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HomeMy WebLinkAbout1000-96.-1-1.2 (2)KEY MAP SCALE: 1" = 600' I I I 8 RED CEDARS 1Hf E70 WAY AN DOA' /F ANY, NOT SHO NOT GUARANTEED. LWAUTHON12ED ALTERATION OR ADDITION 7O THIS SURVEY IS A WOLA7ION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT TEARING THE LAND SURVEYVR S INKED SEAL OR EMBOSSED SEAL SHALL NOT ME CONSIDERED 7D BE A VALID .TRUE COPY. GUARANTEES INDIC47ED HEREON SHALL RUN ONLY 70 THE PERSON FAR WOM 774E SURVEY lS PREPARED, AND ON HIS BEHALF 70 THE 777LE COMPANY, G M%MENTAL AGENCY AND LENDING INS777U77ON LISTED HEREON, AND 7D THE ASSIGNEES OF THE LENDING INSTI- 7U7/0N, GUARANIM ARE NOT TRANSFERABLE. ASBUILT SURVEY LOT No. 2 MAP OF NORTH FORK INDUSTRIAL PARK FILED JANUARY 27, 2005 FILE No. 11215 SITUATED AT CU TCH OGU E p �] SOUTHOLD SUFFOLK COUNTY JAN 15 2015 Southold Town NEW YORK Planning Board DWG. No. BB1-6564 0 W a.Q LOT No. 2 47,166 S.F. co (1.083 ACRES) c O M OD M 0 REBAR do CAP LOT No' I RED) (VACANT 38 RED CEDARS 48" HT. ---- CORPORATE ROAD f 6 RED CEDARS 10' HT. Fo1N oa. ' > r ZD az w o 0 0 r 0 CA J n CP O REBAR 4 Fo 6 N do CAP o 0 0 b OD 1 o •� rn G� RAISED 0� CONC. PAD 44(),91 S.T. L.P. rr FUS S PGES OMC' PSpH. 0 G �C SS 0 �� 5 3 SP KE(P r_ �+ pR�VE 0 o 33 RED CEDARS P o L.P. 0 z o 48" H T. 1$ EL 40.41 m K Yp AD EBAR CP N NP`s 10 DU. CA Lnw BOLLARD N PSP G 12 v.F EL. 43.19 (TYP.) N P PRK\N 130 q. K �p10E (01 8' DIA. n �G �N VN 14.8 V.FT. • ++� � COVERED o F �r1 .� MEQ P�L.o BOLLARD ENTRY o oak ,2()" E 51pR \NG L.P. �- ((TYP.' RAISED 2$'45 V 2 BU\LD 44 2 eco �G I CONC. N EL. 40.41 • E�' , �p / 18 1 F F URE PAD F pA�(. t O�4.8 v. FT. CROSS EDGE O ✓ ' `OAp\NG W USS 0, n 12 RED CEDARS xFNCN GCESS L.9E" J < 8-48" HT. %� ED 4-96" HT.P. NTRYZPOO EL40.41 &r n (0�8DIA. 13.8 V.FT , `( M��� 115.0' N '� 2 S1g�\`D#,1G 4 L.P. I G PR p,GE EL. 43 • EL. 40.41- ooRs F F 8' DIA. := • ( OLPL j RD p $ COVERED 32 RED CEDARS ,�� �H.• 46 \ ENTRY 48 HT. N \15�• L.P. _ .: 'b 0 \ L.P. W EL. 40.41 • . y1 H ( 1 EL 40.41 O \ 8' DIA. :: ' 8' DIA. (07.2 V.FT. D' 13.8 V.FT. EL. 40.41 6 �r\N PLANTING NOTE: ....... ,F . E�-' ` 10' DIA. : ' c� A TOTAL OF 231 RED CEDARS WERE PLANTED G ` O 12 V.FT. ON THIS SITE, SIZES AS NOTED ON PLAN. 1 p CP COVERED \ :=.. v0 ENTRY =: NOTE: BOLLARD - (TYP.) THIS AS -BUILT SITE PLAN IS FOR THE PURPOSE OF ILLUSTRATING APPROVED CHANGES TO THE ORIGINAL Z • -� L P p0OR5 cA. APPROVED SITE PALM WITH APPROVAL STAMP DATED a' EL. 40.41 • 12/17/13 REMAINS IN EFFECT FOR ALL OTHER DETAILS 8' DIA. THAT ARE NOT