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HomeMy WebLinkAbout1000-96.-1-1.4 (2) P�/ �O, PjOe o Q ' GO n ° ° SET / / MON mw4 C.L.F. R 2S 00' ° - 1.8'E L = 36.60 eF \ / p 56&' 0 0 EE5 3 \ 6 OO�RO�� � N"tip "i�i� !"�✓� � V. a 15. 41 / ,,., � els (�Y u,.-r'• ' moo. /° mp 6 v �- fi"- � sm 1wa s• � \ ,Ph SET \� 1 + G• i Q. B° PFF FnLO MON .o9e I y�''`' / +yF,p ck��ti I SFC C' ell" 22 \ O'er/ ` �q �n a\ 1 a R, N � \S. Oto n,> o O es ti w ww LOT No. 4 \ 133,594 S.F. ° o�� l p. �4; \° SETON "� w e / )• p. 1 p. . \ am \ mac. G2 vV' wyA \ \O ¢°/ Of q•/ \ o?' ? o/ SET o• MON Y<1 OP �2y j ofo �s O• '?o O�'1'c neo e'op / \ y \�, Q4ti4t g•/ 1 yj \ G y ��J 4• �� / \ �C`gIBL,Ls�i m/ oew�Ta o/ Jy9 / ! 0 \ •iRIO'tinGO�JOry a \O 4- .0. AP �` c a°jJ?'1'o / \ /0 0 `4� ! \ P/ o 10 o / ¢• 0'. 0 6��' ^O X90 \ O/ Oy APPROVED AS BUILT 0 Chairperso lP \ Jeyya / Date ` p 0. / LOTS TO HAVE NO ACCESS TO MIDDLE $UR JEY OF o � �Py �! / ROAD (C.R. 4B) OR DEPOT ROAD LOT No. 4 MAP OF NORTH FORK INDUSTRIAL PARK v ��� j/ FILED , ANUARY 27, 2005 FILE NO. 11215 \ SE ��s"R .1 KENNETH H. BECKMAN. L.S. SITUAT"'D AT MON oP� �\Op I I,,, `'-, � CUT(,HOCaVE / Surveying and Land Planning SOUT TOLD DIST. 1000 SUFFOLK STFOLK 1000TY TAX MAP / 1814 Middle Country Ree D SUFFOLK COUNTY SECT. 096 ' / UPDATE DRAINAGE 10/27/06 Ridge, N.Y. 11961 BLOCK 01 FINAL ON SECTION 1 10/20/06 B06-10486 (613) 345-9427 NEW YORK LOT PART OF 01 / FOUNDATION LOCATION ON BLDG. 2 08/24/06 BOB-10344 FAX (631) 346-9429 FOUNDATION LOCATION ON BLDG. 1 @ 3 08/16/06 906-10322 SCALE: 1" = 30' DATE: MARCH 04 2005 JOB No. 1304-8890 DWG. No. BBl-6564 15- 0" (FIRE : ATL' 1 6" REINFORCEDILC-0" (ENTRY vlt'-) n EXPANSION JOINTS CONCRETE APRON iU81_E SWING -ATE 1 1/2' W/ 6"x6" 6/6 NWM 12" PAVED � / 4'-0° DRIVEWAY I \ - i C.I. COVER � � I RAI 4'ri?, e0e 7Ii SECTION A-A FINISHED GRADE / N OuOtllD IEVEE I OF AVEME T Isio,E 1e• EXPANSION JOINT a� ��O Y 1/Y PER fT - CROP TEE -- GATE / `- - of CONTRACTION 8'-2" x 4'-8" a JOINT \ �-ExPANSION CHAIN LINK FENCE GATE O JOINT SEPTIC TANK DETAIL F / 1 in \ 1-1/2" 1-1/2" ASPHALT !, O�Q/ 1000 GALLON TANK) C o \ V,vO°� SFA SOP° G EXPANSION MIN. Al TH 24' EXPANSION q< ° °r FPV� / JOINT ° JOINT ° o MIN. WIDTH 30' ° ° ° °BINDER ,LOURS` '° ° °�G�c�.Pa x'92 FINISHED GRADE ° A � � KEY MAP 71M/INB��UPMER 2a PLAN N�' RCA BASE COU SE ! CONCRETE APRON DETAIL ° 1 6E SCALE: 1' = 600' �NOT TO SCALER = 25.00' \ � � F� STABILIZED, COMPACTED SOIL SEE PLAN FOR SOLID TYPICAL SECTION - ASPHALT PAVEMENT APPROPRIATE L = 38.60' DOME ° °J �° -- y / \ CASTING -1\ 4" CONCRETE COVER NOTE: ) FINAL GRADE \ WHERE APPLICABLE PIPE TO BE MINIMUM F _ S\\J �P (j� / `\'e� �� R=1" 1- 2400 CLASS PIPE �: in L o � -O �Q / his\\ .O \ GIP,ADE _ CONCRETE BRICK WITH a �d� 300 SO, FT. P�° ° P��g52 ARE4AL �' ���, ��--\ASD o : #5 BARS 0 6" EACH WAY AR �0 MINIMUM u °� ° I \' 1A 0 c,+ \18 ADIACENT L. �e \ 4 �� °j�°G � �, �"�yP /�/Q\ OA ��� /R•Ef \.D„ \ m �PAVEMENI I PVC PLAN &F DRAIN STRUCTURE �� fly \ N-12 A25 _ _ SCHEDULE FOR MORE INFO. P F e'-0" DIA. (TYPJ 6 ° oJO��� �• P, °P ��'� �' >:° `` A ROLLED ASPH. CURB DETAIL ' I STORM '` O r Y w RING COLLAR IALL DE SAROUND GRAVEL 2' MINIMUM ��\rO\ \ w . TO GROUI�O WATER ° hl q�w D,,p� \ D,\. �Q��(CxW .