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HomeMy WebLinkAbout1000-63.-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• 412 X 1 1/4' S.D.S. - #12 X 1 1/4' S.D.S. INSIDE CLOSURE #I2 X 1 1/4" S.A.S. #14 X 7/8' S.A.S. W/V - - (SS) - w/ R➢PE SEAL ON RAKE ANGLE (1'-6. O�G7 - - TOP OF CLOSURE - DOOR JAMB TRIM TR14D w!(2) I M 7R06 ROOF P PANEL TRIM ROPE SEAL I H14 X 7/9' S.D.S. . I (3 0 OC.) CSS) TRD42 @ 13' .IATiB .!MALL PANEL _ PANEL ........ ... _._. ............. _......... TR043 @ I0' JAMB - HEADER I _. ..... ........ __. '.."..^.—N-_7 ._._. ............_ .__._ VALE. PANE CIF RER'D7 _... ROOF PANEL' ...._. _ .......... ........_. - .._... I ....... TRIM TR120 E I7UTSIDE CL➢SUR E - #12 X L 1/4 i #72 X 1 1/4' \ S.B.S. S.D.S. TRIM TRU60 I #12 X 1 1/4' TRIM TR040 O.CJ I S.D.S. 1 1 #12 X 1 1/4' S.D•S. CORNER #14 X 7/8' S.D,S. �_ I 1-— — — — - _�. (1'-6' D.C.) INSIDE 414 X 7/8' S.D,S. #14 X 7/8' S.D•S. CLOSURE (1'-D' O.C.)(3 > I (1'--0' O.C•7 I - TRIM TR020 TR042 E B' HEADER TRIM TR041 #14 X 7/8' S.D.S. EAVE STRUT #12 X 1 1/4' S.D.S, i TR043 @ 10' HEADER (1'-0' O•CJ I WALL PANEL -�- (IF REWD) - I - - . - - - - - OUTSI➢E CLCISUR£ I"` WALt PANELSIDEWALL-. PANEL Trirl_1 DOOR JAMB TRIM Trilt_2 HEADER TRIM Trir1_I6 GUTTER TRI�1 SECTI©N Trir1_35 RAKE TC�IM SECTI❑N Tri —3-39 CGRNER TRIM SECTIQN RODF PANEL TR140 RIDGE CAP (FAV TR080 (GUTTER STRAP TR060 EAVE Gt1TTER7 @ 3'-D' I7.0 TRI`rd CLAVE GUTTER) #14 x 7/B' S.D.S. - - - - ROOF PANEL #14x7/8 - S.D.S. (TYP.) - TR120 (SS) 0 TR10SL TR101 TR324 PO' RIVET - (DOWNSPOUT) (TYP.) TRO80 DECAL- - _ - TR104L POP RIVE (TYP.) - ENDWALL SIDEWALL CAULK (CORNER DOX) PANEL PANEL TRI05 TRO20 (GUTTER END CAP) BUILDING CORNER DETAIL GUTTER END CAP DETAIL GUTTER/DOWNSPIJUT ASSEMBLY PEAK DETAIL 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:DLS Date: 8/27/03 Defailer; Date: Office: Job No.: Checker: Date: Office: 4604 TRW DRAWINGS sht. E11 of t 1