SPECIFICALLY NOTED AS A CHANGE ON 15.3 V.FT. L.P. /O� THIS AS -BUILT SITE PLAN. (\ EL. 40.41 1 0 1 8' DIA. a RU51�� P 0 TC 41.74 COUNTY TAX MAP 15.8 V.FT. B 6' HT. PLANTED 096 6•()6IO \'ot°'� �o`� THE SOUTHOLD TOWN PLANNING BOARD HEREBY CONSENTS TO LOT IN BUFFER AREA G S Nr�R REVISE THE EXISTING SITE PLAN APPROVAL TO PROVIDE FOR AN X50 v G0� NT ' EMERGENCY ACCESS TO DEPOT LANE WITH THE FOLLOWING 12"-24" HT. cli REBAR `J'C� 1. NO EXISTING TREES MAY BE REMOVED IN THE CREATION OF do CAP THIS ACCESS; 71 : APPROVED AS B U 1 LT 52 RED CEDARS 3. THE BASE OF THE EMERGENCY ACCESS SHALL BE CAPABLE n OF SUPPORTING > 70,000 LBS.; Chairperson 4. THE EMERGENCY ACCESS IS TO BE COVERED IN TOPSOIL AND -nom Date-. 0 %a � _ PLANTED WITH GRASS IMMEDIATELY; 0-7, col cm m.. 5. A CRASH GATE FOR EMERGENCY VEHICLES IS TO BE INSTALLED o= m OF raEW r09 �' m j A,P �� N• 8Ec W 14c. ho N -� ic) OF THE CONDITIONS OF SITE PLAN APPROVAL: z 6. THE EMERGENCY ACCESS AND CRASH GATE AREA SHALL BE KEPT FREE AND CLEAR AT ALL TIMES: 1Hf E70 WAY AN DOA' /F ANY, NOT SHO NOT GUARANTEED. LWAUTHON12ED ALTERATION OR ADDITION 7O THIS SURVEY IS A WOLA7ION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT TEARING THE LAND SURVEYVR S INKED SEAL OR EMBOSSED SEAL SHALL NOT ME CONSIDERED 7D BE A VALID .TRUE COPY. GUARANTEES INDIC47ED HEREON SHALL RUN ONLY 70 THE PERSON FAR WOM 774E SURVEY lS PREPARED, AND ON HIS BEHALF 70 THE 777LE COMPANY, G M%MENTAL AGENCY AND LENDING INS777U77ON LISTED HEREON, AND 7D THE ASSIGNEES OF THE LENDING INSTI- 7U7/0N, GUARANIM ARE NOT TRANSFERABLE. ASBUILT SURVEY LOT No. 2 MAP OF NORTH FORK INDUSTRIAL PARK FILED JANUARY 27, 2005 FILE No. 11215 SITUATED AT CU TCH OGU E p �] SOUTHOLD SUFFOLK COUNTY JAN 15 2015 Southold Town NEW YORK Planning Board DWG. No. BB1-6564 0 W a.Q LOT No. 2 47,166 S.F. co (1.083 ACRES) c O M OD M 0 REBAR do CAP LOT No' I RED) (VACANT 38 RED CEDARS 48" HT. ---- CORPORATE ROAD f 6 RED CEDARS 10' HT. Fo1N oa. ' > r ZD az w o 0 0 r 0 CA J n CP O REBAR 4 Fo 6 N do CAP o 0 0 b OD 1 o •� rn G� RAISED 0� CONC. PAD 44(),91 S.T. L.P. rr FUS S PGES OMC' PSpH. 0 G �C SS 0 �� 5 3 SP KE(P r_ �+ pR�VE 0 o 33 RED CEDARS P o L.P. 0 z o 48" H T. 1$ EL 40.41 m K Yp AD EBAR CP N NP`s 10 DU. CA Lnw BOLLARD N PSP G 12 v.F EL. 43.19 (TYP.) N P PRK\N 130 q. K �p10E (01 8' DIA. n �G �N VN 14.8 V.FT. • ++� � COVERED o F �r1 .