\ ' r / o .] \ SANITARY LEACHING POOL D \ / ° \ ��� y- • J ENTIRE POOL TO BE IN CLEAN SAND AND GRAVEL .�0 6'• Q\AOpeS,\\,\l �� \--\ .lL A �SA�O,O 192��)O s WITH A 3' MINIMUM COLLAR A ,.o \v ,(1x w� .• ' C �J • \7� `Y (`/�t>'s / � � s.� � GROUNDWATER ',wv �` . .. �,=0 : 1 \_ rR QG' J ✓o ey\\arc o .: ° P T�2T a I \ S \t�0 yG�iti O�lr2 -T �o• a A "� e �0 �ti o DRYWELL ° st s' F � °rLkti Teo ° , G� oaTo \ ° o y+S'��1�' A/ J av \ �Ro �G/� ,� y�9 s�r SITE LIGHTING SPECS. C� �, C�-F` ? �• tpJ \ b \ � \- ��lO/iJ, 2 O Q'' // °G WALL MOUNTED LIGHTS pA KING LO LIGHTS \ / o �Q/y , J c 's }��F� �� TyJ USE: P \ \ `9.6+, 'ATF �-'� ( • L-� A / 'C7• `���` y / �l COOPER LIGHTING COOPER LIGHTING .1 �,-/ s O t� ( • \ (n '1' Y "9/ Q EML-250HPS-MT-3S-FG-SO-FL SERIES - GR 250 HP \\ J .O 6 250 HIPS LAMP EML-Z50HP5-MT-SL-FG-SO-FL 11 J L -9C .0• / I \Q/(v --( �! ' \A \Q/ ,- , (, 25000 LUMENS EML-250HPS-MT-4S-FG-SO-FL-HS -\C\ 2 WALL BRACKET //VA6001-BZ EML-250HPS-MT-4S-FG-SO-FL Fs I �7 % / V\ / �, \ 7 hS \S LLF .B1 RATED AT 5Ml8N LUMENS \ TCR 1 P� \yA °(LOj ^�~j 6s \\ 2SCCC� ` / , ,�.�i. \ Os,� J C� yds �I,� \ F� POLE $ARX5MI BNBZ-4 W/BRACKET �`VA6001-BZ SQ eA' D 1.O PROP. �I ID J p� ST+ c'TO \ �B a fs psd s ° C< OP. Fs S.T. 65 ��tS� T � R h" EXP. \ y T O /Q PROPOSED PP Aoq PROP. y y Ip �o CAO C CONC. APRUIJ \ _ Q�a v �'° +• \ '/ ��•/ys'? A�TIQi`� o 6' P ��, ti P� A / �s -tea • \' F +� J c 9 �f •� ° O/Q5 l / �,+ o �6+P(41�4) \\ R`'A 7 A / oo' �o -�� `' rj �. J ` A ° .� / I PROPOSED \ J I �i J �� 1 F v� o< SIGN TO J + /�G / �xTJQ \ �� o\ o S n AO TOWN OF 6 + \ G X IIII 7� O� C �P� i� �\ L 4. 9 SOUTHOLD �> <\,y�A �\Q . \ 11 N\. O G � \ NLS -R- f • 1`C yO ` o SPECIFICATIONS °o x �' J / ° ? r PROPOE�'D`- P° �T Y I f \ 15' FIRS �, e o' GHQ �F' 011 1 `��� ` a r / Fy IV Q ' GATE ee° g y p c� ♦-� v S . y ° °� , .r.' SPC`° I \\ 6 p1s� Ir• \ DRAINAGE PHASES- - - � ( I � /`� � kN� /PROP. PHASE I \ TG 41.4 YD �- �� \/ N\� /f•' 'I,- \ I k��� S ,v <1/, INSTALL SYSTEMS 1,2,3,9,10,11.12 & 13 A/\ 7000• /` yy.' �. ' + +1/�- FL �iP°LF y PHASE II \ _ , /ND. ° CF 01 / Q h K�/�° �1 - '�� to y W N y E INSTALL SYSTEMS 4,5,6 & 8 - \ l� D SECT y PROPOSED PHASE III R�E AR QP�� / / }r ( ?JCA ,70? o. z� / y TN '� + GATEIR INSTALL SYSTEM 7 tk� W/ C�P /\ , 1 / ) I s v�r� ��II �y PHASEINSTALL SYSTEMS 14,15,16 & 17 O O �A� �\,P� / / o /r� \\ I �`S•�ix}\ �' y +� y y PHASE V \ /\I ° ll' \ '174 \ y y ALL DRAINAGE HAS BEEN INSTALLED J�7'ST. TIO, 8 \ / s // �/� I O\\ \\ \\ 0,1 pct• r p1 v / y --' y \ ,Vp , O \ q( EL.