BV I71mq W TALltfl }'VT JUN 12 THIS TIME. SoutholdTa Plan" Board Y SITE PLAN OF PROPERTY AT SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK _ m � a �� `0Ln i A=/ ••b ° Kfs ; t' i r— P 716 �f i w ,[ �. A�^y-7 \- SST 11(li•..•.-.-.- o i.." [ SCTM: 1000-63-02- 30. 1 �� � °pP OtN p05 AREA = 1 .7693 ACRES V, SITE DATA: SCALE. 111 — 201 ^ .. P 13 P�5) 14� ;�0 ° p ���G ts� o ,�5 W SCTM # 100 ;.. . - ` P c ��C�E 0 - 63 - 02 - 30. 1 `' 'tc �3°' '0 rR�, TC 35 LIGHTS z SITE AREA = 1 .7693 ACRES -77o,'o-SF" PROPERTY NOW OR FORMERLY T1 ` Co : �5 p' �,° s � ,^ ,y�,� . . . ... . . W TOTAL BUILDING AREA: EXISTING:NE 105653 S FT.` 'J OWNED BY FYP°0\S- R^,�'_' ,p,N°�TSE.J\ NEW °F-Ep H ' °� +`0 9�1� iC 36 .-:-.-: '.f.- W , 6 F a • ° 5t 0 `' := ,,, TOTAL: 73,528 SQ. FT. ORS ,0 $. _. NE'N4 OEEp F cF[ F"O -•'. O U f� TOWBEE LLC ? W, �p o�,o °`P' p HPtC,f� °PCD � EXISTING PROPERTY ZONED LIGHT INDUSTRIAL UO J � ' '' 0 � POP PSP G� w a 1560 YOUNGS AVE. 6' = #..,` [ �� �, x SCHOOL DISTRICT # 5 SOUTHOLD, NY. 11971 F^, _ • 4�P '•• " U °\N� :- : '-:`�':#.';: : R •• • ' ' .••• &� �s"Eo LsIGn" S ° SITE PLAN DRAINAGE CALCULATIONS:O .• ., -. (n � L/] J0.0„O A 7 ��,. ,• PHP\' eP5 O,�F °PSC ': r•.R � H--I 2--�1 PS`oHcaEtF L PSPH�oNcaE� g5'2TIefi i e B O ROOF AREA BUILDING #1 BUILDING: 63'x 83' = 5,229 sq/ft aoN ti ol�on EP r: 4 M.a FRONT PORCH: 23'x 5' = 115 sq/ft - - -- pA`°` sPP�EsI 1 G �p BRo4°So f 10 st v: o HALL / PORCH: 20'x 18' = 360 sq/ft E\RENS _ es5 �.ee a l6 °EEP bPSKp SMP_ Q 8o X6 y o °\P oa PiGN� w N�ao N�Nfi "5 s olo�,o � „rs o TOTAL ROOF AREA - 5,704 sq/ft NE,N ° �21,5Wk 8' MIN. ;?' NEW DEEP g0. �v gUll'D OR�� _ / 'I' �. •;• w,-'} -. _ - V = AxRxc SPC N°F vo yo ° _ 4 `' -! /. _ \� J cN SE sn .T,oy°e"�'�� ti,l ` _\-- -� ” a.� -�•::'.:.•-� A = 5 704 sq/ft _ �P -�Pys°H,FF zJ • a �1 X00 R - 2" RAINFALL - . 17ft EP \\ E ,G�'; N� C == COEFF. = 1 .0 cad -:`F:'• o NE E °r.W / ' ///r/rr/% \/ . , T. . .. . CON fO .:. .0 •l tG� �" f3 ° \\ 1 //////r//. < ,,\ •f-�R `HNSHED < O c °\P \�' -� _ S�� ,a 5 leo //r/rr/ V = 5,704 x 2 x i = 951 c.f. tl V F .C':':':':':':':':': Y O fm}. v oHtS — OW"0X 1J11O . . . . . . . . // //r ^<1 lL ' b\ .I it '='� iw /� �/ ,L� r//i%//rr .`• -'. - :::;:; ;: e ° �0 51cNo IgE i � O�SON iir! . . ! -` / 951 / 68.38 VERTICAL FT. / FT. = 13.91 V.F. �e � ��j j jjj j�i ! • '. : // NAt 3VEP 10 /r // � PQ> USE (2) 10 DIA. POOLS 8 DEEP = 16 V.F. '. / - - : - ROOF AREA BUILDING #2 0 4 :: BUILDING: 76.7'x 26' = 1994 s /ft' 0 US % /% / / rrm ---- 'Ak" %% i/%ii//ii// r O r //i/ /// . ' it r/ /r/ -.•.•.•.-.-:�:-:-:�:-:�:�:-_:�:-'-'• _,.a:•. � 1L� . .,�'•�r' �• � � -- F c � • .'.'.'. :' :.:i:::;: : / /r /%/j%//jj % %/ j%//j%//� • •...•.•.•.•. . .•. . �7B� r. :. . NG w / : •a � A = 1994 sq/ft � %/X// - o — — .-.-'-:-'--: :•:-:• : . . . } . .-.•.-.-:•:•�:-.-:-:-:-:-:��� � ZC�2. � ��:>•'`f. ••� S ONE C - COEFF. - 1 .0 ..•.•.•....._. .. ..•.•.- • ! a oRi//. . . . . . : : : ' : V - 1 ,994 x 2 x 1 – 323 c.f. N B`l 6' - - �O O tiR��Y 01, Z �R 323 / 68.38 VERTICAL FT. / FT. = 5 V.F. YR �� ��RS LC• 7i Y j//�///%/.//f//r/. .. . : : : : i: : : : : ' � N VV LANDSCAPED AREA f� B�� : �� O /0 EXISTING BUILDINGS TO �p.63' >> P h . .;.;::•:•' Oji .._._._.:. . . . .-.• , '° ER SEA_ _T_OW a SEA SPILL. USE (2) 10' DIA. POOLS 4' DEEP = 8 V.F. NEW BRICK WALKS >> . . Pr;''i ;:;.-. • .•_' --.. . �O, PROP CORPORATE ® gUILDINGS TO BE REMOVED ROOF AREA BUILDING #3 . •'-•-'•'"• HEADQUARTERS � BOISS SOUTHOLEAU NEW YORK ® PROPOSED NEW STRUCTURES BUILDING: 70'X 4O' = 2,800 sq/ft ' SITE PLAN APPROX. LOCATION OF PRE—EXISTING TREES V = A X R X C K„ WITH MIN. OF 6" CALIPER 1 SCALE . 1 " = 20 ® 3' HEIGHT A = 2800 sq/ft q --- - - -- - R = 2" RAINFALL = . 166667 L — 4' ARgORVITE TO BE PLANTED C = COEFF. = 1 .0 , LIGHTED SIGN DETAILS V = 2,800 x 2 x 1 = 467 c.f 0 10 25 50 100' 2' 8' TREES TO BE PLANTED 467 / 68.38 VERTICAL FT. / FT. = 7 V.F. - o > moo ¢ Qzo CAST IRON FRAME & GRATE — CAMPBELL FOUNDRY TOTAL SQU_A_RE FOOTAG_ E OF STRUCTURES VS. PARKING REQIREMENTS USE (2) 10' DIA. POOLS 4' DEEP = 8 V.F. mi _j � TRAFFIC COVER PARKING PARKING OO O 0- I 2"WEAR COURSE TO BE PITCHED SPACE USAGE_ S . / FT_ SPACES Z_ W 10' DIAMETE TOWARDS DRAIN COVER. 6 BUILDING FLOOR REQUIRE 15,400 sq/ft � „ - — cALcv�nrroNs PARKING AREA #1 1 ' MINIMUM 1 ' MINIMUM FINISH —R_ 1 _ 1 �2" BOT ENT' WAREHOUSE 2959s . ft. Iper1000sq. / ft. 3 V AXRXC � QWU GRADE I--� 4,920 sq. ft. MECHANICAL_/ HALL/BATH 1,961 sq. ft. NA 0 0- m > — 00 ❑oo FIRST FLOOR b / A = 7,380 sq/ft w In � o OFFICE 2" WEARING TOTAL 1.800 so. ft. 1 per 100 sq. ! ft. 18 %' R = 2" RAINFALL – . 166667ft It:cn vim) w COURS BREAK_R_OOM! HALL /_BATH 3 120 s . ft. NA 0 4 920 s . ft. - ' #1 PROPOSED OFFICE C = COEFF. = 1 .0 SECOND FLOOR OFF AND WAREHOUSE, ICE 2 358 s . ft. 1 per 100 sq. / ft. 24 00 TOTAL — V 15 400 x 2 x 1 = 2566.7 c.f. 2" BASE COURS INCL. ADDITION BALCONY /HALL/ BATH / J ❑ IN ❑o I MIXED LOAM BETWEEN BUILDING 4,900 sq. ft. ON ROOM 2.542 sq. ft. NA 0 ❑ 0 - 5!` 5`Tk$i! fZR . -- 1.0' #1 & #2 — ❑ p b bort',. BASE,,;. BROWN SILT ML TTHIRDi LOOK WAREHOUSE 2 000 s . ft. 1 per 1000 sq. / ft 2 2567 / 68.38 VERTICAL FT. / FT. = 37.5 V.F. ❑ 0 O ------ 3 0 4 800 s . ft. ATTIC 2 800 s . ft. NA 0 ❑ R SAND AN _ ❑ 0 i GRAVEL ASE cD TOTAL SQUARE_ 19,540 sq. ft. USE (4) 1O' DIA. POOLS 10' DEEP = 40 V.F. a o 0 0 ❑ ❑o FOOTAGE, BLDG #1 a o N N ❑ 10 1 Q" #2 PROPOSED BASEMEN_ PARKING AREA #2 ao ro w, d JI WAREHOUSE TOTAL 1,680 sq. ft. I per 1000 sq. ft. 2 0 0 0 INCL. ADDITION 1,680 sq. ft. 14,000 sq/ft SAND / GRAVELV = A X R X c o BETWEEN FIRST FLOOR BUILDING TOTAL WAREHOUSE 1,839 sq. ft. I per 1000 sq. / ft. 2 /b � #z & #3 1,839 . ft. - - 5 A = 7,380 sq/ft o o 0 2' Cl, RE_GROUND WATER PALE BROWN FINE TOTAL SQUARE R = 2" RAINFALL = . 166667ft o Y CV TO COARSE SAND SW FOOTAGE, BLDG #2 3,519 sq. ft. 1 0 u o C = COEFF. = 1 .0 m -. FIRST FLOOR 8 #3 PROPOSED V = 14,000 x 2 x 1 = 2,333.3 c.f WAREHOUSE TOTAL WAREHOUSE 2,800 sq. ft. 1 per 1000 sq. /ft. 3 y& J ' 0 2,800sq. ft. 3 DRAIN BASIN DETAIL CURB & PAVEMENT DETAIL TOTAISQU2,333 / 68.38 VERTICAL FT. / FT. = 34.12 V.F. FOOTAGE, BLDG#3 2,800 sq. ft. NOTE: THIS BUILDING AND ALL ADA t 17' COMMENTS: Z LLJ SIGNAGE AND RAMPS TO NO WATER ENCOUNTERED. LOADING DOCK 696 sq. . 696 sq. ft. NA NA 6y USE (4) 10' DIA. POOLS 10' DEEP = 40 V.F. Q LANDSCAPE LIGHTING BORING AT STAKE z CONFORM TO CHAPTER 11 TOTAL NUMBER OF REQUIRED PARKING ��[��.SF 54 /� LANDSCAPER LOUVER LIGHTS (THREE TIER) Q OF THE BUILDING CODE OF ADA RAMP DETAIL ARE TO BE USED FOR LANDSCAPE LIGHTING, TEST HOLE DATA PREPARED BY McDONALD GEOSCIENCE IL NEW YORK STATE AND INCANDESCENT, (MAX 100w) BORING DONE ON 3/17/03 PARKING SPACES 48 LOT SIZE: 77,070.71 sq. ft z __j1998 ANSI Al 17.1 SOFFIT LIGHTING ON BUILDING TOTAL NUMBER of PARKING SPACES AVAILABLE n I HANDICAP SPACES 2 II JJ I < L_L_ TRUNCATED DOME 3' FIBERBOARD SOFFIT LIGHTING TO BE RECESSED TEST HOLE DATA BLDG. #1 (incl. addition between bldg. #1 & bldg. #2 5,060.0 sq. ft. PROVIDE SMOOTH DETECTABLE EXPANSION JOIN LIGHTING, INCANDESCENT, (MAX 75 w) 3� BLDG. #2 (incl. addition between bldg. #2 & bldg. #3 2.,546.0 sq. ft. EXISTING BUILDING "E" TOTAL SQUARE FOOTAGE VS. PARKING REQUIREMENTS BLDG. #3 2,800 sq. ft. � TRANSITION WARNING RAMP AT 1:12 FLAG POLE LIGHTING N.T.S. I BLDG. "E" 9,491 sq. ft. WITH NO LIP MAX. SLOPE 1:10 MAX. SLOPE FLAG POLE LIGHTING TO EXISTING BUILDING E TOTAL WAREHOUSE 1 per 1000 sq. /ft. l0 LOADING DOCK 696 sq. ft. P BE RECESSED UPLIGHT 9,105 sq. ft. y/6 -'-"'f� - ��. INCANDESCENT(MAX 200w) TOTAL LOT COVERAGE: 20,593.00 s ft. or 26.72%� Ii z ♦ + TOTAL NUMBER OF REQUIRED PARKING 10 f , qUs� t �. SIGN LIGHTING = SIGN LIGHTING TO BE SIESCEN , (M- AX , WALKWAYS' 1,717.0 sq. ft. PARKING SPACES 11 BUILDING TO BE REMOVED 2 380.0 s ft. 4" MIN. COMPACTED � DOWNLIGHTING, FLUORESCENT, (MX 80w) GRAVEL BASE 6 x 6 W WM AT MID DEPTH TOTAL NUMBER OF PARKING SPACES AVAILABLE DOOR LIGHTING HANDICAP SPACES t L DRIVEWAY & PARKING: 36,917.00 sq. ft. OR 47.90% — RAMP MIN. WIDTH 5'-o" Door LIGHTING TO BE WALL MOUNTED, LANDSCAPED AREA: 19,558.00 sq. ft. OR 25.38% O INCANDESCENT, (MAX 100w) SEE OWNERS PROJECTED FULL OCCUPANCY STAFFING LEVELS FOR REQUIRED PARKING LOCAnoN MM: Q 6 f � a Z ap o W G SITE PLAN OF PROPERTY " � �' ,- S AT SOUTHOLD TOWN OF SOUTHOLD w 8 N ' if OGTION ~ w' zO PNEW YORK ILL COUNTY PP Q sNId SQO Ln 33.6 \\\ (n w .o 32'-2 11/16' O O SCTM: 1000-63-02- 30. 