� MEQ P�L.o BOLLARD ENTRY o oak ,2()" E 51pR \NG L.P. �- ((TYP.' RAISED 2$'45 V 2 BU\LD 44 2 eco �G I CONC. N EL. 40.41 • E�' , �p / 18 1 F F URE PAD F pA�(. t O�4.8 v. FT. CROSS EDGE O ✓ ' `OAp\NG W USS 0, n 12 RED CEDARS xFNCN GCESS L.9E" J < 8-48" HT. %� ED 4-96" HT.P. NTRYZPOO EL40.41 &r n (0�8DIA. 13.8 V.FT , `( M��� 115.0' N '� 2 S1g�\`D#,1G 4 L.P. I G PR p,GE EL. 43 • EL. 40.41- ooRs F F 8' DIA. := • ( OLPL j RD p $ COVERED 32 RED CEDARS ,�� �H.• 46 \ ENTRY 48 HT. N \15�• L.P. _ .: 'b 0 \ L.P. W EL. 40.41 • . y1 H ( 1 EL 40.41 O \ 8' DIA. :: ' 8' DIA. (07.2 V.FT. D' 13.8 V.FT. EL. 40.41 6 �r\N PLANTING NOTE: ....... ,F . E�-' ` 10' DIA. : ' c� A TOTAL OF 231 RED CEDARS WERE PLANTED G ` O 12 V.FT. ON THIS SITE, SIZES AS NOTED ON PLAN. 1 p CP COVERED \ :=.. v0 ENTRY =: NOTE: BOLLARD - (TYP.) THIS AS -BUILT SITE PLAN IS FOR THE PURPOSE OF ILLUSTRATING APPROVED CHANGES TO THE ORIGINAL Z • -� L P p0OR5 cA. APPROVED SITE PALM WITH APPROVAL STAMP DATED a' EL. 40.41 • 12/17/13 REMAINS IN EFFECT FOR ALL OTHER DETAILS 8' DIA. THAT ARE NOT SPECIFICALLY NOTED AS A CHANGE ON 15.3 V.FT. L.P. /O� THIS AS -BUILT SITE PLAN. (\ EL. 40.41 1 0 1 8' DIA. a RU51�� P 0 TC 41.74 SUFFOLK COUNTY TAX MAP 15.8 V.FT. B SECT. 096 6•()6IO \'ot°'� �o`� THE SOUTHOLD TOWN PLANNING BOARD HEREBY CONSENTS TO LOT 1.2 G S Nr�R REVISE THE EXISTING SITE PLAN APPROVAL TO PROVIDE FOR AN X50 RED CEDARS G0� NT ' EMERGENCY ACCESS TO DEPOT LANE WITH THE FOLLOWING 12"-24" HT. 2 CONDITIONS: `J'C� 1. NO EXISTING TREES MAY BE REMOVED IN THE CREATION OF THIS ACCESS; L.P. : 2. THE EMERGENCY ACCESS SHALL BE NO MORE THAN 15' WIDE; 52 RED CEDARS 3. THE BASE OF THE EMERGENCY ACCESS SHALL BE CAPABLE 48" HT. OF SUPPORTING > 70,000 LBS.; :. 4. THE EMERGENCY ACCESS IS TO BE COVERED IN TOPSOIL AND -o PLANTED WITH GRASS IMMEDIATELY; 0-7, col 5. A CRASH GATE FOR EMERGENCY VEHICLES IS TO BE INSTALLED IMMEDIATELY, AND SHALL BE LOCKED/SECURED AT ALL TIMES. THIS. ACCESS SHALL BE USED ONLY FOR EMERGENCY PURPOSES. ANY OTHER USE OF THIS ACCESS WILL CONSTITUTE A VIOLATION OF THE CONDITIONS OF SITE PLAN APPROVAL: 6. THE EMERGENCY ACCESS AND CRASH GATE AREA SHALL BE KEPT FREE AND CLEAR AT ALL TIMES: 7. THE 15' WIDE ACCESS IS TO BE REPLANTED WITH APPROVED VEGETATION AND TREES A,T SUCH TIME AS EITHER SCTM#10001000-96-1-1.3 OR 96-1-1.1 ADJACENT PARCELS ARE DEVELOPED WITH CROSS ACCESS FOR EMERGENCY VEHICLES. SUFFOLK COUNTY TAX MAP DIST. 1000 SECT. 096 BLOCK 01 LOT 1.2 " = 20' UPDATE PER TOWN OF SOUTHOLD COMMENTS 1/14/2014 B15-16466 FINAL SURVEY 11/12/2014 B14-16333 ADD DRAINAGE do WALL 5/30/2014 B14-15985 ADD WATER & SANITARY LOCATIONS .5/20/2014 FOUNDATION LOCATION 4/15/2014 B14-15863 DATE: OCT. 01, 2008 TC k'; i