(40.0�; / / c�/r �\/J�� ,�� ll ���L o /�' f�, II % y y % o y DRAINAGE CALCULATIONS \ \ I S Nonj r/ 'i /� / SYSTEM NO , \� •, O_ A / T" ° + 'L(n^ 11'y -" y + / -V y y \k / PAVT. AREA = fi840 S.F. x 1007 x 2/12 = 1140 CU. FT. \'q\ /�� // .�' •��/� \ R\ 7 A /mss �/ ` 6,! I �\ y `V GRASS AREA = 2600 S.F. x 1DR z 2/12 = 43 CU. FT. I N •C, / \ / y y TOTAL REQ. CAP. - 1183 CU. FT. \ ,p °'601f • -� Q �/ / y �V USE 3-8' DIA. 10 V.FT. = 1267 CU. FT. ACT. CAP. \ Y° \-� s/'� -I \ -V / �// y y SYSTEM N° 2 NO� 2s\, ( • �\ X90 �()" \,J< ?S+ SpCi4y Y!/!r� ,V y y y PAUL AREA - 2315 S.F. x 100% x 2/12 = 386 CU. FT. \Y IV y � / / a0^ ROOF AREA = 6100 S.F. x 100% x 2/12 = 1017 CU. FT. \ .(IIa\ i\ ' p � �\� �A�STrIO ff O S� I \ ��`<. x+`55, Q' y y /0 -V IV y y Q TOTAL REO. CAP. = 1403 CU. FT. O IL.\ •J 1 USE 3-8' DIA. 12 V.FT. = 1521 CU, FT. ACT. CAP. '� \ \ J ' (�, F p\ r O (� ��� °�C /G `al's - �y + y `V y y SYSTEM NO 3 \ �CA ,�h / \�A7 Oj\ ��\ ^0. , /�'p� /`�• �i""\�li y / / J/ y / PAVT. AREA = 2200 S.F. x 1007 z 2/12 = 367 CU. FT. \ x \ y ROOF AREA = 4325 S.F. x 100% x 2/12 = 721 CU. FT. ��n, A \ `p.\•Gj .D /P� y ✓ y /+� y/ y y / pc0 TOTAL RED. CAP. = 1088 CU. FT. �O. 9iJ1,0 -r\\\ NO' A Q� \ J / y y USE 2-8' DIA. 13 VFT. = 1098 CU. FT. ACT. CAP. R y\ \\ /'� k1� \ A�R2 �4•�� N TOQ 7°' y a15 M NO. 4 LEGEND \ /���F, h`;�• 'Q- °' /+ y y IV G PAVT. AREA = 1950 S.F. z 100% x 2/12 = 325 CU. FT. ��//, G D'G '�� \ '� / \oO Q ( \ /yQ y �' - y ROOF AREA - 3000 S.F. x 1007 x 2/12 - 500 CU. FT. ��\ \�'� �' 'I� - OT N O. y4 TOTAL REQ. CAP. = 825 CU. FT. , \ ° 'LL '% N USE 2-8' DIA. 10 V.FT. = 845 CU. FT. ACT. CAP. PROPOSED LANDSCAPING FTSA \ \ A /�� \`/� / y SYSTEM NO. 5 o J \ A � � so / / °/1 ,33,594 S F y / y by PAVT. AREA 2000 S.F. x 1007 x 2/12 = 333 CU. FT. WI' PROPOSED WALL LIGHTS NO°j �'�1�,. �\ �\ RJ / ,A ss / /� I v y y y \� as IV Q y ROOF AREA = 3000 S.F. x 100% x 2/12 = 500 CU. FT. \ 2�� \\ G�/ ° s •p, �J I \ ,, G \`� / „ UI / TOTAL REQ. CAP. = 833 CU. FT. PROPOSED SIGNS �i. l9 A \ \Q/C�/�-\\ Di /y I,I///'' J' k✓ y y y USE 2-8' DIA. 10 V.FT. 845 CU. FT. ACT. CAP. PROPOSED CONC. FILLED BOLLARD LP'/ s T� \= \ �Cb \ 2s + \ Q/�� , '%11\` - /O SYSTEM No. 6 !� sr �a \� .,<.'�� OG� �� p .,,y s� y y /j y/ y y PAVT. AREA = 10,135 S.F. x 1007 x 2/12 = 1689 CU, FT. J .�R, T�0 .A� ON `�'�+� < k,\. O G� y y '�UNDERs1aNED.eupG�,A SOVfnMONOLD OW NCODGE PLAN ROOF AREA - 875 S.F. x 1007 x 2/12 - ,46 Qq. FT. SANITARY CALCULATIONS \ \\ , ti,r O , �O, g\/ P y y y y IOe'739�m,A'ChWfOIOEDIOILS THA T1iE CONDITIONS OF 71M SITE PLAN TOTAL REQ. CAP. = 1835 CU. FT. J ' (,, ( � 1 y '�' R+� !