1 t l E`er Q a V ,11 ESP°�E � 1 � = D P� ti � 1 �� w Li Li AREA = 1 .7693 ACRES 3 o P� til tiN� PA Esl Eo�E`p o ass W SITE DATA: W SCALE: 1 " = 20' Nti EP 4Pls4sPPG 'd 'F'S A SCTM # 1000 - 63 - 02 - 30,1 �C4 ti fAPgp M'" / a0P E Tc 35 z SITE AREA = 1 7693 ACRES °�y0 37 5f,' MN °- � w TOTAL BUILDING AREA: EXISTING: 9,653 SQ. FT. w`w,d °EaEPo M?,�N °s,tP iI o °PPSpNCONEeEaig-PP9s`I{A ePw�rs NEW ADDITION: -10 FT.s . TL 36 w TOTAL: 73,528 SQ. FT.PROPERTY NOW OR FORMERLY 43 ° ° OOWNED BY °EEA °z � A O� NC TOWBEE, LLC U 1560 YOUNGS AVE. Pat,- U ° w= EXISTING PROPERTY ZONED, LIGHT INDUSTRIAL P .�\ �. @A ¢ SCHOOL DISTRICT # 5 SOUTHOLD, NY. 11971 UUu Nd' 24-B 3/8 —� � � USE O o0 f9 #SNEO u� unNON-MEDICAL OFFICE l E`�P SEG PSo�p E�gPSE � � NP`j °E.�-OPSE µ SUPpIY "�E I�-I ALLOWABLE SANITARY FLOW (DENSITY): G m D GROUNDWATER MANAGEMENT ZONE IV LLJ U `R°P �` �QOSEpDEEPALLOWABLE FOR SITE WITH PUBLIC WATER = 600 G.P.D. PER ACRE z h P PSK\r'G PGES� OY� y£ 1� p�P X i °a `,,I '+�` vvI° 600 G.P.D. 1 ACRE x 1 .3693 ACRES = 1061 .53 G.F.D. > � N-IO E•1✓ �0 e' MIN. ,e. NEW °EEe a�,G°W y V \1,611T \ Q O B NSENI ' w L s e v Exz. 9 T �7i r 3 SEWAGE DISPOSAL DESIGN CALCULATIONS: Z w EXISTING BUILDING E IND_ USTRIAL OF:ICE W 0 z O sNEO WAREHOUSE - 9200 SF x .04 GAL/SF 368.0 0 66 °p�sNEO O o a P TN° pI�G NG G U P�`' ' PROPOSED BUILDING #3 O 0 O g�, F7 5�� lLp\N j \O O\ WAREHOUSE - (NO WATER OR SANITARY) CD L _ OvS�ENS $PSE \� EXISTING BUILDING #2 O WAREHOUSE - 1680 SF x .04 GAL/SF 67.2 Cn eAC,P�\ 6 ��P X C3 BUILDING #1 (2 STORY OFFICE) 288.0 YQS� SNF, �� FIRST FLOOR - 4960 SF x .06o L c VT X�� -k' t��CE s. P SECOND FLOOR - 4800 SF x .06 88.0 TOTAL FLOW = 1021 20 GPD O " G 4c �' 262 6 S G�N SEWAGE DISPOSAL SYSTEM DESIGN: �� BOE 8 ca°SNEaPSE ( c0N E� 0 BUILDING #l . 586 GAL / DAY = RDeti R�.I OC SEPTIC TANK REQUIRED: P H v V. � \ 586 GPD / DAY x 2 DAYS = 1 172 GPD Q f O�13 X- ,)3 PCR�S P�2� PROVIDE ( 1 ) 101 DIA. x4' EFF. DEPTH = 2000 GAL DAY n A N PRO LEACHING POOLS REQUIRED: 0<PE ' 1 Q „ m 5 586 / LS = 390 SF 0 6R PROVIDE (2) 10' DIA. x 8' EFF. DEPTH = 502 SF S H � cn o cn Q Z LLQ _ BUILDING 92 WAREHOUSE w w o SEPTIC TANK REQUIRED: 67.2 GPD (USE MIN SYSYEM) PROVIDE A 900 GAL SEPTIC TANK SITE PLAN LEACHING POOLS REQUIRED: r Or PROVIDE ( 1 ) TDIA. x 12' EFF. DEPTH o M LLI SCALE - 1 = 20 QQ [h0Ncncc or 1— � w > � � � - o � � Z � z L'i n 1 25 ' S� �� NO WATER WELLS WITHIN 150' OF PROPERTY LINE. _j m w = o Li CnofzO z U Li In W U d J TOTAL SQUARE FOOTAGE OF STRUCTURES: BUILDING #1 BASEMENT 4,959.86 SF FIRST FLOOR 4,959.86 SF TYPICAL RECTANGULAR SEPTIC TANK SECOND FLOOR 4,800 SF 1 1 1 NT6 ATTIC 2,198.2 a O N GO _ TTI— — — — -1 MIXED LOAM BUILDING #1 TOTAL SF 16,918 sq. ft. 0 0 0 1 o' BROWN SILT ML BUILDING #2 3,519 sq. ft. BUILDING #3 2,800 sq. ft. O O l 3 0' LOADING DOCK 696 sq. ft. 0 0 0 L11_ — — --- _ _ _J O Y N LAST IRON FRAME AND COVER TO GRADE LOT SIZE: 77,070.71 sq, ft O L = 2W TO 4W LAST IRqRAME AND LD ER TO GRADE LOT COVERAGE: 20,219.00 sq. ft. OR 26.23% n CAST IRON COVERS F.F ELEV. 39 BLDG. #I 5,220.0 sq. ft. a BLDG. #2 2,546.0 sq. ft. FINISHED GRADE 33.D0 F.F. ELEV. 33.5 FINISHED GRADE 325 FINISHED GRAD I GRADE ELEv. 3B.a LocR1Nc CASTING TO GRADE LOCKING CASTING TD GRADE PALE BROWN FINE TO COARSE SAND SW BLDG. #3 2,800 Sq. ft. 4• 1• MIN. 24• NUET4uNE DIA D• � RNISNED (MADE 34.0 WALKWAYS: 1,407.0 sq. ft. B" TRAFFIC BEARING SLABV M 2400 PIPE OR i MIN CHIMNEY f J EQUIVALENT 2' MAX 4' 1' MIN. LOCATE DROP 'Y INLET UNE 2O' BUILDING TO BE REMOVED 2 380.0 s ft. IE. J200 IE. 31. �" MIN. hPHic cover PITCHED 1/6' �• 1� 2' MA% UNDER ACCESS MIN. 4" DIA , q' L-IOUTUET- INLET ( . 8' MIN traffic mwr 6' TRAFFIC BEARING S \ OPENING FOR 2400 PIPE OR ,' MIN MIK 4' DIA MIN. 4" DIA 8' 2 6' -- 0 i0P MAINTENANCE EQUIVALENT 2• MAX PARKING A T]V TATG CSP A CES 48 Spaces 2400 PIPE OR 2400 PIPE OR IE 30.50 OUTLET Hl\1111 V V J L'1 LT:/J If ' EOUIVALENT EQUIVALENT 1 6' MIN. C DIA 25' IE 3025 0 KE QQ IE. 33.00 1• 12' PITCHED i/6MIN tmfflc cover HANDICAP PARKING 2 s aces PITCHED 1/P PER FOOPITCHED 1/4' PERF 6. 2400 PIPE CR MAX 0 Q MIN. 4' DIA INLET IE. 32.5 10 -r EQDIVALFNT Qp 0 2400 PIPE OR MIN 4• DIA IE. 32.00 MIN. C DIA APPROVED 25• IE. }, T5 0 0 o PARKING SPACES AVAILABLE 50 TOTAL SPACES AVAILABLE ROW UNE PITCHED 1/B' PER FOOT J J EGUIVA ENT 2400 PIPE OR tfi" 1B PIPE PITCHED 1/B' R MAX 0 Q 4, S }' MIN B' EFFECn VE 3' MIN. PITCHED 1/4' PER FOOTEQUIVALENT m ❑ yt DEPTH On PITCHED 1/4 PER F FLOW O O BAFFLE IL o O S 3• MIN. 3' MIN. N 1 7 ,2• E ECTW DRIVEWAY & PARKING: 37,251 .00 sq. ft. OR 48.33% a - w a COMMENTS: NO WATER ENCOUNTERED. BORING AT STAKE LANDSCAPED AREA: 19,558.00 sq. ft. OR 25.38% Z W PrTH MIN vw Io-1 10'-0• DIAMETER 3 FT. MIN. ABO E GROUND WA ER a _ U ( ) TEST HOLE DATA PREPARED BY McDONALD GEOSCIENCE PARKING SPACES REQUIRED \\ BACRFlLL MATERIAL TO BE CLEA BORING DONE ON 3/17/03 SAND. ARD GRAVE # • BASEMENT WHAREHOUSE AREA: REQUIRES 3 PARKING SPACES (I �Ier 1000 sq. ft.) U� • • IAN. PENETRATION • 3 FTI MIN. ABOVE GROUND WATER FIRST FLOOR OFFICE AREA: REQUIRES 18 PARKING SPACES (1 per 100 sq. ft.) IN A MRGIN STRATA OF 3.000 GALLON CYLINDRICAL SEPTIC TANK DETAIL LEACHING POOL DETAILBAND AND GRAVEL U BAGmI MATERIAL TO BE TEST HOLE DATA SECOND FLOOR OFFICE AREA: REQUIRES 26 PARKING SPACES (1 per 100 sq. ft.) N.T.S. q SANG. AND GRAVEL. N.T.S. 6' MIN. PENETRATON I ATTIC STORAGE AREA: REQUIRES 4 PARKING SPACES (1 PER 500 sq. ft.) LEACHING POOL DETAILsA D ANDNGRAWL of N.T.S. �- 900 GALLON RECTANGULAR SEPTIC TANK DETAIL BUILDING #2 AREA: REQUIRES 4 PARKING SPACES (1 per 1000 sq. ft.) N,== BUILDING #3 AREA: REQUIRES 3 PARKING SPACES (1 per 1000 sq. ft.) 58 TOTAL PARKING SPACES REQUIRED y EXISTING BUILDING E REQUIRES 10 PARKING SPACES (1 PER 1000 sq. ft.) EXISTING BUILDING E 11 PARKING SPACES AVAILABLE g SEE OWNERS AFFIDAVIT I LOCATION MFEB 1 1 ?004 �. SITE PLAN OF PROPERTY AT SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK ".��'Y '.G:"."w�. . � m « •%;i� \\\\� � / 'O ATIO •P Kti' Z 3 Fri i' �'• :... a '^� � 1' boo �. O Zh PF + Ln z 0o N - ?+' FF _ USITE DATA: SCTM: 1000-63-02- 30. 1 0SC1M # 1000 - 63 - 02 - 30. 1 `J SITE AREA = 1 .7693 ACRES x AREA = 1 .7693. ACRES P 65g A� a. SCALE: 1 " - 20' titi F • P�5� SAT NEO ° P pN sN�sE W TO'T'AL BUILDING AREA: EXISTING: 9,653 SQ. FT. _ ���.i w fit\ sc"FE crF-- x •'-}' - P. 4P'r Se PGE o °gyp. LA�sc,wE o 35.5 NEW ADDITION: _ 10,566 SQ. FT. 1 V SND T5 F1, - •SG�q l� C 51 LIGHTS a O Ll L,GN F.?Oq'::. A 'NDN, \aON TC 75 Z TOTAL: 73,528 SQ. FT. 77.5 OaPjE PROPERTY NOW OR FORMERLY , F 69GCSFQ• C �J W DSOpPE•. ' MIN. :.:.: , EXISTING PROPERTY ZONED, LIGHT INDUSTRIAL OWNED BY ELPO E G 5° dFN PEW 10 DEEP st O P f TC M : C.:y w Q SCF,OOL DISTRICT # 5 r'c^.--. 10 NEO ...•. . ., 34.3 Zi F� ALL W P �2' °\P E, P°EEP `j °,�Egp,SE •• aY. 0 SITE PLAN DRAINAGE CALCULATIONS: TOWBEE, LLC :. .• • � �. N: e ° spa pSPPG NGaE 04ui 1 560 YOUNOS AVE. - s,' ,o J ..f :'J' rnF scN :: `�' ROOT' AREA BUILDING #1 O to '•.._ ' 0\NG > ' m ' ' :; o Q BUILDING: 63'x 83' = 5,229 sq/ft S OUTHOLD, NY. 11971 Sj ODS PeE BN o BE D S ucH sP may W FRONT PORCH: 23'x 5' = 115 sq/ft ..t bP�,09'35 SCp4 },5 °JE ,... £ 24'-67/B• : CD z , - O t . . LPN GNtS \c R6M i non o HALL / PORCH: 20'x 18' = 360 sq/ft ............ . .. . . . . . . . F si ......... . . . . . . . . . TOTAL ROOF AREA = 5 704 sq/ft T l -" y' t /:'-"•.•• OaUSNED "F- •. :;J , v NPS' ZELEc 4 pSP�Ea SE0 � cLj O SEB \6 ...F.:,n}•,.,:,..1 , P C \ S 0°NGaE a PSP ONORF 5,2,1 V = A X R X C GaDNE° � to FG A = 5,704 sq/ft JF_ b" JGHP \ - e.SS ,� l •:•:3p''.'.'.•. ,; v 0 36.o R = 2" RAINFALL = .17 ft GE51 ap 1 \ gt}lt OStiO �x NE 10 OE6 :ci ::::}•:'. C = COEFF, = 1.0 t` \RE j ,/t'= ••J�. S,5 0 0• 4 (:16 SPP EEP PRWN° \ NEW\'1 °EEP 'DP _ YROO X6D D\P x ��No5ct5E t'�''" F Ng07 ::.;. .• ` PND��SS x D FF 51a4H\45` \UIP ` �W EP y a4flC� G �i 1G 6H o V = 5,704 X .166667 X 1 = 951 C.£ [r] F^i / ` •-- -� W ° \2)SW k \ \ B' MIN. I.P' Nx n °E C'tf $�lL� Rt ° ` ,b9'T n o P' ° 951 / 68.38 VERTICAL FT. / FT. = 13.91 V.F. w ° r "'� �3 5�0 USE (2) 10' DIA. POOLS 8' DEEP = 16 V.F. Z n" . SE SP •• �. W F X16 �`I •• . • cONOaE Oss�LE '.•._. � \ \ \ 1, EyS. j:. i -' a '• � ¢ O 0 / OF Y_.rtNG W"� _ ••'' �-= �I ROOF AREA BUILDING #2 PIC ca,SNE \ \��PTO��aEOUFF�,D '•'• •••" �4.2,� NpE � sE a \ ' \ '\ i � cco � d ••••.� . . O'\ I (/) 5. 77 r o E E� eP ` \ " as �� BUILDING: 76.Tx 26' = 1,994 sq/ft W / pA ON 5 R \ 53 / W vJ. n IA� �� �O .;: :::: ESPN ••••. �65NE° GON\ \W SEP \\\\\ \ � E N/ / `p/°µ°i i//,/�� o° •.;.'y J-�•�~ /�� � N� ' V = AxRXc m 0 Q +. R C -�ti SS /' •.