KENNETH H. BECKMAN. L.S. Surveying and Land Planning 1814 Middle Country Road Suite D Ridge, N.Y. 11961 (613) 345-9427 FAX (631) 345-9429 TRAFFIC BEARING GI COVER FINISHED GRADE 1' MIN. - 2' MAX. T4"" - T4' TRAFFIC BEARING iv u0um LEVEL 4"0/8" PER FT (",\', S SLOPE ts•/ PER M] 1/4FT DROP TEE 1 0 ' - L - J 8' DIA w o a .1 SE TIC TANK D TAIL a o (1200 GALLON TANK) v "\ TRAFFIC BEARING u FINISHED GRADE C.I. COVER EXPANSION JOINT V MIN. -2' 24•' NOTE: THERE IS NO PENETRATION PERMITTED IN THE DOME, MINIMUM SLOPE / SOLID ONLY THE SIDEWALL. 1/8" PER FOOT DOME Em Em INLET NOTE: / s L PIPE TO BE MINIMUM € \' a =2400 CLASS PIPE w = o L o 0 '� EXPANSION JOINTS 1 1 /2R N , 2'-6" x 4'-0" p_A 6" REINFORCED CONCRETE APRON W/ 6"x6" 6/6 NWM PAVED DRIVEWAY PLAN CONCRETE APRON DETAIL ° 'ANSION JI "W341/\�HR$I .b1F14, plftiCVM1TT0 COi1TF;U4.D T(1WN PgD6 APPROVAL PPRO!ALLSF FGORRORGIEIMN T7 THIAPTT}2LORM0 )14 1 OFAPPROVAL DATED PPROVALDATED TD AREACCEPTER(SEECONDf0 OPIRESOLIT NI �EAEp,DNr �Ii/�rir1_ /C�=l y,� .rjai-6urL �� � AURI RIZEDSIGNA RD TRUE DAT. ' APPROVED BY ' '..\�`J'WW 1OV�e Oaf �BO„UTHOLD PLANNING BOARD, Plmn'iunoW CMimun/wc AOTHDRIZED SIDNATVRE TITLE DAT@ NOTE: The approved site development plan shall be valid=f % a period of three (3) years frum dLe date n{appr,Qvaxl6S $eSr Code section 100-255, - DEPARTr',E 15'-0" (FIRE GATES) 16'-0" (ENTRY GATES) OOIIRLE SWING GAFF CORPORATE ROAD EL. 41.0 SPECIAL PARAGRAPH FOR MINI -STORAGE FACILITY o TOPSOIL WHEREAS, THE APPLICANT IS DESIROUS OF CONSTRUCTING A 5�^p HEAVY COMMERCIAL BUILDING TO BE OCCUPIED AS A MINI -STORAGE Q!1•MO LOAM(OH FACILITY OF 30,837 SQ. FT., SUCH FACILITY WILL BE USED DISCHARGE FOR THE SITE SHALL NOT EXCEED 650 G P D. - FOR THE STORAGE OF GOODS ONLY AND SPACE WILL NOT BE I UTILIZED BY ANY EMPLOYEE OR PERSON EXCEPT FOR PLACEMENT I r AND REMOVAL OF THE STORED GOODS. THE MINI -STORAGE SPACE ➢ SHALL NOT BE USED FOR ANY OTHER PURPOSE. THE MINI -STORAGE z FACILITY SHALL NOT CONTAIN A WATER SUPPLY OR A SANITARY SYSTEM (EXCEPT TO SERVE A MANAGERS'S OFFICE OF 1128 SQ, FT O AND/OR CARETAKER'S APARTMENT OF 1,479 SQ. FT., ETC-) THE NOTE: MINI -STORAGE SPACE SHALL BE HEATED ONLY TO THE EXTENT NECESSARY FOR THE PRESERVATION OF STORED GOODS OR PROPERTY. SHOULD THE APPLICANT DESIRE TO CHANGE THE USE OF THIS RESTRICTED SPACE, APPLICATION SHALL BE FIRST MADE TO THE DEPARTMENT FOR APPROVAL UNDER CURRENT DESIGN STANDARDS AT £N THE TIME OF APPLICATION PRIOR TO TAKING OCCUPANCY OF THE SITE RESTRICTED SPACE. THE MAXIMUM PERMISSIBLE DAILY SEWAGE EL. 