�^LtieylS66 CO ONsoNRfiD.40�HnoN) USE 4-8' DIA. 11 V.FT. = 1858 CU. FT. ACT. CAP, p N FLOW O �� +/ t I y SEr ( /Y% Of AP DATED 1' ° �\ i\ RO s \ / -- Q`paV ��' y I\� y + (<��/ y y y e1.PwsEeRwffu,Hae / l`' G" i ;', SYSTEM NO. 7 AREA OF SITE = 3.0659 ACRES R /'r A/ �`S'� '% y v / o �p7 PAVT. AREA = 3000 S.F. x 100% x 2/12 = 500 CU. FT. ARTICLE 6 ZONE DESIGNATION = IV '�° �y S,° \\\\ I \ '� y 07�1F7� JAI ROOF AREA = 1800 S.F. x 1008 x 2/12 = 300 CU. FT. ALLOWABLE FLOW PER ACRE = 600 G.P.D. ` O y / R � J I TOTAL REO. CAP. - Boo CU. FT. DENSITY = 3.Ofi69 AC'S x 600 G.P.D. = 1840 G.P.O. TOTAL ALLOWABLE \,�O / \ rya S ��J\ ASR 1 0 / I \��//11Q� I \ J' y r„Y� �J y ly .1 / O� n x°RlzEo em nrurse rma nnTe " USE 2-8' DIA. 10 V.FT. = 045 CU. FT. ACL CAP. DESIGN F OW - N \ \\ ti\ / UIT0,, R by / y �� y /` / SYSTEM Na B _ / /��/ '\ y yl 00 V y y APPROVED BY PAVT. AREA - 4246 S.F. x 1008 x 2/12 - ?08 CU. FT. OFFICE SPACE 21BEDROOM APT. 902 S.F. = 225 C.P.D. 'I\` TOWN OF 60DTf30LD PLANNMG BOARD ,N'lll GRASS AREA = 12,000 S.F. x 10% x 2/12 = 200 CU. FT. C'P ( •� O �/v +\ �\ \ - -/ y IV / / / ! TOTAL RED. CAP. = 285.7 d.P.D. O \� y y y TOTAL RED. CAP. = 908 CU. FT. SEPTIC G,O SYST. No. NOS / \��/ yDATE USE 2-5' DIA. 11 V.FT. = 929 CU. FT. ACT. CAP. RED. P.NK 285.7 G.P.D. x 2 DAY FLOW = 571.4 G.P.D. y y cvc,FM N° 9 PROVIDE 1+4.67x8.17 4.5' LIQUID DEPTH = 1000 G.L. CAP. '/19 t� l D.W. EL)(40.4) ( /�Q / y y w /+� y G d o �� al X A ORI2ED SIDNATUM � 111L.-� /'- PAUL AREA = 2000 S.F. x 100% x 2/12 = 333 CU. FT. T j O�C C/• \ \-�'•• SII �S \\/ y y `v' y /� NOTE;The approved site development plan Shell be valid SOC GRASS AREA = 5000 S.F, x 107 x 2/12 = 83 CU. FT. IFACHING POOL /' ,� / IV 'yI//�" �/ I y '',� / apetiod of three(3)yeat6 om a Dfapprov as per TOTAL REO. CAP. 416 CU. FT. REQ. SIDE WALL = 285.7 G.P.D. + 1.5 G.P.D.x+.F. = 1'10.5 S.F. �/nlp 20 \ �� ,�4U� 0 + + y y code Section 100-255. USE 1-8' DIA. 10 V.FT. - 422 CU. FT. ACT. CAP. EFFECTIVE DEPTH REQUIRED 190.5 S.F. + 25 S.F./V.F. = 7.61 V.F. �\ /T-� y� \ \ �`��01 /� Q`.. / y y SYSTEM NO 10 USE 1-8' DIA. 12 V.F. EFFECTIVE DEPTH y - PAVT. AREA = 3330 S.F. x 1GG% x 2/12 = 555 CU. FT. N` ~ 9i`��(i \ �� \\ ��R/ `•����� / y y -V y V ROOF AREA = 3540 S.F, x 100% x 2/12 = 590 CU' FT. SITE DATA /�9F �/- O� \ /p V` ( - TOTAL REO. CAP. = 1145 CU. FT. S ,p \ G�X/ Q• / ,r/ y y *- TOTAL '� y/+ y \OO,\ Y y \ -Y ^/ OPO/ USE 3-B' DIA. 10 V.FT. = 1267 CU. FT. ACT. CAP. AREA OF SITE 133,594 S.F. -9 SYSTEM NO 11 ��i \o-`��\\ /�/ y (O / - V r �so1L pAVi. AREA = 2050 S.F. x 100% x 2/12 = 342 CU. FT. AREA OF BUILDINGS INCL. OFFICE & APT ?8.3 5 S.F. OP \ ( • ' / y y +' y / <z ,\El, ROOF AREA = 3735 S.F. x 100% x 2/12 = 623 CU. FT. PERCENT OF LOT OCCUPANCY 3,799 S.F. OR 2.8% \ \\ 'h / IV y +� �' y y y `( a ISI// r , vY TOTAL REQ. CAP. = 965 Cu. FT, AREA OF LANDSCAPING 39,568 S.F. OR 29.6% \� ' 'I1\' y USE 2-8' DIA. 12 V.FT. = 1014 CU. FT. ACT SAP. AREA OF BUFFERS 52,302 S.F. OR 39.1% (� \ �/y y SYSTEM No 12 