� GSE D\P \\ \ N i G#2 !//j//r///. ' ,.;.} - �. , \" ' sq/ft 1V 1 a�� ':'.,•.1 "• ;• %/ NEW4 °fEP �RON OEEP O '.-3'. �tSI G0S5 \ ,31 \ \ f%�PD�NG'/ �L'7 /%/rr%/ % N • �� A = 1394 s /ft :- >' ::::: : `0B�, 2Q x/jr//j// r:'`' : N R = 2" RAINFALL = .166667 c�D Z 1.0x6Gq ;: : : . : :• j///,%ir%%i/ WE` NEW P O S� p �jrrj j%%r EXL'� t�oUs x%%/ '. : ..;.;. ....�w POS C = 1,994 x 1 66 � ::D V = 1,994 x .166667 x 1 = 323 c.f. � � ,.�, - . 4 C,P�� •.�.!%///%//r%//%%/r%///% �% / 4 125PP ':•:•r•}}: � \Px 8 � /%//%%/r% 4f�1L o �� I ` %//j//rj///j/./r%rr/%/rj%rr%// / N. °EEP ":{' \ i�/ r/ . .•.•:•:•:':"}:.\.}:. C/� G �G � // / • •.:..:::.:_:.:.:_:•:•: : ' O� 323 / 68.38 VERTICAL FT. / FT. = 5 V.F. USE (2) 10' DIA. POOLS 4' DEEP = 8 V.F. 4 � / :•:•:yo. : /%/ /// /%/ rr///% /r/ /// /.rr/r'i / ' %rr /rrj . . . . '• `5'• �040 C�Q r •1:•:•. :':•:":-:':':•• �. - '�. p P\� F� , •} °a+ -.: /jY.//j/////./jr/.///,/!/r/./r///r//r/.;/j %/ %/ !/r//j//// .e.•' i . ` X y S C� . •.•.• g ROOF AREA BUILDING #3 F ?'•'?��:�::•.• ,�-�`' :�:�:�'�'- - �'-'".•.' r/rirrrr// /// ////r//rr// / //// %r r/ / x///ixr rr =�. . �:i:•. ,; 'I � - .•...• o � Q ,,� �'-:.:.;. ....-:":-'�:�:�:�:�':'•i`•:":-' /// %/rj///ji//%i/r a " / '%//j//jj//j%/ri r/i//j%/ri . :-:•:•: . a;.; s; �� Cj 'Jill �P,N BUILDING: 70'x 40' = 2,800 sq/ft � � ' o `'�... ...• -...:..:..:'::•:•`;.;.;...;.".- //!/fir/i/r/i///i/ CS $ //r%//irr/irrrjir �!/i/r/i/r . .•:•:-:-:�:�:�:::::::::;:::•>':':•:-." .o � ,:`.:,, � P+ ��h`� _ �S F :� P . . . .",. "rriir/iir/irrii/r//ji $�� gS $ r �i//r! /r!i/%/%//ii : . . . . . . ." : :.: : ' _..-,•� ��I ��N V = 2, x x -��' � sj �/" //r ri�/i�/i /ii iii , $ 1 0 S/%moi//ii// i!iii% r . ._.::•:•:•:-:•:•:•;:.. . . �O � -: : _ � ,� P � A = 2,8000 sq/ft ��e �;a /ir//iii cE !/iir/j�//ii!/ii//j /!ii/iii/%% P1" %/! % / i !j%iri//��:": : • ' . . . . . . . ...:. . . ' rn ,�� ( R= 2' RAINFALL - .166667 FEr 8 r/ rrrrrrr/y irr /r' yrr-r/ri . . .r: > '� ` 6 r 1 6 (\ ®�\/ r�rrr////!/rrj�ij iii iii ii �. ri/ri i r / r/r r C COEFF.x - 1.0 w �.% .. c° rrj%rji�.r,.: r /i i%y- = %�� � 6 ! �• '� y, �1'i_:'•,•• . -:� V �O 'c1 ;,aEtF V = 2.800 x .166667 x 1 = 467 c.f. \\ 0� G000P E EP / /%/ /�//%r/rr�-.._-•._•. M�� g' 467 / 68.38 VERTICAL FT. / FT. = 7 V.F. $� Z NE °E r rr rr /r rr /r rrr /r/ / : °P a r/ riirr/r/rrr///i/rr//rrrr/ri/rrr y� �R 0 a °a ri iii%iiiiii%iij�ii%iir �� 2 0� F O - - - - USE (2) 10' DIA. POOLS 4' DEEP = 8 V.F. RO4 / - PROPERTY LINE „ „ "a 40 ti� Ll 2$ S / riii%iiii \�0 LANDSCAPED AREA ROOF AREA BUILDING E -� `N$ p2 C r ' " �R SEA Tow // SEA SPILL r BUILDING: "E" = 9,491 sq/ft W a �O Op.63' 6>> A {:. '• :.:":.:r... . EXISTING BUILDINGS - P V `\ CORPORATE NEW BRICK WALKS V = A x R x c a o _ P HEADQUARTERS ® BUILDINGS TO BE REMOVED u P * -' % 1ROISSEAU A = 9,491 s /ft U 9 a 1 NEW 10 °\F r0� �� SOUTHOLD, NEW YORK ® PROPOSED NEW STRUCTURES R = 2" RAPITFALL = .166667 E s SITE PLAN C = COEFF. = 1.0 ARE-EX. LOCATION OF Z a % = PRE-EXISTING TREES V = 9_491 x .166667 x 1 = 1582 c.f. 7 WITH MIN. OF 6" CALIPER C7 0 ^ SCALE : 1 20 ' SIGN D TO BE � 1582 /68.38 VERTICAL FT. / FT. = 23.1 V.F. W z � PROVIDED WITH AND MIN. 3' HEIGHT TO cn un nm % LIGHTINGD GROUND ' REMAIN ON SITE. USE (6) 10' DIA. POOLS 4' DEEP = 24 V.F. W W Q oa f (LOW LIGHTING) 4' ARBORVITAE TO BE PLANTED 0' 0' 25 ' S0' 100' LIGHTED SIGN DETAILS PARKING AREA #1 2 $ J 4 15,400 sq/ft TREES TO BE PLANTED `7 = A X R X C A = 15,400 sq/ft p >_ a o CAST IRON FRAME & GRATE - CAMPBELL FOUNDRY TOTAL SQUARE FOOTAGE OF STRUCTURES Vs. PARKING REQUIREMENTS R = 2" RAINFALL = • 166667 ft ¢ z n > TRAFFIC COVER PARKING PARKING C = COEFF. = 1.0 -3 ¢ }O N 2" WEAR COURSE TO R. PITCHED SPACE USAGE S . /FT. CALCULATIONS SPACES V = 15,400 x . 166667 x 1 = 2566.7 c.f L' C) a > 1� o 10' D AMETE cf) go TOWARDS DRAIN COVER 61BUILDING FLOOR REQUIRED Z 0 cr 2 Z ' 'NIS P- I - 1/ 2' BASEMENT W o- 1 MINIMUM 1 MINIMUM GPa7� I--I TOTAL WAREHOUSE 2 959 s . ft. 1 per 1000 sq. / ft. 3 2567 / 68.38 VERTICAL FT. / FT. = 37.5 V.F. ¢ < '- L) 7- 4,920 s . ft. MECHANICAL /HALL /BATH1,961 sq. ft. NA 0 USE (4) 10' DIA. POOLS 10' DEEP = 40 V.F. C. zo o z DO 000 - 21' AV A?116 FIRST FLOOR OFFICE � ^ ',� U - TOTAL 1 800 s . ft. 1 per 100 sq. /ft. 18 co P5P BREAx Roots /IIALL /BATH PARF'ING AREA #2 C_ LL #1 PROPOSED OFFICE 4,920 so, ft. 3 120 s . ft. NA 0 AND WAREHOUSE, SECOND FLOOR OFFICE 2,358 sq. ft. 1 per 100 sq. / ft. 24 14,000 sq/ft CGLIFSE INCL. ADDITION TOTAL BALCONY / HALL / BATH / V = A. X R X c ❑ o o <a - - MIXED LOAM BETWEEN BUILDING 4,900 sq. ft. CONFERENCE ROOM 2,542 sq. ft. NA 01.01 2 A = 14,000 sq/ft ❑ ❑o O S'�I ? " ;` :' • "'' BROWN SILT ML THIRD FLOOR WAREHOUSE R = 2" RAINFALL = . 166667 ft ❑ O _ TOTAL 2 000 s . ft. 1 per 1000 sq. / ft. 2 ❑ ❑° _SAND ANb - 3.0' 4,800 s . ft. ATTIC _ C = COEFF. = 1 .0 2,800 s . ft. NA 0 u u GPav-- 6A5� TOTAL SQUARE V = 11,0(00 x . 166667 x 1 = 2,333.3 c.f. M M M El ❑ FOOTAGE, BLDG.#1 19,540 sq, ft. 0 0 0 0 0 ❑ 10 8„ #2 PROPOSED BASEMENT - 2,333 / 68.38 VERTICAL FT. / FT. = 34. 12 V.F. � � � N � 1,680 sq. ft. 1 per 1000 sq. / ft. 2 USE 4 10' DIA. POOLS 10' DEEP - 40 V.F. o 0 0 WAREHOUSE TOTAL o INCL. ADDITION 1,680 sq. ft. ( ) SAND / GRAVEL BETWEEN FIRST FLOOR n BUILDING TOTAL WAREHOUSE 1,839 sq, ft. 1 per 1000 sq. /ft. 2 PARKING AREA "E" PARKING AREA "EE" o #2 & #3 ' 1,839 sq. ft. o Y N ro 2'_0E' GROUND WATER PALE BROWN FINE FOOTAGP, BLDG #2 3,519 sq, ft. 7,209 Sq/ft V62 A sq/ft R X C Oi o 0 0 V = AxRxc nl To COARSE SAND sw .- A = 7,209 sq/ft A = 1 628 s = 03 m W FIRST FLOOR sq/ft c e WAREHOUSE = . 166667 ft R = 2" RAINFALL 166667 ft = . WARREHOUUSESE TOTAL WAREHOUSE 2,800 sq. ft. 1 per 1000 sq. / ft. 3 R = 2" RAINFALL 2,800s . ft. C = COEFF. = 1 .0 C = COEFF. = 1 .0 a DRAIN BASIN DETAIL CURB & PAVE- MENT DETAIL_ TOTALSQUARE FOOTAGE, BLDG #3 2,800 sq. ft. V = 7,209 x . 166667 x 1 = 1202 c.f. V = 1,628 x . 166667 x 1 = 271 c.f. TAL __TOT-AL NOTE: THIS BUILDING AND ALL ADA 17' COMMENTS: LOADING DOCK TO sq, ft. 696 sq. ft, NA NA 1202 / 68.38 VERTICAL FT. / FT. = 18 V.F. 271 / 68.38 VERTICAL FT. / FT. = 4 V.F. � w NO WATER ENCOUNTERED. SIGNS AND RAMPS TO USE 2 10' DIA. POOLS 10' DEEP = 20 V.F. USE (1) 10' DIA. POOLS 4' DEEP = 4 V.F. LANDSCAPE LIGHTING BORING AT STAKE ( ) CONFORM TO CHAPTER 1 ITOTAL NUMBER OF REQUIRED PARKING 54 OF THE BUILDING CODE OF ARE TO BEL SED FOR LANDSCAPE LIGHTING,ADA RADII' DETAIL LANDSCAPES LOUVER LIGHTS (THREE TIER) TEST HOLE DATA PREPARED BY McDONALD GEOSCIENCE NEW YORK STATE AND INCANDESCENT, (MAX 100w) BORING DONE ON 3/17/03 TOTAL NUMBER OF PARKING SPACES AVAILABLE PARKING SPACES 48 LOT SIZE: 77,070.71 sq. ft a 1998 ANSI A117. 1 SOFFIT LIGHTING ON BUILDING HANDICAP SPACES 2 ;" FIBERBOARD SOFFIT LIGHTING TO BE RECESSED BLDG. #I (incl. addition between bldg. #1 & bldg. #2 5,060.0 sq. ft. [_ a TRUNCATED DOME EST HOLE DATA BLDG. #2 (incl. addition between bldg. #2 & bldg. #3 1,862.0 sq. ft. C- EXPANSION JOINT LIGHTING, INCANDESCENT, (MAX 75 w) PROVIDE SMOOTH DETECTABLE � "EXISTING BUILDEVG "ETOTAL SQUARE FOOTAGE VS. PARKING REQUIREMENTS TRANSITION WARNING RAMP AT 1:12 FLAG POLE LIGHTING N.T.S. BLDG. #3 2,800 sq. ft. v L FLAG POLE LIGHTING TO TOTAL 9,491 S ft. EXISTING BUILDING E ]WAREHOUSE 1 er 1000 s 696 Sq ftWITH NO LIP MAX. SLOPE 1:10 MAX. SLOPE LDG. "E"BE RECESSED UPLIGHT 9,105 sq. ftP q� /ft, l0 LOADING DOCK +- INCANDESCI'NT (MAX 200w) TOTAL NUMBER OF REQUIRED PARKING 10 TOTAL LOT COVERAGE: 19,909.00 sq. ft. or 25.83% w f5: SIGN LIGIITING SIGN LIGHTING TO BE SIGNLITER SERIES , WALKWAYS: 1,717.0 Sq. ft. 4" MIN. COMPACTED DOWN LIGHTING, FLUORESCENT, (MAX sow) PARKING SPACES ] 1 TOTAL NUMBER OF PARKING SPACES AVAILABLE BUILDING TO BE REMOVED ,380.0 sq. ft. GRAVEL BASE 6 x 6 WWM AT ,1D DEPTH DOOR LIGHTING HANDICAP SPACES 1 DRIVEWAY & PARKING: 36,917.00 sq. ft. OR 47.90% DOOR LIGHT NG TO BE WALL MOUNTED, LANDSCAPED AREA: 20,246.00 sq. ft. OR 26.27% 0 RAMP MIN. WIDTH 5'-0" INCANDESCENT, (MAX 100w) SEE OWNERS PROJECTED FULL OCCUPANCY STAFFING LEVELS FOR REQUIRED PARKING �i LOCADON wiw ITE PLAN OF PROPERTY AT S OUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY NEW YORK 4 , :'.'>: : o N �� A z 3' Y :':hCL� o .:•' :,:•�. ` C � 1'=1600` Ln z SITE, DATA. O SCTM: 1000-63 -02- 30. 1 w a SCTM # 10001 - 63 - 02 - 30. 1 �' ° AREA = 1 .7693 ACRES P� 6�g • - : :;:::: r SITE AREA = 1 .7693 ACRES {�;j �= Pati SGPPb W TOTAL BUILDING AREA: EXISTING: 91653 SQ. FT. w = SCALE. 