41.0 TOPSOIL NO GROUNDWATER ENCOUNTERED HEAVY I LOAM(OH DISCHARGE FOR THE SITE SHALL NOT EXCEED 650 G P D. - SAND & I GRAVEI. TEST HOLE #2 (SP) T.H. O Z SITE RESTRICTED SPACE. THE MAXIMUM PERMISSIBLE DAILY SEWAGE NO GROUNDWATER ENCOUNTERED \ DISCHARGE FOR THE SITE SHALL NOT EXCEED 650 G P D. - -' w J W w ° TEST HOLE #2 NOTE: O AP�9� IVIED £N hW TEST HOLE AS SHOWN ON MAP OF NORTH FORK INDUSTRIAL PARK AS VOP fL P\ / BY -' '.° FILED 1/27/2005 FILE )'11215 BY S.C.D.H.S. 12/30/2004 OPO 4 APPROVED PLANNING BOARD THIS SITE WAS ALSO PROPOSED AS A o� o Nc� j BUS COMPANY IN 2005 AND DRAINAGE 92� TOWN OF SOU LD WAS INSTALLED As PRoaoseD DATE �/f I n --- / E-) � r O ; I -- KEY MAP -- cc FN�' n 'o o � 06N � �, SCALE: 1" 600' o -REMOVE EXIST. SEE PLAN FOR w 0 � 300 SO FT > GATT AIC A + uD 0 3' MIN. F / t°i 01N a O ee Be�MINIMUM U O COLLAR / ASPHALT DRIVE CASTING > 00000L > >p Jap 4" CONCRETE COVER w 00000® w w CHAIN LINK FENCE GATE G @PROP' 1 f I NAL GRADE WHERE APPLICABLE �®®oEG0000ggo iv s +6. /• PLoo 51 s(GN ngF3 L �� 00 1 _ ODDDOGGG �_ +,G o-`1,/ MV. 69) ^ -_ MORTARTh BR/2KPWT MORTAR 3' MINIMUM TO HIGHEST 8'-0" DIA. (TVP.) INTO A PENETRATION %. ) °J / pV 1�;q.6Ti l� '( \42.4 o �j5 Fr1 CU B5 CONIC. p5 BARS ®6" EACH WAY L.. VIRGIN EXPECTED GROUND WATER OF SAND AND GRAVEL + +'(*° \ / l'w'ii1 l4q^l \y o. • 6" PVC ROOF DRAIN `c °s '' \ / A SEE PLAN & STRUCTURE ° T N° , v 40,g1� °.NR J OD 9 12" ADS rT SCHED(11_E FOR MORE INFO ANITARY LEACHING POOL + +� D FARED) Q , ti REMOVE & ; SYST. •.10 ;C1 N-,2 ENTIRE POOL TO BE IN CLEAN SAND AND GRAVEL �'{° ° (VACANT GL \( /' • • 142=� RELOCATE 1 '1' O.W. / o C a La.T WITH A 3' MINIMUM COLLAR 1 (420 Ao in .N I / or 43. ° / ren 4 fV r / o, STORM - J 6 \ AN. GRADE EL 43.3 / / •� V\� �/^ m REMOVE d' I°.' F z `-DRAIN �--�- 3'-0" WIDE SAND & GRAVEI_ F.F. EL. 44.0 TRAFFIC BEARING TRAFFIC BEARING / \ / \° } ` OiA RdOCA� _ RING COLLAR ALT. AROUND C.I. CGVER c.I covPR C fit, p i 1' o EL 4J.Y / \ _ o/ J/ / +�'e m\ / 1 X71 °n. G'0 •�(� z 1'6G Ro 133. 1 P(40.1) \\n\fin\\ ♦ ,�\\n\\n\�,\\n\\.�\\.� // CNP\N FENCE6T�o.1( /-,P'�A /OFFl 4P l_�.cRS 2 0 o" 4p �a• N ' MIN. f A• 1' / n E 6 � (A3.2) 1 / /�I,N'S tl3xNT`11F[ 0 4'% - YM1 Ga \ Q 4 + y�j P GROUNDWATE�-.