AREA OF PAVING +` y y y y y \ 7Y ✓ +M AREA = 2000 S.F, x 100% x 2/12 = 333 CU. FT. SCHOOL DISTRICT MATTITUCK ' Sj \ / �/ �$ / / O pAvi � \ y +�� y \ y �' I HEREBY CERTIFY THAT THE WATER SUPPI,� (5) n![� ' � I ( ROOF AREA = 3585 S.F. x 1007 x 2/12 = 598 CU, FT. POSTAL DISTRICT CUTCHOGUE 01 �+ y O TOTAL REQ. CAP. = 931 CU. FL WATER DISTRICT SUFFOLK COUNTY WATER AUTH. N N \ / y / y y N AND/OR SEWAGE DISPOSAL SME OR FE 11TH sA & USE 2-8' DIA. 12 V.FT. = 1014 CU. FT. ACT CAP. FIRE DISTRICT CUTCHOGUE R / i y i� 0' �\ / PROJECT WERE DESIGNED BY ME OR UNDERe M ft vEL -o y y / G SySTFM NO 13 TOTAL PARKING REQUIRED 47 SPACES y �' y ,�Q / DIRECTION. BASED UPON A CAREFUL AND.t( pgvT. AREA 2360 S.F. x 100% x 2/12 = 394 CU. FT. TOTAL PARKING PROVIDED 88 SPACES + y 'V IV / c� /� THOROUGH STUDY OF THE SOIL, SITE AND � M Ell_ GRASS AREA = 8800 S.F. x 10% x 2/12 = 147 CU. FT. LI ,� y y y + y / GROUNDWATER CONDITIONS, ALL LOTS, AS ' l � TOTAL REQ. SAP. = 541 CU. FT. EXISTING ZONING MINI STORAGE / y y / / m USE L R DIA. 13 v.Ft. = 549 cu. FT. ACT. CAP. USE /� y -V �' ° 'S PROPOSED CONFORM TO THE SUFFOLK CORFU T, 09 y '%'I\\' V i/ ro /p� DEPARTMENT OF HEALTH SERVICES CONSTUC, SYSTEM NO 14 - \ / y a y a PAVT. AREA = 2340 S.F. x loon x 2/12 = 390 CU. FT. ESTIMATE OF QUANTITIES y y y y T �a � y / STANDARDS IN EFFECT AS OF THIS DATE. ROOF AREA = 3340 S.F. x 100% x 2/12 = 557 CU. FT, y y ^(,f,0 GRASS AREA = 4300 S.F. x 10R x 2/12 = 72 CU. FT. \,V y / ! '1x TOIL RED, SAP. = 1019 cu. FT. COBBLESTONE CURBING NONE y y / -' - T HOLE \ y IV / USE 2-8' DIA. 13 V.FT. = 1098 CU. FT. ACT. CAP. CONCRETE CURBING NONE \ �O >tIV y y 1 / SIGNED GYCTEM NO is ASPHALT PAVING 52,302 SO. FT. \ y - PAVT. AREA = 2100 S.F. x 100% x 2/12 = 350 CU. FT. FENCING 1455 LIN. FT. N \y y ROOF AREA = 2940 S.F. x 100% x 2/12 = 490 CU. FT. FENCING LS SEE DRAINAGE CALLS. y y PRELIMINARY SITE LAYOUT TOTAL REQ. CAP. = 040 CU. FT. y y yk\e / / �P �Q USE 2-B' DIA. 10 V.FT. = 045 CU. FT. ACT. CAP. \ `V SYSTEM ' 16 PARKING REQUIREMENTS °�� \ \ y y P° ��° a QFN�1I, 1 NORTH FORK SELF STORAG PAVT. AREA = 1800 S.F. x 1007 x 2/12 = 300 CU. FT. y y �� ' GJP �� .n' yn.+AE�M�' SITUATED AT ROOF AREA = 2520 S.F. x 100% x 2/12 = 420 CU, FT. OFFICE SPACE = 1012 100 = '.G SPACES /� TOTAL REQ. CAP. = 720 CU. FT. _ D ��, \ \ \�% G� < �y�� _al�T2''*� VUTCHOGUE USE 2-6 DIA. 9 V.FT. = 760 CU. FT. ACT. CAP. APARTMENT SPACE - 1 SPACE REQUIRE y y STORAGE SPACE = 36,011 S.F. + 1000 = 36 SPACES \ y � \, � d' , TOWN OF SOUTHOLD, SUFFOLK COUNTYi`"-NEW YORK. cvSTcM No L TOTAL SPACES REQ'JRED = 47 SPACES - PAVT. AREA - 2160 S.F. x 100% x 2/12 = 360 CU. FT �/ S.C.T.M. 1000-096-01-001.4 GRASS AREA = 9000 S.F. x 10% x 2/12 = 150 CU. FT. \ ^ P' cTq TOTAL REO. SAP. = 510 CU. FT. PARKING SPACES PROVIDED = 20 SPACES �O' // YA�� � ' y PREPARED BY: PREPARED FOR: i rlli