111 - 201 . A y"" SPS Op" N5° ° P yp�LH,WpSCAPE 20'X6' t� c o ,5.5 PRIvacY NEW ADDITION: 10,566 SQ. FT. j� SCweF. 4°1 o"sg P' g. 36 F0 °PON LIGHTS GATE iS pN ot,TS ,f �.,: : ; TM,SY' Mby PZE r6 35 Z TOTAL: 73,528 SQ. FT. Tc 37.5 i . . . . . . W PROPERTY NOW OR FORMERLY cG 4 5 PeE \� `P BPMN m � NEW ogEP '"' ::.: . ,J� > EXISTING PROPERTY ZONED, LIGHT INDUSTRIAL �NSS, *,0 iiIC:3S•:•:•:•: {.. . W OWNED BY P ti, ti° * �d 51. ,o '''•�s:;:< d SCHOOL DISTRICT # 5 Y, ; '' 34.3 {�� oay ,o $• NEW n °gEa "� SOPPti '•'•' '•' ''` '� O SITE PLAN DRAINAGE CALCULATIONS: • \P �' g1U6SNgO �Py HTS .'.• . . OTOWBEE LLC W4'• N ,o =tio oa ROOF AREA BUILDING #1 1560 YOUNGS AVE. 3 -%6P° �•� ;.. � / , :• m ,� . : : • BUILDING: 63'x 83' = 5,229 sq/ft '� kyr Gp NgSL C.Py 5 DJ\� BJ / . . n 05 A.' J.'.'.'.• z _ Pti ;: k W FRONT PORCH: 23 x 5 - 115 s /ft : . .':•:•:•: O G 5 3 ° 4 °�" PN S 3 z/1 HALL / PORCH: 20'x 18' = 360 s /ft SOUTHOLD NY. 11971 ,� � N°5� E ' • �O a - � 3 GP q O � � AREA 5,704 s4 TOTAL ROOF A = /ft .� .• O x ca ! ! .� - � . /:•'•'•'• � oma ePSE ,.•. .. •.•...•.•.; � o `EGta\c 4'�^l;S , .. . _ PSp�Q ,�gpsE � PspNCONcagtE ,6 •:`EX`•..7.�'3' '• •'•'• � I--I -'o v.. EOG �• apMP '•F ' � m V - AXRXC '� --� �nK- ':'.-.•'•'•'• \ yE • c a,1SP' oP \ ••• G W A5,704 sq/ft '•'•'4'•' LPN°HTS e• i P°P EW EEP . . , a 36.o R = 2" RAINFALL = .17 ft CP`'S •. . . . .;. aG P ao, U1ti�I1 % PN off 5 0l` 4PgKt PP°6s1 aP \ \ P mP B oypSE £ 10 o\P v o C = COEFF. = 1.0 m i:•: : : : ' '• . . 4. •, , . . 5 PE o. 1111 5 DEEP �Pa \NG \ NEW 2 oEg PgMP_ yR D a60 z6 F V = 5,704 x .166667 x 1 = 951 C.£ - N RPC\'C 4C . . . . . . . :f4L .J •:t t�yPLOGNSS OPON.. P X OPF`'jagN *\A5V 9 NEw EP v OyyS�'� MIN. G '': �9 aV '11,1fi ,.P ,o * $Ulti�p`(� ° 99 ' 951 / 63.38 VERTICAL FT. / FT. = 13.91 V.F. ^ Z � ..' ' ' ..... . ' ' °\P W �',w.' . . . gpsE,. ,• � \ ° \ °v+g oW , l ;• // .... 1 ••s USE 1 10' DIA. POOLS 8, DEEP = 16 V.P. � O 6 s6 P•PIC, GQ� f \ �\ \ '•:i�:'''' :�',: ' ROOF A REA BUILDING #2 U&D LoGGpl'SSNoBUILDING: 76.7'x 26' = 1,994 sq/ft r T l O [, j �� � ^ ''� 4„ PXy aN s caG`''E°DON\ N W , EEP \\\�\ \ � Ncowo i:`ol�K' j//j�%/ °° -_r•�:''� �n �j • �\ \ ' �J.�{ � r 6 F° .•. ' :. ^O .•rte ,c'�O\,g+o,, �, x 8 0 \\\ ,` ` �`r • ' 1" V - AxRXc O Q )i i:•P.;.,i. Cn '•: :C \P• \ 2 /./ // Com. \ A = 1994 sq/ft ley C EW �cP GPON EEP O `•:, LPN°Say ,.s0 \ \\ c,%P,No/ 1ypI13 /./j / N ' • .�'r:". '': ,� �I �:�. .•,���.'.• 0 ��G ��+ \� �, ° K . . ' gT7 a // ,// // �F.:: . . .• '- a r �\ P` R = 2 RAINFALL = .166667 � S1 ;•:'•;•;':•;';•;';• j//� /% °sp * °aP D\P• X 10 ! wEL \ /. . 1q , 1`G 5E %//j%%! �.} � ° ;' o �S� C = COEFF. = 1.01 Fes, 10 P"b O P /j///,,/ 7031,"y10v �� V = 1,994 x .1666167 x 1 = 323 c.f. r UZLO IG •'• j////,,/j///j//,//y/�//�/% /. JI P Z •:.:.+'. . . 0 rS - '•- O 1 ' C/J ' '�// // /// /// // ,// // // ' ": � °`"` ° �//i//i/ . .:..:.:::::::::.:.:�:�: '•' ,, . O 323 / 68.38 VERTICAL FT. / FT. - 5 V.F. s:�- }-:-P:�}i:�iCi: /,/ //% /%%/%///%//////�///%///%, ':•. .a °v '--'•� •'\ ,3I,e �s ' 'l�I�� 5�� %/,•.•:•:�:�:�' _ ' ,/ % � USE (2) 10' DIA. POOLS 4' DEEP = 8 V.F. O r� �'•'•N�Wa PES}'''' '' rr %/j//%j/./�%//j///j/%/j/./j///%//j%/�i ~/ j/.//%% 1-•..r•"� oa'�� •.•. w .\... eti � � OYO , \\� ROOF AREA BUILDING #3 , k O ° >: : : : : : :•. . // / / // / // // / ,/ O - BUILDING: ' _ \, l '�:• ;>i�:-.' wE`- . . .// ,// ////// ,//,// ,// ,/ i �<% %✓// , . y// , ,// // ' tS G. 70 x 40 2,800 sq/ft X. , . ii �ASZ� • • • � N A x R x ci Q A = 2,800 sq/ft_ ' 'O ::::� QO R = 2" RAINFALL = .166667 \�E Ice ti66 O C = COEFF. = 1.01 gg // // // // // // // // // // // // ' •.•'• 262' S Q�N V = 2,800 x .1666167 x 1 - 467 c.f. � ca�G0.tg j,/��j/j j//�j//��//�j%/ j///%//jj//j/�//////////-. . . . . .. • • m fu c� GO BPS 6 ' OR w // /// // // /// ` 467 / 69.38 VERTICAL FT. / FT. = 7 V.F. / / / / Z F [) USE (2) 10' DIA. ]POOLS 4' DEEP = 8 V.F. ROOF AREA B 4�RSOR O // LANDSCAPED AREA X/ a a EXISTING BUILDINGS BUILDING: "E" = 9,491 sq/ft y" 20Bti� 3.02 20 RAS ii//ijj// �� O f PC //� �� SEA TOW // SEA SPILL NEW BRICK WALKS ox .{.;. ' //. . . . . . ' ' ' ' ' ' ' ROP CORPORATE �^ V = AxRxc ° s� DQUARTERS IIEABUILDINGS TO BE REMOVED A = 9,491 sq/ft U g NEW 10 D\P �� BOISSEAU AVE., ® PROPOSED NEW STRUCTURES R = 2" RAINFALIL = .166667 E E , SOUTHOLD, NEW YORK d b w 11 68 4 .�, PRER�XISTWG TIREE�F V = 9,491 x .16%67 x 1 = 1582 e f. Z a E SITE PLAN - SIGN IS TO BE �OOy WITH MIN. OF 6" CALIPER E° SCALE : 1 2 PROVIDED WITH AND MIN. 3' HEIGHT TO 1582 / 68.38 VERTICAL FT. / FT. = 23.1 V.F. - ;a SHEILDED GROUND REMAIN ON SITE. USE (6) 10' DIA. ]POOLS 4' DEEP = 24 V.F. W q " LIGHTING (LOW LIGHTING) 4' ARBORVITAE TO BE PLANTED 04 LIGHTED SIGN DETAILS PARF:ING ARIEA #1 0' 110' 25 ' 501 1001 2' $' 16,554 sq/ft TREES TO BE PLANTED `7 = A X R x c Y A = 16,554 sq/ft o a TOTAL SQUARE FOOTAGE OF STRUCTURES VS. PARKING REQUIREMENTS R = 2" RAINFALL = • 166667 ft Q z Q PARKING C = COEFF. = 1.0 ; o N srwcE USAGE SQ. /FT. PARKING SPACES V = 16,554 x . 166667 x 1 = 2759.0 c.£ � p CL � w o CALCULATIONS BUILDING FLOOR RE UIRED z Qct� z v SITE DATA: BASEMENT WAREHOUSE p p X77 r 7 z W °' v E- 7 CAST IRON FRAME & GRATE - CAMPBELL FOUNDRY TOTAL 2 959 5 . ft. I per 1000 sq. /It. 3 2759 60.30 VERTICAL ICAL I•"1'• / F'I , = 40.36 V.t'+, z ¢ W () 'Z (, C•] TRAFFIC COVER J 1' 2' WEAR COURSE TO BE PITCHED - SCTM # 1000 - 63 - 02 - 30.1 1 9615 . ft. NA 0 USE (5) 10 DIA. POOLS 10 DEEP = 50 V.p,. C_ > z rn 1 O' DIAMET TOWARDS DRAIN COVER 6 ' 4,9205 . ft. MECHANICAL T, W MINIMUM MINIMUM wl e= -I:2" SITE AREA = 1 .769.'. ACRES OR 70 076.71 SQ/FT FIRST FLOOR OFFICE 1 800 s . ft. I per 100 sq. /ft. 18 O C' W inane TOTAL H- rn SITE AREA BLDG " E" = 26,33 8 SQ/FT 4,920 sq. ft. BREAK ROOM /HALL /BATH 3,120 sq. ft. NA 0 PARKING AREA #2 SITE AREA BLDG 4 1,#2 & #313,418 n a 00 DDD Vytngp,la _ #1 PROPOSED OFFICE 13 418 Sq/ft - 50732.71 SQ/FT AND WAREHOUSE, SECOND FLOOR OFFICE 2 358 s . ft. 1 per 100 sq. / ft. 24 INCL. ADDITION TOTAL BALCONY /HALL/BATH / V = A X R X c IE ?' Hu' __LJ" Co MIXED LOAM BETWEEN BUILDING 4,900 sq. ft. CONFERENCE ROOM 2,542 sq. ft. NA 0 A = 13,418 Sq/ft // ------- 1.0' #1  ❑D @ t ';? ';;' ';,,`';; BROWN SILT ML RE: Appl. # 5492 3 OWBee THIRD FLOOR WAREHOUSE 2 000 s . ft. I per 1000 s . / ft. 2 R = 2" RAINFALL = .166667 ft O 4; P , q Second Use Variance Request) TOTAL _ _ 010 -- ---- ( a 800 5 . ft. ATTIC 2 800 s . ft. NA ° V = 130418 x 1]66667 x 1 = 2 236.34 c.f. / a ❑o C) j ,w, 3.0 J/ c° a �a � TOTAL SQUARE ❑0 i� 19,540 sq. ft. 0 0 0 0 0 0 0 Total Area of Lot De;ignated FOOTAGE. BLDG.#1 o N N ❑o \ 119 I U I To Building "E" = 26,338 sq/ft #2PROPOSED BASEMENT 2,333 / 68.38 VERTICAL FT. / FT. = 32.70 V.F. \ � ; CO �' WAREHOUSE TOTAL 1,680 sq. ft. 1 per 1000 sq. / fr. 2 , p 0 0 0 - 000 INCL ADDITION 1,680 s . ft. ( ) SAND i GRAVEL �; . � 10 DILA. POOLS 10 DEEP = 40 V.F. Building and parking in question BETWEEN FIRST FLOOR 2'- GROUND WATER Building "E" = 9,491 sq/ft BUILDING TOTAL WAREHOUSE 1,839 sq. ft. 1 per 1000 sq. / ft. 2 PARKING AREA "E" PARKING AREA "EE" P #2 & #3 1,839 s ft. 7 209 S /ft a O PALE BROWN FINE Parking area "E" = 7,209 sq/ft q 9 1,628 sq/ft 0 0 TOTALSQUARE o N b TO COARSE SAND SW Parking area "EE" = 1,628 sq/ft FOOTAGE, BLDG #2 3,519 sq. ft. V = AXRXc V = AXRxc p Io Landscaped Area = 8,010 sq/ft A = 7,209 sq/ft A = 1,628 sq/ft _ 00 m .. DRAIN BASIN DETAIL CURB PAVEMENT DETAIL FIRST #3 = .PROPOSED TOTAL WAREHOUSE 2,800 sq. ft. I per 1000 sq. /ft. 3 R = 2 RAINFAILL166667 ft R = 2" RAINFALL = .166667 ft WAREHOUSE 2,800sq. ft. a 3 w C = COEFF. = 1 ,.0 C = COEFF. = 1 .0 0 a Use of Second Principle Occupancy TOTAL SQUARE FOOTAGE, BLDG #3 2,800 5q. ft. V = 7,209 x .1661667 x 1 = 1202 c.f. V = 1,628 x . 166667 x 1 = 271 c.f. 17' COMMENTS: Contractors Warehol: se LOADING DOCK 6O sq. ft. 696 sq. ft. NA NA 1202 / 68.38 VERTAL TOTAL TICAL FT. / FT. = 18 V.F. 271 / 68.38 VERTICAL FT. / FT. = 4 V.F. LANDSCAPE LIGHTING NO WATER ENCOUNTERED. and office. USE (2) 10' DIA,. POOLS 10' DEEP = 20 V.F. USE (1) 10' DIA. POOLS 4' DEEP = 4 V.F. NOTE: THIS BUILDD TG AND ALL ADA LANDSCAPER LOUVER LIGHTS(THREE TIER) BORING AT STAKE SIGNS AND RAMPS To ARE TO BE USED FOR LANDSCAPE LIGHTING, TOTAL NU BER OF REQUIRED PARKING INCANDESCENT,(MAX IOOw) CONFORM TO CHAPTER 11 Parking Spaces: sa OF THE BUILIDING CODE OF TEST HOLE DATA PREPARED BY McDONALD GEOSCIENCE PARKING SPACES 50 LOT SIZE: 7 , 70.71 sq, ft TOTAL NUMBER OF PARKING SPACES AVAILABLE HANDICAP SPACES 2 r ,NEW YORK STATE AND SOFFIT LIGHTING ON BUILDING BORING DONE ON 3/17/03 11 Parking Spaces BLDG, #1 (iricll. addition between bldg. #1 & bldg, #2 5,060.0 sq. ft. 199s ANSI At 17.1 1 ADA Parking S7�aces ADA RAMP DETAIL SOFFIT uc n GTOBEREcesseD LEST HOLE DATA BLDG. #2 (incll. addition between bldg, 42 & bldg. #3 1,862.0 sq. ft. a LIGHTING.INCANDESCENT.