- r. MIN. EL 3Y.BY/•'LO`df / q lT4""P • p yXZ17 Fi4' • `•• i'1 / NJf nus PROP. 24' a SYSLNo.2/ l WG PREP/ m. I 07M' P 4341 G ST- ❑ C� C� ❑ I FIRE GATE Ud0.0 O.W. EL 1 • �9 LOAD Y q m I \ 'c LDI,p1N E 27.99 ,, - ASPHALT �� \8 (43.2) , .' _+ P 43. i .1 i� P \ DRYWELL/ �'1��{T per / 3 BANFILL WRH CLEAN SAND ! GRAVEL J' MINIMUM TO HIGHEST UF(P \ 1 I/2" ASPHALT E%PEC1E0 GIiWNOWAIER G },%P S'• P SANITARY DETAIL Fo3'N 6 \ SYSLNo.3 • �. l/ 9009 REMOVE \ a C 6 D.W. EL \ q EXIST. D.W. 0 �/ m o s III \ (43.2) / �R / f/ BINDER COURSE' e 4 4 _ c _ 25,0' � TdR^� 1 _ 6l wA S ry \ RCA BASE COURSE • 9 ,a0 EASG� +vW 9 SYSr.No.9 \ PNS' to F S s (�µ s.Gl 0 � • (43 2 6Q \ \- W -��`. /. D. COMPACTED P �> OI �i' '' � +k0 gASNT' /f \ / ✓ h1�• I PROPOSED PLANTING �� �-' i STABILIZED, COMPACTED SOIL TC 41 74 / EXIST . R h SYMBOL COMMON NAME BOTANICAL NAME QUANTITY \ / Ig�,, 1 / \ Al" I � � _e_ TYPICAL_ SECTION -ASPHALT PAVEMENT 11.. W I 0 ,1 REMOVE '\ /VEP`' \ A P @� ( O7 EASTERN WHITE PINE (PINUS STROBUS) 15 --- - GRADE Ly ✓ Q I, EXIST. D.W. G P 6i _ _ _ .__ R=," iS SYST No.4 •1% \ M3' SNT PAWN. FINAL 1 D,WJ EL 5. - ,LAS VO SYST.No.6 GE 3 BRU 0 HIGHBUSH BLUEBERRY (VACCINIUM CERYMBOSUM) 16 ' " - GRADE I I c (43.) 0 1 439 R OW D.W. EL INKBERRY (ILEX GLABRA "COMPACTA") 13 (432) + \ / \ 01\ ✓ _ (`•/\ ® � T - in ADJACENT PAVEMENT REMOVE I CADING AREEXIST. D.W.'S 5Y 7 -- D '2) o CURB DETAIL REPLACE25.OK+ ? Om® O 6HROLLE ASPH. CURB DE TAIL GR MEET EXIST. m Q m ®Q m1 m m m LEGEND -- PATH OF GRADE O , m m , I HEREBY CERTIFY THAT THE WATER SUPPLY(S) / NG'rEyIUI�, / Z \ �� • I \ / \\ } C - OVERHANG TREES THAT HAVE •'r"' �/ ®_� 1 1 1 1 ® PROPOSED LANDSCAPING AND/OR SEWAGE DISPOSAL SYSTEM(S) FOR THIS _z T �, 1 %j ,.; BEEN REMOVED FROM 1L m 1 PROJECT WERE DESIGNED BY ME OR UNDER MY Q \ rT r¢ r ( _ _ /- PATH OF THE 50 FOOT BUFFER AREA TO BE REGRADED m 1 'YF' PROPOSED WALL LIGHTS o. \ q J`v J LEFT FRONT = O DIRECTION. BASED UPON A CAREFUL AND \ v i AREA WILL BE REPLANTED AND REVEGETATED J / s•N % _ WHFFI- -�- PROPOSED SIGNS THOROUGH STUDY OF THE SOIL, SITE AND \ 1O I \ y3•� S . 0.6 \ J,+ \ WITH MATURE TREES BACK TO NATURAL BUFFER 50' BUFFER _ o.6 Ate• �� l / _ _ \y \ GROUNDWATER CONDITIONS, ALL LOTS, AS - D.W.D•W � �'W' � � �e��,r� � \\ BUFFER REVEGETATION PROPOSED GONG FILLED BOLLARD PROPOSED CONFORM TO THE SUFFOLK COUNTY O (�'2JI (43.2) ✓ '�On // Y \ O EXIST CONC. FILLED BOLLARD DEPARTMENT OF HEALTH SERVICES CONSTRUCTION a �I / ob �. SANITARY CALCULATIONS ESTIMATE OF QUANTITIES GP. STANDARDS IN EFFECT AS OF THIS DATE' W l 1 / �� Trs> \6 / I RN/N� M7='°�. \ \ \ J// d> COBBLESTONE CURBING NONE ❑7 PROP. TRANSFORMER PAD Q ^3'6 io II -4p/LS I/ \I LL_ AREA DESIGN OF SITE = 1.0828 ACRES CONCRETE CURBING NONE I DRAINAGE CALCULATIONS ARTICLE 6 ZINE DESIGNATION = IV ASPHALT PAVING 22,723 SQ. FT 0 PROP. DUMPSTER - PATH OF ALLOWABLE ILOW