II,; USE 1-8' DIA. 13 V.FT. - 549 CU. FT. ACT CAP. LANDBANKED SPACES PROVIDED = 58 SPACES '. SVSTEM NO 18 '�' / ��� ,Z�° � KENNETH H BECKMAN. L.S. NORTH FORK SELF�STGRACE LLC PAVT. AREA = 1350 S.F. x 1oQ% x z/12 = zz5 cu. Fr. TOTAL SPACES PROVIDED = 88 SPACES \ / rn= P.O. BOX 1270 CRASS AREA = 450 s.F. x 1oR x 2/12 = BCU. U. Q °� / ,yqF�, -�1'1�, (\�� �, SURVEYING AND LAND PLANNING CUTCHOGUE, N.Y. I,� 9 2006 1 TOTAL REO. CAP = 233 CLL FT. NOTES. �.\. / / / �4u ,\' rr-9... 1614 MIDDLE COUNTRY ROAD j Ob USE L R DIA. 12 V.FT. = 268 CU. FT. ACT. CAP. "! Y-\, SUITE D I J SYSTEM NO t9 1. THIS PROPERTY ALSO KNOWN AS LOT 4 ON ( NEO' h ' RIDGE, N.Y. 11961 PAVE. AREA = 1200 S.F. x 100% x 2/12 = 200 CU. FT. MAP OF NORTH FORK INDUSTRIAL PARK. / \ \ �� � I OWNER: REVISIONS: Rw. ,4/44/os ao5-YT7 DRA�JN BY - KAK�' -'-` GRASS AREA = 400 S.F. x 10% x 2/12 = 7 CU. FT. 2, THERE SHALL BE NO ACCESS TO MIDDLE / �� / °� TIME GROUP, INC. p SCALE: 1" -20' REV. 4/11 p5 805-e890 TOTAL REO. CAP. = 207 CU. FT. ROAD (C.R. 48). REV. RZII/05 eos-eesa C/0 HENRY RAYNOR REV. 6/37//005 BD9 6665 USE 1-6' DIA. 10 V.FT. = 223 CU. FT. ACT. CAP. 3. STORAGE BUILDINGS DO NOT CONTAIN BOLLARD DETAIL' \ / DATE: DECEMBER 2001 REV. e 3 /6s CHECKED BY: KHB SYSTEM No. 20 / '�1 320 LOVE LANE 1. PAVT. AREA = tza5 S.F. x 100% x 2/12 = 200 cu. FT. POTABLE WATER OR SANITARY FACILITIES. NOT To SCALE MATTITUCK, NY 11952 DRAWING: BB1-6564 JOB No. B01-6564 SHEET: 1 OF 1 GRASS AREA = 415 S.F. x 10% x 2/12 = % CU. FT. 4. THERE ARE NO WELLS WITHIN 150' OF / �`� TOTAL REQ. CAP. = 215 CU. FT. PROPOSED SANITARY SYSTEM. USE 1-6' DIA. 10 V.FT. = 223 CU. FT, ACT. CAP. - t V 1 I I I N DAA DiGiovanni & Associates Architects N 0 R TH FO RK ■ • 2e n avenue sea cliff, ny 11579 •SELF STORAGE (5x(516) 759 - 7138 05-60 AS xstsqRO Commerce Drive Cutchogue New York p�° p t 09��°� sayr 7ato9 r• COF NEW yoFr I 5 5 U E D I BUILDING— CODE ANALYSIS i Chapter 5 - Use 4 Occu oncy Glosslficaten 311 StorageGrop S Business B -uAccessory Office o Residential R-3 - Manager's Aparment 540°47'30"E 354.76 311-2 MStorage Group Hazard StorGroup 5-1 —'x x R x x' x x x x x x x x N x —x=� ''U N 503 General Height 44eBuilding limitations 4 Area tions s 0- 15'-0" FIRE GATES r Q (TTP Por 2) m 5031e Aylpoe 15 =height00 sad building stories I X i Actual Max bullding area = 14,400 sf and I sty n 14,400 < 1"1,500 - Therefore OK ./ J BUILDING 5 star x 6'-O" HIGH VINYL Gha ter 6 - T as of construction 20Phase 5 - 4,300 sf COATED CHAIN LINK 602.2 Type 4 II - on-Combustible 51Dp b 1 Occupancy Gpp 5-I I FENCE (T'YPIGAL AROUND Table 601 Fire Resistance Ratings YARD Gorst Glass 2B I PRf�P�SED x ENTIRE PROPERTY) UON Type Ile - o hour rating for all components / I ° ice` Table 602 Fire Resistance rating for exterior walls based cin fire FL OLE with separation distance CON, FILLED