(MAX 75 w) D Y INDICATES AREA OF _ _ _ _ _ _ _ _ _ EXISTING BUILDING "E" TOTAL SQUARE FOOTAGE VS. PARKING REQUIREMENTS BLDG. #3 FLAG POLE LIGHTING N.T.S. 2,800 sq. 96 S . ft. " PANSI 0.4RD FLAG POLE LIGHTING TO SECOND PRINCIPLE " " / BLDG. E TRUNCATEDDOME EXPANSION JOINT -- TOTAL ,49 ; s ft. BE RECESseD uruGHT EXISTING BUILDING E WAREHOUSE 1 per 1000 s / fr. 10 LOADING DOCK q TRANSITION SMOOTH DETECTABLE p q' INCANDESCENT(MAX?OOw) OCCUPANCY 9,105 Sq' ft. WITH NO LI NIA SLOINGPE RAMP AT P I'_ li TOTAL LOT COVERAGE: p wtrH No LIP aanx SLOPE Llo MAX SLOPE � 1 TOTAL NUMBER OF REQUIRED PARKING ]0 19,9 .00 sq. ft. or 25.83 /o � INDICATES 6 CHAIN LINK - SIGN LIGHTING R'.BED }i ft. . Z SIGN LIGHTING TO 6E UP-LIGHTING. FENCH WITH BA - PARKING SPACES I 1 WALKWAYS: 1,717.0 s WITH SHEILDED LENS (LOW VOLTAGE) WIRE AT TOP. (NC RAZOR TOTAL NUMBER OF PARKING SPACES AVAILABLE BUILDING TO BE REMOVED D 2,380.0 sq. 4" MIN, CON IPACTED HANDICAP SPACES 1 GRAVEL BASE bre WWM AT MID DEPTH WIRE ALLOWED). DRIVEWAY & PARKING: - 5 2004 37,787.00 sq. ft. R 49.03% 4� DOOR LIGHTING LANDSCAPED AREA: ° 5' O RAMP MIN. WIDTH -0" DOOR LIGHTING TO BE WALL MOUNTED 19,375.58 Sq. ft. 25.14 /o Sout INCANDESCENT,(MAX I00w) SEE OWNERS PROJECTED FULL OCCUPANCY STAFFING LEVELS FOR REQUIRED PARKING hold Town Plan hal t G L0cn70" MAP' SITE PLAN OF PROPERTY °. 'Z ,� a AT SOUTHOLD W TOWN OF SOUTHOLD 0 .�\ S FFOLK N�ORP k � �IOI� .v z 3 COUNTY, NEW YORK _� w 4 c .: O � :V'tJ 1 Goo r. CS z h w n L(7 w Z ^ 0 .7,nfi•:•:•:•;:: r 33.6 SITE DATA. � LL c s• V _ SCTM: 1000-63-02- 30. 1 SCTPv1 # 1000 - 63 - 02 - 30. 1 w - 9 2004 ID - Av �� 6�g 1� ,��,� � ��.•:•''� • a ��:�:� ��� � SITE AREA = 1 .7693 ACRES x AREA = 1 .7693 ACRES Fa p0 L AHTS TOTAL BUILDING AREA: EXISTING: 13,551 S FT. ° Southold Town Esl ,F'( W Q C, P� CN." 20'x 6' Southol gownoani SCALE: 1 �� = 20' SIS. S✓ QpR 'SP Pc ryP - 0 35.5 PRIvncY TO BE REMOVED: -2,380 SQ. FT.PlanninO <S V h�SCPyL �^ - '� P •M, `36 TG 35 LANDSCAPE GATE Z NEW ADDITIONS: 8,738 SQ. FT. NEWLIGHTS T.1 LP1.1G0T5 " P'PO.o :•. wya','�r N C; MuA TG 35 TC 37.5 X21 , DEEP W PROPERTY NOW OR FORMERLY _ TOTAL: 19,909 SQ. FT. L'PP `G ti CE B M/N NEW °�� FE •.'.1. .,1 i.'•'.' F ELP°OL�E '' 4 ,' tFPYN GSHGtP50 �`d N�`%b.,o DEEP SSNEDE,EQ p1P, x SLHPEy°1GSNCtPs . t.�:..`.i '':•1:5'':•':•': w OWNED BY 34.3 EXISTING PROPERTY ZONED, LIGHT INDUSTRIAL O 77 •° ,g ' o SCHOOL DISTRICT # 5OTOWBEE, LLC W < - - �D SITE PLAN DRAINAGE C ALCULATIONS: 1560 YOUNGS AVE. )ONP,G`1 t�3; .• / G ��\ / 6': °PSN 1� O\P : � `4 i � �,,,,•,ry7 -� 1 �• •.� 4 GP Pyy gV,\- 06 .-. n GFP zfi *, QE•';. .•. L•.• W ROOF AREA BUILDING #1 S O U TI TOLD NY. 1 1 9 11 NOgG 6 . . O QED / G ' 0 roSCP .'.'.':'. O , _ ' / O ! > :•.•:f• �, LPL`GH s LPNDSN cj 5 REMo / y o cFOSHE LPL PT5 CA BUILDING: 63'x 83' = 5,229 l � 4 � � � �,'L'G f- • •'�' -:;. �� HP Z �E ePSE :' (n V] FRONT PORCH: 23'x 5' = 1155 sq sq/ft . . .7. = 360 sq/ft L\P P ,G r'�^� _ I HPLS PSE .4 PSP GONG H i , E`e° Eo c�FFE1E e % sGN FP^P 2 1,6 9- ``•' s TOTAL ROOF AREA = 5,704 sq/ft HALL / PORCH: 20x 18 95' M C, \ 4CPyE • u � GFUSN POP •••/•• W -'-'t'•' LPN�e"�S ;o �. •§ ' �\ POP �`N EEP •'•'•+ , � L�p#\ OPSN '.G 0• \ G# P OSG 36.0 V = A X R X C P_ RgING °E5� ,FP1 \ \ \ NW,7. DEEP m $�}ZL4GSP,0 \9 0 Q\P' X LP4,GNjs , L` ep sP P DEEP �PFKN v D,P. kPUP 1 x 4R8� g60 x oFv �1 tifi R = 2"RAINFALL = .17 ft 1� 1 & f WELL I.6 C = COEFF. = 1.0 ^Ov V4G x V = 5,704 x .166667 x 1 = 951 c.f. �� , .• E w �Al NE \I \\ �\� \\ ' °ALL °`DOG^°H ,t ` l3 510 � � . yc» - - t. s��� """ 9 O 951 / 68.38 VERTICAL FT. / FT. = 13.91 V.F. F ,, j67.b G.( '•. GGNGF y055,9G .�j 4 �P •• .9 "EO \ oP ° ':. E � \ � � o '�-'�':• �"•'••o ; 3 \ oo�� USE (2) 10' DIA. POOLS 8' DEEP = 16 V.F. �, W �QN,FE •` \ P r06 ��Fn G, .•.F : : , EXyP '� .•'•• • ,c.SE otN oL c �s"ED�°GONcF \NExW$ 0EEP \\\\\\\\\\ \ 6-T\,h L°oD,cNµ oTNGG %/,,//j , •.•:�.'' • •.••\ ' ° / ` �� � \ . , ROOF AREA BUILDING #2 G BUILDING: 76.7'x 26' = 1,994 sq/ft � 0 Z0 'Eo4 'vv V = A x R X C A = 1994 sq/ft // \P' l "• ,HELL - /%/ ,// '10 G X/////,// '''•-:':•:-:•:• r-. / :. ..:..:::::.•. . ./ / i of L W 10 D p,ti„ O i P //%� %i% �7C1sTo�$� /. . : : : : ::.:.:.;:. .•. M P�\S R = 2" RAINFALL = .166667 6 6 c� <.: . : /,//�/////// WE 21 NE G pF� / W P o y//j%//% . h G �. O eR1 E 4psP Po6s1 l N% DEE o /, //,// �,L �� C =COEFF. = 1.0 a x/ / Gpc =•:''%%/ %%/j%//%%//%%/%%/ / 112 E� EEP Z ':::: D\P. j yi V 1,. 94 x .166667 x 1 - 323 c.f. /%% ':':'' °a ':': u '•\': .fin $1}110 0500 323 / 68.38 VERTICAL FT. / FT. = 5 V.F. .•.•.•,o. /% /% // // /./ / // // / Y/ /// // // : �`(', WE ... .\.. 4R , g40 'trr.•.•.•.•::.•.•- •d. R P USE (2) 10' DIA. POOLS 4' DEEP 8 V.F. O ID �S rG N� ROOF AREA BUILDING . . // / / / / ` / /// / / //// / // ... - BUILDING: 70'x 40' = 2,800 sq/ft V = 2, x R x /!/,/ A = 2,800 sq/ft ft //% R 2" RAINFALL = .166667 .'. . . . .•.•.•.•.•.•.•.•' S OPINE1.0 cJ cF�S"tE //i///i///i//� %//i//!i///i%/!i/iii%//i/ %/// i : ' 262' -. •. ... . C - 2,800 x 1 66 c°N6sE y%//% / / / / / // // //////ji/// o� a V = 2,300 x .166667 x 1 = 467 c.£ 1J0� I�� v /� ,N* $ °EES ' %iii%/i%%/i%� i%/i%% %i%�i%%///�.::.:•:•:•:•:•:•:J�,;%'; � 0 �� 467 / 68.38 VERTICAL FT. / FT. = 7 V.F. OY�Ri��I O C G V OPLL !/% /%%jjj%j%%j%% %//�� ' . Z `^1 �2 4R �� y / // /// /// // OvV LANDSCAPED AREA USE (2) 10' DIA, POOLS 4' DEEP = 8 V.F. a a� � L p2 2� g /iii j /////////!...::.:.;:_:::.:_:.:. \' _ ? � N ROOF AREA BUILDING ,E, m ( 0 EXISTING BUILDINGS BUILDING: "E" = 9,491 sq/ft h SEA TOL va sSONEW BRICK WALKS CORPORATE s o ..,,44P� x � DEEP -} .�-:.' '•'•'•' • " I3TAID®UARTERS BUILDINGS TO BE REMOVED V = A x R x c U a a e BOISSEAU AVE., ® PROPOSED NEW STRUCTURES A = 9, 191 sq/ft E v X11 NEW ° 68 SOUTHOLD, NEW YORK R = 2" RAINFALL = .166667 � o S APPROX. LOCATION OF C = COEFF. = 1.0 SITE PLAN PRE-EXISTING TREES z a w V = 9,491 x .166667 x 1 = 1582 Cf. C7 d WITH MIN. OF 6" CALIPER n - SIGN IS TO BE AND MIN. 3' HEIGHT TO .m PROVIDED WITH � � ' a� � CAL_E : 1 20 ¢ w REMAIN ON SITE. 1582 / 68.38 VERTICAL FT. / FT. = 23.1 V.F. oa SHIELDED GROUND � w7 w Ca _ LIGHTING USE (6) 10' DIA. POOLS 4' DEEP = 24 V.F. (LOW LIGHTING) 4' ARBORVITAE TO BE PLANTED LIGHTED SIGN DETAILS PARKING AREA #1 01 101 25 ' 501 1001 2' 8' 16,554 sq/ft TREES TO BE PLANTED V = A x R x c A = 16,554 sq/ft 0 p� TOTAL SQUARE FOOTAGE OF STRUCTURES VS. PARKING REQUIREMENTS R = 2" RAINFALL = . 166667 ft ¢ Z o W PARKING C = COEFF. = 1 .0 _J a IN �_ SPACE USAGE SQ. /FT. PARKING SPACES V = 16,554 x . 166667 x 1 = 2759.0 c.f. o ° > w c° BUILDING FLOOR CALCULATIONS REQUIRED Z q � ¢ v CAST IRON FRAME k GRATE - CAMPBELL FOUNDRY III SITE DATA: �� BASEMENT z � a (n TRAFFIC COVER WAREHOUSE 2,959 s . ft. 1 per 1000 sq. / ft. 3 27591/ 68.38 VERTICAL FT. / FT. = 40.35 V.F. ¢ ¢ ' � z o i 2" WEAR COURSE TO BE PITCHED SCTM # 1000 - 63 - 02 - 30. 1 TOTALa1 W '_ ..� C.7 1 D DIAMET TOWARDS DRAIN COVER. 611 4,920 s . fr. MECHANICAL /HALL/BATH 1 961 s . fr. NA 0 USE (5) 1�' DIA. POOLS 10' DEEP = 50 V.F, w ^ zo o z 1 MINIMUM M N M U M L51 ea 1 -1 '2^ SITE AREA == 1 .7693 ACRES OR 70,070.71 SQ/FT FIRST FLOOR OFFICE 1 800 s . ft. 1 per 100 sq. / ft. 18 F- W U F- SITE AREA BLDG "E" = 26,338 SQ/FT 40TAL920 sq. ft. BREAK ROOM /HALL/ BATH 3,120 sq. fr. NA o PARI:ING AREA #2 ° L) a' !tiEReNa #1 PROPOSED OFFICE , 0 oueSE SITE AREA 13LDG #1,#2 & #3, = 50732.71 SQ/FT AND WAREHOUSE, SECOND FLOOR OFFICE 2 358 s . ft. 1 per 100 sq. / ft. 2q 13,408 sq/ft 1 INCL. ADDITION TOTAL BALCONY/ HALL /BATH / V - A X R X C D 1 3Aoe muPz c0 MIXED LOAM BETWEEN BUILDING 4,900 sq. ft. CONFERENCE ROOM 2,542 sq. ft. NA 0 A = 13,408 sq/ft 11 R 1EuM6r dor RE: Appl. # ;i492 - TowBee THIRD FLOOR R = 2" RAINFALL = . 166667 ft 010 O ,;; ,,.z BROWN SILT ML WAREHOUSE 2,000 sq. ft. 1 per 1000 sq. / ft. 2 N 00 - 010 CD ! SAN.AN, - 3.0 (Second Use Variance Request) TOTAL 010 u4FdEL ops � TOTAL SQUARE 4,800 sq. ft. ATTIC 2,800 sq. fr. NA 0 C = COEFF. = 1 .0 ' 0000 , 000 � a ` MM_ V = 13 408 x . 166667 x 1 = 2 234.67 c.f. M M Ita 0 0 Total Area of Lot Designated F6oTAGE, BLDG.