PER ACRE = 600 GRQ WALKS 356 S.F. SIGNED ROBERT MILLER AIA SYSTEM N° 1 d' w DENSITY = 1 0828 AC'S x 600 G P D. = 650 G.P.D. TOTAL ALLOWABLE N RIGHT REAR FENCING 1455 LIN. FT } 0 HAVE AREA = 1585 S.F x 100% x 2/12 = 264 CU FT I- WHEEL m GRASS AREA = 253 S.F. x 10% x 2/12 = 4 CU. FT DESIGN ELOW DRYWELLS SEE DRAINAGE CALCS. PRELIMINARY SITE LAYOUT 3 J I ROOF AREA = P = S.F. x 1009 x 2/12 = 201 T a OFFICE SPAGF = „26 E.F. x 0.06 79 S.F.a 67.66 G.P.D. PARKING REQUIREMENTS TOTAL REO. CAP = 469 CU. FT 65' 3 BEDROOM APT. ,479 S. = 300 G.P.D. NORTH FORK SELF STORAGE #2 USE 1-8' DIA. 12 VET = 507 CU FT. ACT CAP. I28 TURNING RADIUS DETAIL TOTAL REQ CAP. = 367.68 G.P.D. m O / SYSTEM No. 2 N.T.S. SEPTIC TANK OFFICE SPACE = 1128 S.F. . 100 = 11 SPACES SITUATED AT PAVT. AREA = 1585 S.F. x 100% x 2 12 = 264 CU. Fl. REO. CAP. = 36768 G.P.O. X 2 DAY FLOW = 735.36 CPD. WATCHMANS QUARTERS = 1 SPACE REQUIRED CUTCHOGUE n / PROP' 24' / PROVIDE 1-8' DIA. 4' LIQUID DEPTH = 1200 GAL. CAP. M FIRE GATE GRASS AREA = 253 S.F. x 107 x 2/12 = 4 cu. FT. MINI STORAGE SPACE(INCL. BASMT.) = 30,837 S.F. - 1000 = 31 SPACES In % I L � ROOF AREA = 1710 S F. x 100% x 2/12 = 285 Cu. FT SYSTEM N° 7 TOTAL SPACES REQURED = 43 SPACES TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK O ° - PAVT. AREA = 1212 S.F.X 100% x 12 = 224 FT FT. LEACHING POOL , TOTAL REQ. CAP. = 553 CU. FT. / •.'E P, GRASS AREA = 212 .F. x 107. z 2/12 = 4 CU. FT. REQ, SIDE WALL = 367.68 G.P.D. + 1.5 G.P.D./S.F. = 245.12 S.F. S. C. T. M. 1000-096-01-001.2 M / fNtiN USE 1-6' DIA. 14 V.FT. = 591 CU. FT, ACT CAP ROOF AREA = S.F x 100% x 2/12 = 237 CU FT EFFECTIVE DEPTH REQUIRED S.F. 25 S.F,/V.F. 9,8 V.F. PARKING SPACES PROVIDED = 7 SPACES Z / 0' PATH OF SYSTEM Na. 3 TOTAL REO. CAP. P. = = 465 CU. FT. USE 1-6' DIA. 12 V. F, EFFECTIVETIVE D DEPTH CONSULTING PROFESSIONAL: / -OVERHANG PAVT. AREA = 1565 S.F. x 100% x 2/12 = 264 CU. FT USE EXISTING 10' DIA. 12 V.FT. = 821 CU. FT. ACT. GAP. SITE DATA LOADING AREAS PROVIDED = 26 SPACES / GRASS AREA = 253 S.F. x 10% x 2/12 = 4 CU, Fr TOTAL SPACES PROVIDED = 33 SPACES ROBERT MILLER. AIA ROOF AREA = 2320 S.F. x 100% x 2/12 = 387 CU, FT SYSTEM No 8 NOTES 1614 MIDDLE COUNTRY ROAD / �- LEFT FRONT TOTAL REQ. CAP. = 655 CU. FT. PAVT. AREA 1345 S.F. x 100% x 2/12 224 CU FT. AREA OF SITE 47,165 S.F. • �J• moi= PATH USE 1-10' DIA. 10 VTT. = 684 CU. FT. ACT. CAP GRASS AREA = 212 S.F. x 10% x 2/12 = 4 CU FT. FLOOR AREA OF BUILDINGS INCL. OFFICE & APT. 11,758 S.F. SUITE D ��� - �'`\ T SYSTEM No. 4 ROOF AREA = 1156 