INDIRECT L NG Type 115 con5tructlar greater than 10' separatlon and less than STEEL BOLLARDS x 50' = 0 hour rating equlred for 5-1 occupancy t / ONE WAY TRAFFIC o I 25'-0" minimum separation provided, Therefore 0K' / f— ,r`t x Chapter "I - Fire Resistance Rated Construction -704 Exterior walls -704.e, Allowable area of openings shall not exceed values per NJ 1 11 1 1111111 WHO 11111 table '704.5 x Table Fire Separation Distance = Greater than 5' to 10' BUILDING 4 star I 100'-0" BUFFER '704.8 Footnote g - buildings whose exterior walls are not LL Phase 4 - 6,1100 sf required to be fire resistance rating shall be permitted Occupancy Gpp 5-1 x to have unlimited unprotected openings Const Glass 2B 25'-0° I 25'-0" min separation - Table 602 required no rating therefore unlimited unprotected openings permitted and ° provided. '706 Fire Barriers - used for separation of single occupancy Into Piro areas 4'-0" IDE BUFFER 4 I 106.5.5 Separation of fire areas x Fire resistance ratan s per 302.3.3 k (TMP) ONE WAY TRAFFIC Q � "706.4 Gontlnulty g I ATION� F ` I Fire barrier shall extend from floor/telling to underside of 1 Floor or roof above ICE 3 HOUR RATED o i '706.6 Openings FIRE WALL Protected per 114 In exit enclosures and conform tD G - 1005.3,4 DENSERSx 106.11 Ducts 4 air transfer opening Conform to 111 4 '715 may) 114 opening Protectives T7_ n g 3 HOUR RATED UIL.DING star 5 hour wall requires 5 hour rated door KEYPAD FOR ° _ Cu arc Gp FIRE WALL hose I - 14,400 sf 5ECUR17Y O 02 f ccupancy G 5- x @� Provided - Therefore 0 x m P2 LOCATION OF WALL 516N ( a al sprink er s e anst Glass B 115 Duct 4 Air transfer openings GATE i I I (60 sF MA ) (SEE A-2) I Table 3 hour rated assembl = 5our fire damper _ MP5TER _ x "115.3.1 Provided - Therefore OK OCATION 20'_0" ELECTRIC CANTILEVERED 1 I Cheater 11 - Fire Protections Systems SLIDING SECURITY GATE Accessory Office x 1105 sprinkler Systems _ Occupancy Op B gy 1103.2.1 Group R re°�ulred In Ooretakiii Apartment ONLY P) 1012 Elf I I I aa- g05.2.B Group 5-1 /�< x Required If Fire area exceeds 12,0005f Fire Partition provided In Building I - Max area = 11100 sf 11,400 < 12,000, Therefore OK - NO Sprinkle� requlred throughout bulldro 903.3.1.3 NFPA 13d Sprinkler system permitted In and 2 family 550 SAL BURIED \ 0 1 dwellings - PROVIDED ELECTRIC GANi EVERED ONE WAY TRAFFIC �1 1 aquid to 1103..3.5.1.1 Limited Area Sprinkler System - < 20 head;. poi OIL TANK - KEYPAD F6� x rye` connect to domestic water service - <I2 I��.ads,` equlred) ONE WAY TRAFFIC 5BfUlGATE TY 5LIDING SECURITY GATE I +�` Gaunt r l - Means A Egress --> GATE EI Table Maximum Floor Area Allowance per Occupant x (� 1003.2.2.2 5cr0 sf,'gccupant - Warehouse D.3J , '0—z- n.. "rte'^rrr, .+��:. :+,,y ^' ! N��- IOD sf/occupant - B'.