#1 19,540 sq. ft. I 010 To Building "E" = 26,338 sq/ft #2 PROPOSED BASEMENT 2,235 ✓ 68.38 VERTICAL FT. / FT. = 32.69 V.F. 1 b N J SAND GRAVEL q p q USE (4) 10 DIA. POOLS 10 DEEP = 40 V.F. WAREHOUSE TOTAL 1,680 s ft. 1 per 1000 s / ft. 2 0 0 0 0 0 0 Building and parking in question INCL. ADDITION 1,680 sq. O ' g p g q BETWEEN FIRST FLOOR r7 S-D" TO GROUND WATER CZ) H II 1 PARKING AREA "E" PARKING AREA "EE" o Building E = 9,491 Sq/ft BUILDING TOTAL WAREHOUSE 1,839 sq. ft. 1 per 1000 sq. / fr. 2 Parkin area "E" = 7 209 s /ft #2 & #3 1'839 sq. ft. 7,209 sq/ft 1,628 sq/ft 0 a PALE BROWN FINE g q TOTAL SQUARE o Y N m TO COARSE SAND SW Parking area "EE" = 1,628 sq/ft FOOTAGE, BLDG #2 3,519 sq. ft. V = A X R X C V = A X R X C I o 0 DRAIN BASIN DETAIL CURB 8c PAVEMENT DETAIL A = 7209 sq/ft A = 16286 /ft m m Landsca ed r� I ea = 8 010 s /ft sq /ft q #3 PROPOSED FIRST FLooR R = 2" RAINFALL = . 166667 ft R = 2" RAINFALL = .166667 ft WAREHOUSE TOTAL WAREHOUSE 2,800 sq. ft. 1 per 1000 sq. / ft. 3 9 Use of Second Principle Occupancy 2,800sq. fr. C = COEFF. = 1 .0 C = COEFF. = 1.0 TOTAL SQUARE V = 7,209 x .166667 x 1 = 1202 Of V = 1,628 x . 166667 x 1 = 271 c.f. Contractors Warehouse FOOTAGE, BLDG #3 2,800 sq. ft. 17' COMMENTS: and office. TOTAL TOTAL NA NA 1202 / 68.38 VERTICAL FT. / FT. = 18 V.F. 271 / 68.38 VERTICAL FT. / FT. = 4 V.F. (� LANDSCAPE LIGHTING LOADING DOCK 696 sq. ft. 696 sq. ft. NO WATER ENCOUNTERED. Parkin (2) NOTE: THIS BUILDING AND ALL ADA g Spaces: USE 10' DIA. POOLS 10' DEEP = 20 V.F. USE (1) 10' DIA. POOLS 4' DEEP = 4 V.F. LANDSCAPER LOUVER LIGHTS(THREE TIER] BORING AT STAKE "- SIGNS AND RAMPS TO ARE BE USED FOR LANDSCAPE LIGHTING, TOTAL NUMBER OF REQUIRED PARKING 54 CONFORM TO CHAP'T'ER 11 INCANDESCENT,(MAX loow) OF THE BUILDING CODE OF TEST HOLE DATA PREPARED BY 11 Parking Spaces NEW YORK STATE AND McDONALD GEOSCIENCE I ADA Parking Spaces TOTAL NUMBER OF PARKING SPACES AVAILABLE PARKING SPACES 49 LOT SIZE' 77,070.71 sq. ft a SOFFIT LIGHTING ON BUILDING BORING DONE ON 3/17/03 1998 ANSI Al 17.1 HANDICAP SPACES I-I--1 2 ADA RAMP DETAIL SOFFIT LIGHTING TO BERECESSED INDICATES AREA OF _ _ _ _ _ _ _ _ _ BLDG. #1 (incl. addition between bldg. #1 & bldg. #2 5,060.0 sq. ft. Q a LIGHTING, INCANDESCENT,(MAX 75 w) TEST HOLE DATA SECOND PRINCIPLE BLDG. #2 (incl. addition between bldg. #2 & bldg. #3 1,862.0 sq. ft. FLAG POLE LIGHTING N.T.S. OCCUPANCY EXISTING BUILDING "E" TOTAL SQUARE FOOTAGE VS. PARKING REQUIREMENTS BLDG. #3 2, sq.800 ft. Q } FIBERBOARD - BLDG. "E" TRUNCATED DOME FLAG POLE LIGHTING TO 9,491 sq. ft. PROVIDE SMOOTH DETECTABLE EXPANSION JOINT BE RECESSED UPLIGHT I EXISTING BUILDING E TOTAL ' TRANSITION WARNING RAMP AT 1 1'_ INCANDESCENT(MAX 200w) INDICATES EXISTING 6 CHAIN LINK �^ � 9,105 sq. ft. WAREHOUSE 1 per 1000 Sq' / ft. 10 LOADING DOCK 696 sq ft TOTAL LOT COVERAGE: 19,909.00 sq. ft. or 25.83% WITH NO LIP MAx sI.oPE I:to MAX SLOPE 1' FENCE WITH 1' BARBED WIRE TOTAL NUMBER OF REQUIRED PARKING 10 WALKWAYS: 1,717.0 s ft. L'•._rSIGN LIGHTING EXTENSION AT TOP. (TO BE MAIN- SIGN Z SIGN LIGHTING TO BE UP-LIGHTING . TAl1V ED AT A TOTAL HEIGHT OF 7'-0" q• WITH SHIELDED LENS (LOW VOLTAGE) •) PARKING SPACES I1 TOTAL NUMBER OF PARKING SPACES AVAILABLE BUILDING TO BE REMOVED 2,380.0 Sq, ft. 4" MIN COMPACTED ^� HANDICAP sPAcas 1 DRIVEWAY & PARKING: 37 777.00 s ft. OR 49.02% GRAVEL BASE 6 x 6 W WM AT MID DEPTH , DOOR LIGHTING ALL NEW GATES TO BE INSTALLED IN RAMP MIN. WIDTH 5'.0" DOOR LIGHTING TO BE WALL MOUNTED. COMPLIANCE WITH TOWN CODE HEIGHT LANDSCAPED AREA: 19,385.58 sq. ft. OR 25.15°/D INCANDESCENT,(MAX 100w) RESTRICTIONS. SEE OWNERS PROJECTED FULL OCCUPANCY STAFFING LEVELS FOR REQUIRED PARKING � ,-.( ID SITE PLAN OF PROPERTY C) AT SOUTHOLD 6�9�, tiQ,ti / / / jQ Im TOWN OF SOUTHOLD sip SUFFOLK COUNTY, NEW YORK > PROPOSED LOT UNE. SUBJECT m TO I SCTM: 1000-63-02-28 & 30.1 y APP OVDA IVSON \ / c SCALE: I" =40' J 00 of iw �gd}CDPlr SglbO�30 Gds B�\T.9�1 119� yg /�K do- IL P' o °\ `1 SEA TOW CORPORATE ORTE HEADQUARTERS E. SOUTHO LD 119'!1 V- 9 c DRAWN BY e �N O ioo/ Riper ZEA 56650 Esstem Damns&Da+� 63I-065-1862 ® GP tEei S/ Z6 A- SITE PLAN INFORMATION IS BASED ON NpaOy LAND SURVEY PRED EPARBY PECONIC SOBVEV'ORS,P.C.-JOHN T.METLrER /t LICENSED LAND SURVEYOR(US 49618) LOT SIZE: 50.731 sq. ft 69�3 `g0}9 Gti �-y10 b meq'+'" "M ,F'S Q IE, 4� O \s LANDSCAPED AREA BLDG. 4,926 % ft , C„" : LOT COVERAGE: 9,568 eqq ft- OR 18.95 b �` G �/ 6i✓ (j6 EXISTING BUILDINGS # q0 G^ 9A'> - BLDG. Az 1,860 sq. ft. BRICKWOOD WALKS WALK / 2,600 sq. . W� DECKS WALKWAYS: 1.477 nq. ft. : BUILDINGS TO BE REMOVED - ' --------- D RIVEWAY k PARKING: 29,940 sq. tL OR 59.0% ]LJ, ® PROPOSED NEW STRUCTURES 4" 5 /O�/ boGK 85,E LANDSCAPED AREA: 10,170 nq. ft. OR 20.0% b / TOWBEE LLC. SOOLo HW 11971 TO�....110 8��O3s_ Q l�rt SLIM: 10 3-02-28 gO DRAWN BY AS O� Eem F4 &Deign 66 SSG R 631-T6sI8621862 S't qA LPN PLAN INFORMATION ISBASED ON LAND \5 LAND SURVEY PREPARED BY PECONIC $ y4 ZO ONG SURVEYORS,P.C.-JOHN T.MEF2GER 6--lo 5b1 At5 \" LICENSEDLANDSURVEYOR(LS49618) ?> ' slg ev' LOT SIZE: 76,047 sq. ft 7� �gN _,.yG LOT COVERAGE 29,693 sq. ft. OR 39.1% NM LANDSCAPED AREA BLDG A 3,304 sq. ft. ,g8'� FFFFJVM EMSTING BUILDINGS BLDG. C 1450 p. R O vl" BLDG D 2.000 sq. ft. �td+�l : ..� BRICK WALKS BLDG. E 9,640 sq. ft. N G 11 S ® WOOD DECKS y „ —] BUILDINGS TO BE REMOVED DRIVEWAY 8: PARKING: 34,362 sq. ft. OR 45.1% ' YI L- - �- LANDSCAPED AREA: 11,992 sq. ft. OR 15.8% G 0� ® PROPOSED NEW STRUCTURES -. �• 2 - 5 6660 G SITE PLAN INFORMATION IS BASEDON LAND SURVEY PREPARED BY PECONIC SURVEYORS,P.C.-JOHN T.MET7.GER LICENSED LAND SURVEYOR(IS 49618) O 0] SITE PLAN OF PROPERTY ATSOUTHOLD g D, TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK SCTM: 1000-63-02-28 & 30.1 Z f z a < m SCALE: 1" = 40 v. (ter. 60 0_ F\ E 2� a3 M P SOP Sol CA sen Tow CORPORATE HEADOUARreeS C>` I IUMMEI.AVE ti(IUTHOLD.NY 11491 N srrME uuRl-m-ozaq I F,a '•: �;}\Yv\NG �. (,• 5Q QQ uaAwaumiss o 9199 a+>. 262�a 'v S06 SHEPLNI ® 00 61'I'G PLAN INFORMATION IS BASED IC LAND SIJR S,P PREPARED T PY TZGER C' O `G�:C:il' ' . O; SIIRV eVORS.P C' -JOHN T.MIiTLOER LICENSED LAND SURVEYOR ILS 446181 RPGaO IN LOT SIZE: 50,731 sq. ft $\O " Vl LOT COVERAGE: 9,588 sq. ft. OR 189% �Q BLDG. f1 4,928 sq. ft. g69�� \5E �PGb.,.C,, avYvO 684a BLDG. N2 1,860 sq. ft. q0 \NG "\ ;. _ �j LANDSCAPED AREA BLDG. M3 2,800 sq. ft. coco ® BUILDINGS WALKWAYS: 1,477 sq. ft. i BRICK WALKS DRIVEWAY h PARKING: 28,940 sq. R. OR 59.0% ' ® WOOD DECKS LANDSCAPED AREA: 10,170 sq. H. OR 20.0% \ C 1Q �1 b. I'f IWRLL.L L C. GF, ,\GAP G IIUMMLL AVE Gee J\�Q\N �� SOUTHOLD,NY 11471 au\VQ a 1 q S1� S(TM 1000-63-02 28 ay 3Q RO PD DRAWN n ,1 N A D.�,,. 66 Gti P\� G 611-765-I862 LJ V\�, 1,g FE PI AN IN I ORM A I ION IS EASED ON LIAN 1)SURVEY P SPAR ED BY PE('ONU SURVSRD LAND-JOHNYI IR ILS 446181 �q \ r LOT SIZE. 76,047 sq ft ,y N� LOT COVERAGE 29.693sq N. OR 39.1% 3,30 BLDG. A 3,304 sq. ft. .'` ac; BLDG. B 10,249 sq. ft. O0 T, P ' 166 BLDG. C 4,500 sq. ft O' OY,v F-:- LANDSCAPED AREA _ BLDG. D 2,000 sq. ft. BUILDINGS Sl Zjl ® BLDG. E 9,640 sq. ft SSOR '.�::.. ':• � � BRICK WALKS DRIVEWAY k PARKING 34,362 sq ft OR 45.1% WOOD DECKS LANDSCAPED AREA: 11,992 sq. ft. OR 15.88 � N 6650 SITE PLAN INFORMATION IS BASED ON LAND SURVEY PREPARED BY PECONIC SURVEYORS, P.C. -JOHN T. METZGER LICENSED LAND SURVEYOR(LS 49618) M - ,. .. - .• , 3333. - 3333 I N SITE PLAN OF PROPERTY AT SOUTHOLD 6g9��' \ \ ` 04 m TOWN OF SOUTHOLD \ m Y SUFFOLK COUNTY, NEW YORK PROPOSED LOT ' Y w < LINE, SUBJECT — TO APPROVAL SIGN m m I a z SCTM: 1000-63-02-28 & 30.1 APPROVAL � 01A.W' O � SCALE: V 40, '>o o C' +1 }2g- G 06 u FN EN „j /� kglS pO SEA TOW 1 d CORPORATE HEADQUARTERS \/ S•j0 O�G �/ HUMMELAVE. SOLI HOLD,NY 11991 2 S G' y 0. SCTM 1000.63-g2�30.1 If; �'' SUO OCG E, `1 Wo ,d p0 W DRAWN BY � m� E 62l lr v,-ID7 5 06 50 6311765 862 361 Des,gn a, Z W P, Os w LANDSSITE ANINROREPARE IS PECONIAIIED N Os SURVEY SURVEY P PREPARED BY TZGER C Lai SURVEYORS,PC.-SUROHN VEYOR 49R LICENSED LAND BIIRVP,YOR1L549fi1R) LOT SIZE: 50,731 sq. R - �JSGE LOTCOVERAGE: 9588 eq. ft. OR 16.9>< BLDG. MM 4,929 sq. ft Sq0��G B S 66 BLLDDG. s 2 800 q,, ft BUILDINGS WALKWAYS: 1,477 •q. H. 11 BRICK WALKS DRIVEWAY k PARKING: 29.940 sq. ft OR 59.0% WOOD DECKS LANDSCAPED AREA: 10,170 sq, ft. OR 20.0% 5• ' G GC " TOWHEE L.LC. HUMMEL AVE. SOUTHOLD.NY 11971 X163 _^ SCTM 10110-63-0245 ]" DRAWN BY P1L 63117.,5-00 ng k UC11911 Q gJ�pO G"B" LP�p a SITE PLAN INFORMATION IS BASED ON LAND SURVEY PREPARED BY PECONIC �,p SONG SURVEYORS.P.C.