S.F. x 100%x 2/12 = 193 Cu. FT. TOTAL AREA OF BLOCS INCL. BASMT., OFFICE & APT. 33,795 S.F. 1. THIS PROPERTY ALSO KNOWN AS LOT 2 ON RIDGE, N.Y. 11981 \� \ PAVT. AREA = 2000 S.F x 100% x 2/12 333 CU. FT TOTAL REQ. CAP. = 421 CU. FT. MAP OF NORTH FORK INDUSTRIAL PARK. // /� ��• l T \�\ ROOF AREA = 3225 S.F. x 100% x 2/12 = 54 CU. FT USE 1-8' DIA. 4 V.FT. = 169 CU FT. ACT. CAP. PERCENT OF LOT OCCUPANCY 24.9% 2. THERE SHALL BE NO ACCESS TO DEPOT LANE. PREPARED BY: PREPARED FOR: } TOTAL REQ. CAP. = 387 CU. FT. PLUS SURPLUS FROM SYSTEM 7 = 525 CU FT. AREA OF LANDSCAPING 3,827 S.F. OR 8.0% 3. MINI STORAGE BUILDINGS DO NOT CONTAIN • va \ \\ USE 1-8' DIA. 10 V.FT. = 422 CU. FT. ACT, CAP. srsrEM NG 9 AREA OF BUFFERS 8,324 S.F. OR 17.6% POTABLE WATER OR SANITARY FACILITIES. KENNETH H. BECKMAN,- L.S. 115 COMMERCE DRIVE LLC _ _ 11 �RN/N� M/ 2e• \ \\ SYSTEM No 5 PAVT. AREA = 1345 S.F x 100% x 2/12 = 224 CU. FE TOTAL CLEARED AREA AFTER REVEGETATION 38,842 S.F. 4, THERE ARE NO WELLS WITHIN 150' OF SURVEYING AND LAND PLANNING 50 COMMERCE DRIVE ?Hn --46 PAVT. AREA = 2356 S.F. x 100% x 2/12 = 393 CU FT GRASS AREA = 212 S.F. x 10% x 2/12 = 4 CU. FT. AREA OF PAVING 22,723 S.F. OR 48.2% PROPOSED SANITARY SYSTEM. 1814 MIDDLE COUNTRY ROAD CUTCHOGUE, N.Y. GRASS AREA = 5080 S.F x 10% x 2 12 85 CU FI ROOF AREA = 914 S.F. x 100% x 2/12 = 152 CU. FT. SCHOOL DISTRICT MATTITUCK / 5. ALL SITE LIGHTING TO BE TURNED OFF BY SUITE D TOTAL REQ. CAP. = 478 CU, FT TOTAL REQ. CAP. = 380 CU. FE POSTAL DISTRICT CUTCHOGUE 10 PM DAILY RIDGE, N.Y. 11961 v f USE 1-8' CIA. 12 V.FT = 507 CU. FT ACT CAP. USE 1-8' DIA. 10 V.FF = 442 CU. FT. ACT. CAP. a PATH OF WATER DISTRICT S. C. W. A. 6. FE POOLS SAME SIZE &EFFECTIVE DEPTH AS EXISTING RIGHT REAR SYSTEM No. 6 SYSTEM No. 10 FIRE DISTRICT CUTCHOGUE REVISIONS' o I M ❑ WHEEL PAVT, AREA = 1345 S.F. x 1007 x z/tz - 224 cu. FT PAVT. AREA = e400 S.F. x 100% x 2/12 = 1400 cu FT TOTAL PARKING REQUIRED 43 SPACES OWNER' SCALE: 1" =20' REV. 5/14/06 DRAWN BY GB/KAK GRASS AREA = 212 S.F. x 10% x 2/12 = 4 CU. FT GRASS AREA = 2000 S.F. X 10% x 2/12 = 33 CU FT. `.� _-(��Vi�\\R� REV. 7/8/09 B09-12060 ROOF AREA = 1500 S.F. x 100% x 2/12 = 250 Cu FT ROOF AREA = 1758 SF x 100% x 2/12 = 293 CU. FT TOTAL G 70NIIG PROVIDED 11 SPACES MARTY X 1270 KA \� " -''"� DATE: OCTOBER 2008 REV, a/21/D9 Bos-t2osD CHECKED BY: KHB rJO' TURNING RADIUS DETAIL TOTAL REQ CAP. = 478 CU. FT TOTAL REQ CAP. = 1726 Cu. FT. T EXISTING TUNING ullxu crnoer-F ri P.O. BOKI IF 7N0 Y DRAWING: B81-6564 JOB No. B08-11809 SHEET: 1 OF 1