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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 �
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SECTION A-A
FINISHED GRADE /
N
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O JOINT SEPTIC TANK DETAIL F
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G EXPANSION MIN. Al TH 24' EXPANSION q< ° °r FPV�
/ JOINT °
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FINISHED GRADE °
A � � KEY MAP
71M/INB��UPMER
2a PLAN N�' RCA BASE COU SE
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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
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PLAN &F DRAIN
STRUCTURE
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_ _ SCHEDULE FOR MORE INFO.
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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� .•
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\ ° 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 °
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/ 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 / ° ?
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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. -
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•SELF STORAGE (5x(516) 759 - 7138
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Commerce Drive Cutchogue New York p�° p t 09��°�
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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
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