-JOHN T MERGER 1 6�h5 LICENSED LAND SURVEYOR(IS 4%18) .� LOT SIZE: 76,047 sq. ft LOT COVERAGE: 29,693 sq. ft. OR 39.19 BLDG. A 3,304 sq, ft. O »\S CQ a e pG BLDG. B 10.249 sq. ft. i- O "P �� BLDG. C 4,500 sq. ft. n G < O O� 0 g 8��5(C�� BUILDINGS BLDG. E BW sq. R. L1 BRICK WALKS DRIVEWAY NO: 7 W WOOD DECKS LANDSCAPED AREA11,992 2 � R �sq. ftO 'ISBx G g6 0 �• Y PREPARED BY PECONIC SURVEYORS,P.C. -JOHN T. METZGER LICENSED LAND SURVEYOR(LS 496]8) M ' SITE PLAN INFORMATION 1S BASED ON LAND SURVEY r. p O SITE 1'I,A>N OF'PROPERTY AST SOUTHOLD / TORN OF SOUTHOLD I SUFFOLK COUNTY9 NEW YORK ffg% / i > /o b / ggtbp / .� I < / I D PROPOSED LOT / O Otd/ ++ Z - ) TO SUED OSONni SCT\t: 1000-63-02-28 & 30.1 APPROVAL 10 Ix 0 Iii N SCALE: 1" = 50' I2 Jp g{Y20pi / / F �Od % / uffgi / // D\ sdg 4l 6 3 0 uE N yam 'o\ e N / y0 / gp�bi 00 SEATOW (j y� CORPORATE HEADQUARTERS • Oy y HUMMELAVR O bU{f Of / ^�/9 70 W SOUTH0L),NY 11971 / P l 60tH:II0fi3-02-30.1 / DRAWN By rs E„t Eed1862 kDmrF i I / 1 62 631-765 S r W SITE PLAN INFORMATION IS BASED ON LAND SURVEY PREPARED HY PECONI IC C LICENSED OR(LS OER LICP.NSED LAND SURVEYOR(L549615) LOT A2E: 50,731 aq. It BLDG.AVERAGE: 94928 iq. }L 70 OR 16.9 / BLDG. A2 1,860 sq. ft. K / � / op / DG. 2,800 n . k. b / o W A3 . I / 0� i 477 e . H. O . / g / tb / 'S7a WALKWAYS: 9 td/ / / of 9g © / / �/ / g0/9jgy _ LANO CAPED PARKING: LANDSCAPED 209190 nq.t.OR 20OR .0 TOWHEE L.L.C. / HUMMEL AVE SOUTHOLD%NY 11971 SCfM: IMM34)2-25 DRAWN HY E,et7Eedl wftigg&DmI6e SITE PLWSURVEY R EPAR N IS DBy PE800N LAND SURVEYPRBPAR TBYTWERC / / pPjY g6V'�'Y 0 NG SURVEYORS,P,C -JOHN T.METZGER Jp(d / - 5 �-0 LD LICENSED LAND SURVEYOR(US 496181 / t0/ 0 Y ♦j LOT SIZE: 76,047 eq. k P 40 ''� / LOT COVERAGE: 29,693 sq. ft. OR 39.15 �O 'r 9 t3 BLOC. A 3,304 sq. It 1 'Y� / / / SLOG. 8 10.248 eq. ft. /✓'� / / �4 BLDG. C 4.500 eq. fl. BLDG. E 9:640 sq. ft- N� / DRIVEWAY 8: PARKING: 34,362 eq. YIriOR 45.15 7, LANDSCAPED AREA. 11,992 eq. ft. OR 15.85 Ot 68, SITE PLAN INFORMATION t5 BASED ON LAND SURVEY PREPARED BY PECONIC SURVEYORS,P.C.-JOHN T.METZGER LICENSED LAND SURVEYOR(LS 49618) B lil O SITE PLAN OF PROPERTY 0 ATSOUTHOLD TOWN OF SOUTHOLD cl 00 j m > SUFFOLK COUNTY, NEW YORKd- 6, ............... !FPOSED LOTaUe � 0 > .......... 6S) ...... < (15 SCTM: 1000-63-02-28 & 30.1 1- IAPPROVAL I z oN SCALE: P = 40' vgOtte 0. '10 1 Sc 5 is- 0 S G so YLP" EXISTING LOT a UNE, CHANGEj E 6 x boot/ /® c7 �6 d\ j/ 2j 43, SUBJECT TO SUBDIVISION APPROVAL SEA TOW CORPORATE HEADQUARTERS IfUMMEL AVE. SO=OLD,W 11971 ...... ....... .......... .......... ... Dta e� GE j�j��j a 1 � lffl()fi342-30.1 DRAWN BY L But End Dndtin &Di, 631-765-1862 k—p SITE PLAN INFORMATION IS BASED ON SURVEYORS,P.C.-J01131 T.METZGER ..... LAND SURVEY PREPARED BY PECONIC LICENSED LAND SURVEYOR(LS 49618) Ul NEW LOT SIZE AFTER LOT LINE MODIFICATION: 50,731 sq. ft 1cr LANDSCAPED AREA EXISTING BUILDINGS LOT COVERAGE: 9,588 sq, ft. OR 18.9% BLDG. 4,928 as ft. x—- #1 BRICK WALKS BLDG. #2 1,860 sq. ft. WOOD DECKS BLDG. #3 2.80sq q. ft. 'Nis BUILDINGS TO BE REMOVED WALKWAYS: 1,477 ft. '�o' PROPOSED NEW STRUCTURES DRIVEWAY & PARKING: 29.940 sq. ft. OR 59.OX ON LANDSCAPED AREA: 10,170 sq. ft. OR 20.0% o<ai G rj TOWHEE L.L.C. HUMAOL AVE. 0Vp SOUTHOLD,NY 11971 V, SCTN[:1000-6342-28 DRA" BY �t End Dvd[dag&Nsip 631-765-1862 SO� 81 PO SITE PLANMORMATION IS BASED ON LAND SURVEY PREPARED BY PECOMC SURVEYORS,P.C.-JOH0,1 T.METZGER LICENSED LANDSURVEYOR ILS 49618) NEW LOT SIZE AFTER LOT UNE MODIFICATION: 76,047 sq. ft LANDSCAPED AREA LOT COVERAGE: 29.693 sq. ft. OR 39.IX BLDG. A 3,304 sq. ft. cl EXISTING BUILDINGS BLDG. B 10.249 sq. ft. BRICK WALKS BLDG. C 4,500 sq. ft. BLDG. D 2.0sq. ft. WOOD DECKS BLDG. E 9.64000 sq. ft. 7BUILDINGS TO BE REMOVED ,' PROPOSED NEW STRUCTURES DRIVEWAY & PARKING: 34.362 sq. ft. OR 45.IX LANDSCAPED AREA: 11,992 sq. ft. OR 15.819 tt SITE PLAN INFORMATION IS BASED ON LAND SURVEY PREPARED BY PECONIC SURVEYORS,P.C.-JOHN T.METZGER LICENSED LAND SURVEYOR(LS 49618) i SITE PLAN OF PROPERTY PROPOSED LOT LINE CHANGE, AT SOUTHOLD SUBJECT TO SUBDIVISION APPROVAL TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK �oo �9 1�5 p2 3 tiR SCTM: 1000-63-02-28 & 30. 1 p,'s02 10 02 2$ - 0 I y"c C� p" O ao vvvo SCALE: 1 " = 20' Top, 2639p Z EXISTING LOT S16 �604\ LINE, CHANGE SUBJECT TO r �CSp'S�' v\ �JO c NCREtEePSE �5 SUBDIVISION APPROVAL / v �� 50ia se F. fl4A `1 �� �� • . {der / r- . .;;>' '����<:� '•:•.•.".".". 16� p�G�I �, r� SSORp G Z b/ / dei 62� � ��� -:i::•• U5NE0 LL O; C� ��� Ler 0P5E G •: :;:.. . 5p+ �3 � j� cR�S"E $ / 5�01� G 5 � � G gyp+ x C4. N w 4�CsP d sem°i j CS / G�NGRE / U5NE0 {, GOle 5 G $� ' 0 5`"oG $ � �ZL no, :- . . . .`^. . .•. GONGRE'(E 0P5E GGNGRE�- eP55 6� �� Z .� •.•:•:•:":-:•:•:• PSE GR135411 GRJ5NE0 S GR NED CS U5 ISt TOWBEE L.L.C. L AVE. C) O �0 � G,+ P :: F 1�a O SOU OLD, NY 11971 SCTM: 1000-63-02-28 DRAWN BY EasEnd 28 & Design 631-765-1862 L cp S 66 50 G c 5 IINFORMATION SURVEYPREP LPREPARED BY PECON C SURVEYORS, P.C. - JOHN T. METZGER LICENSED LAND SURVEYOR (LS 49618) NEW LOT SIZE AFTER LOT LINE MODIFICATION: 76,047 sq. ft LANDSCAPED AREA LOT COVERAGE: 29,693 sq. ft. OR 39.1 % ® EXISTING BUILDINGS BLDG. A 3,304 sq. ft. BLDG. B 10,249 sq. ft. BRICK WALKS BLDG. C 4,500 sq. ft. BLDG. D 2,000 sq. ft. ® WOOD DECKS BLDG. E 9,640 sq. ft. 0 BUILDINGS TO BE REMOVED ® PROPOSED NEW STRUCTURES DRIVEWAY & PARKING: 34,362 sq. ft. OR 45.1 % LANDSCAPED AREA: 11 ,992 sq. ft. OR 15.8% SITE PLAN INFORMATION IS BASED ON LAND SURVEY PREPARED BY PECONIC SURVEYORS, P.C. - JOHN T. METZGER LICENSED LAND SURVEYOR (LS 49618) SITE PLAN OF PROPERTY AT SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK SCTM: 1000-63-02-28 & 30. 1 SCALE: 1 " = 20' ��, ' cn . . . . . . .L o O G7 o mV 6- r1w PROPOSED LOT REM0,4 CS`' 0 INNN _ � LINE CHANGE, / y PCE d / C SUBJECT TO / / �20 {i�jyo/ m SUBDIVISION / APPROVAL j0/ m to r. . o - jCJ \ OFA GRV�'N� O� G�j �51 I I N L o �� b0, ZG 4 Pc J ' ,6y p'L $�ZL -a 10�� 1693 �2 S '•' o5NE0 .-.- -_.� ; ,. G voo r"x6s\ 6e �s • • ./ ate � � ><��G �� �� OR .'.'.• ��C� voov' ti• ��o�G� o, SEA TOW CORPORATE HEADQUARTERS HUMMEL AVE. SOUTHOLD, NY 11971 SCTM: 1000-63-02-30.1 DRAWN BY East End Drafting & Design 631-765-1862 SITE PLAN INFORMATION IS BASED ON LAND SURVEY PREPARED BY PECONIC SURVEYORS, P.C. - JOHN T. METZGER LICENSED LAND SURVEYOR (LS 49618) NEW LOT SIZE AFTER LOT LINE MODIFICATION: 50,731 sq. ft LANDSCAPED AREA ® EXISTING BUILDINGS LOT COVERAGE: 9,588 sq. fOR 18.9% f BLDG. #1 4,928 sq. ft. BRICK WALKS BLDG. #2 1 ,860 sq. ft. BLDG. #3 2,800 sq. ft. ® WOOD DECKS WALKWAYS: 1 ,477 sq. ft. 0 BUILDINGS TO BE REMOVED ® PROPOSED NEW STRUCTURES DRIVEWAY & PARKING: 29,940 sq. ft. OR 59.0% LANDSCAPED AREA: 10,170 sq. ft. OR 20.0% SITE PLAN INFORMATION IS BASED ON LAND SURVEY PREPARED BY PECONIC SURVEYORS, P.C. - JOHN T. METZGER LICENSED LAND SURVEYOR (LS 49618) SURVEY OF PRO FE TY w � A T SO UTI OLD - TO TSN PF SOUTHOLD - 6 S UFFO 1 v COUNTY , ' N. Y. 1000-63-02-28 & 30. 1 50 0 50 100 150 - - - - - - scale: 1' = 50' SEPT. Ivo 2600 _ - - SEPT. 26, O (c Iffka#wJ g : Jj 639:17'ovum - - t i'DG' FC 365 C[iNC. NWXENiS ♦sY' NN FC N 66'4530' E - - - ._ 4Gr raltr y r - - 569.13' 15-N r` o wc '° o ,o Z CNF u cw¢. 4ePs 467' , NEAI /I@ [LDG _ — XG �({ iy,I' I C6NTAINEF Y w . - x .,- - _ x>�Fi. N 6fi #'5`30' E a ztes I.-�I PCN !, N I cm+cNEre 1$ e -- II3N rt� FR )wIM b,r w — �• (3 - 1000-63-02-3D:1' Fa 1 2 STY. aoz' - 4+•N' j AREA 7693 ACRES sNFn ^I 4 8i 40.4' - Lq 4� 1000-63-02-20 y ° e �" F'E x'6 ' 'sa NETA� AREA=11411 ACRES o — (J c 40.4• - 11T.r L corc - p '6 tq' pE 1bbG xi' , >zs' se re<ainNro .TOY ,. .�. _ " .w.� ' .4as' - - 'ewF S 6f3.44'i0' W 262.74' ."•- cut,i na i�,n� W d A . 385.1 323 ' - O.O,N u'_'--- FC RR. f NtlN y S 68'45`20' W 'D 10.9,E 00 ~ ,47' 0.a.A, I NIN S 66 Nr ', g LONG ISLAND RAIL ROAD �F NEW ppb o � CEod � � 5 cED =CHAINLINK-FENCE OCT 2 4 2003 NA2f1q AL,- - - - -=STOCKADE FEWE . - .Y S. LIC, NO. 49618 ANY ALTERATION ADDITION TO 7NIS SURVEY IS VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. ONI P, OR C. Southold Tows EXCEPT AS PER SECTION 7209—SECTION 2. ALL CERTIFICATIDNS (6 ) 7 - 0 f 31> 765-1797 Plannin Bmrd HEREON ARE VACID FOR TMS MAP AND COPIES THEREOF ONLY IF Xp�094gea - - WHOSE SAID AP OR COPIES BR SIGNNATURE APPEARS THE HEREONIMPRESSED SEAL OF THE SURVEYOR SO b/Y I ET 100 -2451 O _ a ! 