�sh+ess areas rr.E,yer� nn;�� uc _ �� µ� Ai •• Table Egress width - - ,G--QJ ,�/ I �` III SDI 12 ( u) _• x 1005.2.3 O 2"/occupant - 5'-O" door Ido occupants /-' y 31 1 stor Actual persons per 5'-0" door 1 34 TYP Phase 2 - b,g00 sf I Y < 180 Therefore OK 0 q'OUND\ Occupancy Gp 5-I - Q hL Gorst Glass 2B x Table Spaces with one mean 0 egress + AO ,�-yy 1004.2.1 occupancy group 5 = 30 occupants maximum To oa sOuTdoi r' O 0 u ASPHAI-T GUIRBINActual occupants For Building I = l0 3 r/�io41 Therefore means of egress required - 2 provided TITLE Dote LANDSCAPED ARTable Travel Distance o1rIZED SIGNATVIIGo1004.2.4 200' max travel distance without asprnklerem NOTE:The approved site devel t plan shall be valid for Q ° ° Actual max travel distance = 100', Therefore OK epetiod of three(3)yeam fromthe to of approval tss per 6' 0" HID - 114 \ Table more than fire resistance ratings for 5 occupancy with A,. x code section 100.255. I 1004.3.2.1 more than 30 CONC A N �+ GONG FILLED STEEL ONE WAY TRAFFIC Q I persons = I hour required n' ° Max occupants Building I = 10 persons BOLLARbS(TYP at ALL 10 < 50 Therefore No rating required <\1 << 2/8/06 REVISE CURBING, DUMP57ER 2 o C.ORNER5 of ALL BLDGS) 3 Table Dead ends - 20' maximum If more than one exit Is \ w LOGATiON, FLAGPOLE LOOATION u-. z 1004.3.2,3 required /yt. O 4 ADDED CONDENSERS P�lo Dead Ends Corridors, Therefore OK R = 50.0 J � y x 6'-O" HIGH DECORATIVE FENCE 1.`� Table 5-I to 5-I = 3 hr. separation required 12/15/05 REVISE OFFICE AREA and (THIS AREA ONLY) 5-1 to 5 = 3 hr separatlon required MANAGER'S APARTMENT - S-1 tq R-5 = 5 hr separation reclined d-5-OS per TOWN OOMMENT5 \ BUILDING 4 star p ° Phase n - 5,425 Elf x 302.5.5 3 how- separatlon prorated, Therefore OK 1 Occupancy Gpp 5-I Footnote b - fire separatlon not required for Incidental R E x/ 1 5 0 N 5 PROPOSED FREESTANDING GROUND IGonst Glass 2B 11 storage areas within group 5 of areas less than 1000 sF. SIGN (24 sF MAX) with INDIRECT LANDSCAPED AREA (SEE DWG A-0 far ILLUMINATION MAX HT = 4'-0° ADDITIONAL INFO) I x Storage area adjacent to office = 1100 5f THESE PLANS ARE AN INSTRUMENT OF SERVICE AND I 900 < 1000 Therefore No 5eoaratlon Read ARE THE PROPERTY OF THE ARCHITECT. 1 INFRINEEMENTE WILL DE PROSECUTED, CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS LINE OF IS'-O" q 9 I _ q ASPHALT CURBING (TYE AND DIMENSIONS AND SHALL O K N RESPONSIBLE FOR FIRE GATE N 4 I 4''O" WIDE ONE WAY TRAFFIC �- AROUND ENTIRE FIELD Flr AND auANTttt OF vbRK.NO ALLDwANce PERIMETER OF SITE) SHALT"BE MADE ON LF OF THE CONTRACTOR BUFFER(ttP) NS9PART. 6 FOR ANY ERROR OR NCELECT ON HIS PART. NORTH FORK v �- - 110.42' Self Storage L" PROJECT L CATION Commerce Drive Cutchogue, NY I MMH+LE va `x error une o°•m iue SITE PLAN FEB 2 TE FLAN q_I In = 20'_0u 2 SITE LOCATION PLAN ` ' " QW05 A- 1 A-I nt5- A5 NOTED SCALE or- Pill fPRANK li jb tied®EY dd 4—