5 tnunary mnv TE PLAN FOR ` Y, rV u 1 < TO WBEE LLC 1/, Y+h ' A ,. J,•, � '1 \l i' ,'"SMV -. - _ - u] �, T SO UTHOLD 3911 ry " ci Z . W } Naa :'i:•JK,'-,,`v4' \Fl .}e• r!,r,!fi .fi �`O � n,+ � 1�' �' � �I���L �S�'nyt; ';+ti�'� JEDF N .:;.,...,•�:�.�..,r:: ..�:, :,;as... / � IJ] Z � n .cJr..".x �'.." ', ,4.,,1Sa '»' [ ) W`.}q'j - ;r': -r• W ti m m ]� ]� l ]� �T ]� �T :or.y {v .di:, 1'v GE / U w SUFFOLK CO I J JL Y JL JL JL Y e JL . • : ; : 2 SP :;,, F CIOo 1000 - 63 - 02 - 30. 1 o D t G C SITE DATA: w o 1 "- � 0 ' '\ 5,� G• M�" � SCTM # 1000 - 63 - 02 - 30.1 0 ti SITE AREA = 1 .7693 ACRES K GpO11V TOTAL BUILDING AREA: EXISTING: 9,653 SQ. FT. 6 Ili:`. :., ,, p:: ,a:` ) E \ Z P i PPRK °•: yv,..'..,.."" i';' m NEW ADDITION: 10,566 SQ. FT. N qq ���'`-�; �' P� SP ' S PLA ° ITE E _� :_ ...: �,. :, • > TOTAL: 73,528 SQ. FT. <y :,.T E G /�O ,l l,P�s CP, Pgµ\NG ` �I ,d ® a.x.�.^:.?y,-. ((�� -..i�;:;.:?: f1 f . .. R N \ U p P ep0 �2 C;i V 5:•.%'+. ;'i SCALE : 1 = 20 5 oN P RK C EXISTING PROPERTY ZONED, LIGHT INDUSTRIAL m � \ Y �x p ��_ P 'di'«<'1',�: e�,;��Cp^Q.'•^,:4r,r.• ,;j;'G.,,`•:z''fi.'`rS.:;yn.`1' .S"'r':aii�`,:r. SCHOOL DISTRICT # 5 C 5S GOJE 0 10251 OOG FTT P ,,; - ^ _ `'' s "4h'/ ;lS".;; 1"G"""'K,'yr::f�'.p ; o'•i'~:,,,RF'`"JiE! N� ,a ) WP G. Z, Q �3 d pE\P. �\�G s NEwi DEEP RAM 1�N c rn // Z TYG / •*P M ,Md, 1,°; , ; _ .;_ '�1".rti:;•.,1.!.-•.';;�wJ�:"..°�'`:. SITE PLAN DRAINAGE CA LCULATIONS: O d ppk LP. - LEECHING POOL `E ��ST. = SEPTIC TANK GPE ROOF AREA BUILDING #1 CB. CATCH BASIN 6 BUILDING: 63'x 83' = 5,229 sq/ft FRONT PORCH: 23'x 5 - 115 sq/ft RAIN WATER STORAGE TANK GR JR s HALL / PORCH: 20'x 18 360 sq/ft AOA t` W TOTAL ROOF AREA - 5,704sq/ft ..r V M� 66° ✓'s�'-;;�-3�,•`.'>n:.wf_?'.,,;.•:�:;}::�;.,V:�'.:�.�',;:�•:Y"��'ry.::,:�:=.g�1.�s.�r'.-i-<'*�,:,:',,,;AY,::•''it"•,:.':/:i: ,� ^a-�_ P PN.r1 11` n ED M PE ENGE�1STING \,{.r•`,,�;'.i,A a..!., r 0 KS ,/�/j -p•C�'" V/� � y,�`.'.-h'i`I�i-"';2 RpE G3S,OeP 1 V = AxRxc GONG' -A _ 5, 104 sq/ft ql ��w11 ry¢L N�,nOCK R = 2" RAINFALL 17 ft �O z j o 1NG 2 � .0 GK N ENG C = COEFF. = 1 .0 O Q NGE �1NG ' r"`' ^x i? • >`; ., x�c: A'; y">` 2 D PPR GOJ I OPD gRl 5 v P "+` S�Pg NIBS 6' V = 5,704 x 2 x 1 - 951 c.f. o -� FE IC : i N Q , J •nrw.. A- 'l^w�,,:: Cy"y: p55P G 6 IGH w : i 5 R .�, : �,�, � G G H P Lr, N P UMPSG OSED `-fo S� 951 / 68.38 VERTICAL FT. / FT. = 13.91 V.F. � D E EN ENG �'. ..� X03 j �• 0 � EINGE r /�/� cz) VN1TN g�DG / E/� ESGPP 6 USE (2) 10' DIA. POOLS 8' DEEP = 16 V.F. Eq ,1 GPS P)RE P F o 1 PLxO STE a RO ROOF AREA BUILDING #2 BUILDING: 76.7'x 26' = 1,994 sq/ft N aq 8' �L�G' m �� Z w V = A x R x c S I� A = 1994 sq/ft L W W G E N� R = 2" RAINFALL = .166667 w Q Fo p N DSGPP LL C = COEFF. = 1.0 0 0 1 7 .1 G "D0.9'E 1-0 V = 1,994x2 x 1 = 323 c.f. D SIOIN W RAILROAD CD �- -1--I 323 / 68.38 VERTICAL FT. / FT. = 5 V.F. DE�PP IDPTED COVER LOCATION CHART _ o COVER BUILDING LOCATION BUILDING LOCATION SEA TOW �� SEA SPILL " ` LANDSCAPED AREA USE (2) 1O'. DIA. POOLS 4' DEEP - 8 V.F. w m =_ / 8� G� AND DISTANCE AND DISTANCE _ a• ° g A-G= 43'- " B- = 59'-4" EXISTING BUILDINGS ROOF AREA BUILDING #3 a U o � " H A-H = s '- B-H = 0'- " CORPORATE 0 NEW WALKS O E I A- = 10"1' B H = 67'-10" 1 1 = [/0 S BUILDING: 70 x 40 2 800 sq/ft E A_� = 7 •_B• -j= 59'- ^ HEADQUARTERS f E s GMF K A K= 78'-Y B- K= 66'-B" NEW STRUCTURES - - 1^1 L A-L= B '- " B-L= " BOISSEAU AVE. N-1 B-N= B'D" C, ry= 49'-11" �. SOUTHOLD, NEW YORK. c F N= 4 '-7" C-N= - " B-C, s '- " = 50'- " PRE-EX. LOCATION OF V = A X R x C P E-P- z '-7" F- P= " PRE-EXISTING TREES E- _ •' F- = i '- " �� WITH MIN. OF 6" CALIPER A = 2,800 sq/ft R E-R= 7 '-6" E-S= ' F- _ ,2 " @ 3' HEIGHT � '_7" RAINFALL = . 166667 T E-T= 70'- " - F-T= '-3" U E-U= 42'-9" - F- = 55'-11" , v, E-V1 = " F-V1 = 39'-0" 4' ARBORVITAE G= COEFF. = 1.0 V E-V2= '-8" 34-!2" W E-W= '-3" F-W= x, -x, = X1 17'Q - - - - - V = 2,800x2x1 = 467c.f. i X2 C-x2= D-xz= 1s'- LIGHTED SIGN DETAILS ( } HEDGE Y D-Y= 30'- "" E-Y= 81'- " - "``w`.,�'---'// - ZZ E-Z2= F_Z2= 'E" 2' S' O 467 / 68.38 VERTICAL FT. / FT. = 7 V.F. z O > a TOTAL SQUARE FOOTAGE OF STRUCTURES VS. PARKING REQUIRE USE (2) 10' DIA. POOLS 4' DEEP = 8 V.F. ¢ W o C5 ^ CAST IRON FRAME & GRATE - CAMPBELL FOUNDRY PARKING O z' a w o c0 TRAFFIC COVER SPACE USAGE_ SQ. /FT. CALCULATIONS NJLATIONS SPACES PARKING AREA #1 z �] � 2 z m 2" WEAR COURSE TO BE PITCHED BUILDING FLOOR RF�UIIt-E'D_ '- off., 10' DIAMETE TOWARDS DRAIN COVER. 611 -' cn BASEMENT 15,40., 3q/ft zz c> z n FINI7N = Z" WAREHOUSE 2 959 s . ft. I per 1000 sq. /ft. 3 , W - W 1 MINIMUM 1 MINIMUM � �� f l TOTAL V = AxRxc o > zOv, 4,920 sq. ft. MECHANICAL/HALL/BATH 1 961 s . ft. NA 0 O -, z FIRST FLOOR BFFICF 1 800 s . ft. I per 100 sq. /ft. 18 A = 15,400 sq/ft w 00 000 v�� INU TOTAL - R = 2" RAINFALL = .166667 ft < I COU 7E 4,920 sq. ft. BREAK ROOM /HALL /BATH 3,120 sq. ft. NA 0 #1 PROPOSED OFFICE C = COEFF. = 1.0 AND WAREHOUSE, SECOND FLOOR OFFICE 2,358 sq. ft. 1 per 100 sq. /ft. 24 O ° L„ �� G� E cc INCL. ADDITION TOTS BALCONY /HALL /BATH_ / V = 15,400 X 2 X 1 = 2566.7 C.f. MIXED LOAM BETWEEN BUILDING 4,900 sq. ft. CONFERENCE ROOM 2,542 sq. ft. NA 0 u n n n m o 0m o 0 0 ❑ ❑� ❑e 6;;:a'(AC311;fcG.' ' ' - ------- 1.0' #1  - - N ui co to rol to l�orntn `° 00000000000 ❑ ❑ a ;7 'I :U BROWN SILT ML THIRD FLOOR WAREHOUSE P q. 2 2567 / 68.38 VERTICAL FT. / FT. = 37.5 V.F. ❑ o TOTAL -- 2 000 s . ft. 1 per 1000 s /ft. N N O o N Nn O o ❑ O 3.0' 4,800 s . fr. ATTIC 2 800 s . ft. NA 0 n n n n d t � * a d 5mr 4Nr - 1OTAL sQunlq USE (4) 10 DIA. POOLS 10 DEEP = 40 V.F. 0 0 0 0 0 0� 0 0 0 00000000 ❑ ❑� ,: 19,540 sq. ft. o ! 141 1 1 FOOTAGE,BLDG.#1 0 0 0 0 0 0 0 0 0 0 O N N n 0 0 0 0 ❑ D #2 PROPOSED BASEMENT PARKING_AKING AREA #2 ❑ ❑o L g� WAREHOUSE TOTAL 1,680 sq. ft. 1 per 1000 sq. /ft. 2 14,000 S /ft - o 0 N n n N n n 2000 - 000000 INCL. ADDITION 1,680 sq. ft. Sq /ft FIRST FLOOR V = A X R X C -� o SAND / GRAVEL BUII,DING TOTAL WAREHOUSE 1,839 sq. R. 1 per 1000 sq. /ft. 2 -'-"'g I _ #2  L839 sq. ft. A = 14,000 sq/ft } ; o N o s, PALE BROWN FINE TOTAL SQUARE R = 2" RAINFALL = .166667 ft N Y m - { A? 0 GROUND WATER TO COARSE SAND SW FOOTAGE, BLDG#2 3,519 sq. R I o I 0 N - C = COEFF. = 1 .0 o r I m FIRST FLOOR `3 P: #3 PROPOSED TOTAL WAREHOUSE 2,800 sq. ft. 1 per 1000 sq. / ft. 3 V = 14,000 X 2 X 1 = 2,333.3 C.f. WAREHOUSE - +@ �" s. o = 2,800sq. ft. _TOTAL SQUARE 2 333 / 68.38 VERTICAL FT. / FT. = 34.12 V.F. ts DRAIN BASIN DETAIL CURB & PAVEMENT DETAIL zsoo5q. ft.FOOTAGE, BLDG #3 4 T COMMENTS: - - TOTAL TOTAL 1 NOTE: THIS BUILDING AND ALL ADA NO WATER ENCOUNTERED. LOADING DOCK 696 sq. ft. 696 sq. ft. NA NA USE (4) 10 DIA. POOLS 10 DEEP = 40 V.F. SIGNS AND RAMPS TO _ REQUIRED PARKING 54 LA�.DSCA1 �; LIGHTING BORING AT STAKE TOTAL NUMBER OF RE CONFORM TO CHAPTER I I LANDSCAPER LOUVER LIGHTS (THREE TIER) ADA RAMP DETAIL TEST HOLE DATA PREPARED BY McDONALD GEOSCIENCE ARE TO BE USED FOR LANDSCAPE LIGHTING, LOT SIZE: 77,070.71 sq. ft OF THE BUILDING CODE OF BORING DONE ON 3!17/03 PARKING SPACES 4g INCANDESCENT, (MAX 100w) TOTAL NUMBER OF PARKING SPACES AVAILABLE r_, NEW YORK STATE AND SOFFIT LIGHTING ON BUILDING - HANDICAP SPACES z 1998 ANSI Al 17.1 BLDG. #1 (incl. addition between bldg. #1 & bldg. #2 5,060.0 sq. ft. a FIBERBOARD SOFFIT LIGHTING TO BE RECESSED TEST HOLE DATA BLDG. #2 (incl. addition between bldg. #2 & bldg. #3 2,546.0 sq. ft. TRUNCATED DOME EXPANSION JOINT LIGHTING, INCANDESCENT, (N4AX 75 w) EXISTING BUILDING "E" TOTAL SQUARE FOOTAGEIN Vs. PARKG_RE_QUB2_EMEN_TS BLDG. #3 2,800 sq. ft. PROVIDE SMOOTH DETECTABLE N.T.S. _ _ TRANSITION WARNING RAMP AT 1:12 FLAG POLE LIGHTING TOTAL BLDG. "E" 9,491 sq. ft. WITH NO LIP MAX. SLOPE 1:10 MAX. SLOPE FLAG POLE LIGHTING TO EXISTING BUILDING E 9,105 sq. ft. WAREHOUSE 1 per 1000 sq. / ft. 10 LOADING DOCK - - 696 sq• ft. BE RECESSED UPLIGHT 593.00 sq. ft. or 26.72% N TOTAL LOT COVERAGE: 20, INC -IDESCEI- - (MAX 200n•) TOTAL NUMBER OF REQUIRED PARKING 10 a SIGN LIGHTING WALKWAYS: 1,717.0 sq. ft. SIGN LIGHTING TO BE SIGNLITER SERIES , PARKING SPACES 11 r--i 4" MLN. COMPACTED DOWN LIGHTING, FLUORESCENT, (MAX 80w) TOTAL NUMBER OF PARKING SPACES AVAILABLE BT BUILDING TO BE REMOVED 2,380.0 sq. ft. GRAVEL BASE 6 x 6 WWM AT MID DEPTH - _ - _ HANDICAP SPACES 1 DRIVEWAY & PARKING: 36,917.00 sq. ft. OR 47.90% C.4 DOOR LIGHTING DOOR LIGHTING TO BE WALL MOUNTED, LP.NDSCAPED AREA: 19,558.00 sq. ft. OR 25.38% 0 r P RAMP MIN. WIDTH 5'-0" INCANDESCENT, (MAX 100w) SEE OWNERS PROJECTED FULL OCCUPANCY STAFFING LEVELS FOR REQUIRED